HomeMy WebLinkAbout026-1167-27-000
Y.tu.o•+mn nndarmli nr COnal PRIVATE SEWAGE SYSTEM co,!, St. Croix
3nlnfy and Hu Imnp Ovlsoa
INSPECTION REPORT $amra•yuerme40
GENERAL INFORMATION (ATTACH TO PF RMI t) 600352
State Plan ID .'!o
Perxcmal iolormaC*- you pruvda alny be. used vor aecandary puryoi tPPyaly Law. s 15 Aa I1); 7,7j 3080841
Pe•me Nobler. Nam. city Village Towntill, I Taz No
Jake & Brittany Misiewii TOWN OF RICHMOND 026-1167-27-000
CST EM Fkv .nxp PM FIev EM Der.entli Sectan+lewRwarpe Map Nn
00 of eWw o"i 27.30.18.1329
TANK INFORMATION ELEVATION DATA
TVPF MANUFACTURFR 3 CAPACITY SIAM UN DS HI rs ELEV
Septic f I Bcncnmalk
t~~ F.1 /00 ' 7 49.'S /oo
Dosing I y r / AR BM 4" ~f 7. 3 jf4 Aarehon b rv BIU9. SCaatif (A
C73. 7
1 "Cling SVHt Inlet 92.
TANK SETBACK INFORMATION Slit It I
TANK 10 P.2 ti'i BLDG. Cnt All Intake ROAD Dt In"
Septet / Dl Bell""
so N't}- 3(, is. Ss'g.
Donny / 5V y N ,r 3(e / / HeaMrfM;ln 97
Aeration Dlst. Pipe
Holdmc , - Dot. System
Z'~ cl(. •7a
PUMP/SIPHON INFORMATION Final Grade O. S 7 g
Manrdacnner Demand St Coves
L, ba! GPM ~Il Co Z.a 97'3
Model Number V ,
ZOV
tDH LI -riolion Loss System Head "/-1 FI
k-Z 'a 3. r5
Forcenraln Leni / Dla Z It Oal b'AHl
SOIL ABSORPTION SYSTEM
SEDITRENCH 'iii /Z I "'t, No. CM lrenc PIT DIMENSIONS No Of Ptu (I Ora I q.q
DIMFNSIONS 9/( (~7J[_.
SETBACK SYSTFM to l] PIL DL Du t1'LLL LAKUSTRLAM LEACHNIG Y., vacu,i
INFORMATION DIIAMBDR OR
IyPa Syalem 67 ~ ^ ~UNIT Mocd Nu~~t.e L
P
DISTRIBUTION SYSTEM OL
Ile ,Mor Aold Ulsaiautgn / x Mde 5¢e ) / z M<IC Spa'rlp
/ VaI Au Inca
P.~ Y7 4 3
Lmiytl, ~ Du ` Lmam ~ p Din_~ s;raomu. ~
SOIL COVER s Pressure Systems Only xa Mound Or At-Grade Systoms Only
DeIXr Oyer Depln Over xx JePln M xx :ieeded'$WdaO xx rAwc'•ea
BPdrLPO[lCMR( z I' NaM'IrPnM Ld~!Y` TJGYD' 1,L y NV YC9 No
COMMENTS: (Include code//e doicre encies. persons present etc.) Inspetiimlal li~l1 / p 1,141"1 $2
-l
Localloal: l/h? 138TH iii I R;ptA ✓ ^~F e~ D~
1.) All DM DescnpWn = F 1,11i
2.) Bag Sonler Dari= 37
amcurx of cover . 7 /I
Plan reason Required? I Yes 7Q No / _ / / G c?Z~
Use olner slde ror addiional information. V ` C G pc/
SBD-6yID (R 3971 Dale InaepC.of S91-1 a ^.ed No
Safety and Sokllnps Division
S 0 1: 201 Jv Wasnin9tOr Ave., P.O. box 7162 $mutar Pam.. NN' nba (a. be filled in b) Co
D J 2C1F kadiso 7-
t CU 3 S Z~
Sanitary PCtMIt Application ;W ' m ai mN®_°°.
in aeeordauw wt]t SPS 3832111), W a Ada, Code, wbconsioo of the Form to me uppaopnux: govarmmlal met r
i. required lain w obunwiv, a smmta v pane.. Note Appbiu xt fwns lu >'alerowncd F-CM'S me subtnuesl Ic hoiec Addne ;d dif = mar. mailing addms;.
a. fkpcbsma of Sa ey mw Aolasmra, Scvies. Paurora infottsrmtor . ru provide mny oc used fa 1.1n1! y, I
~prnplne-tt a..aul4ro<whthe Pn=a'Lau,s :f.t~W l xa Su 2Mr'
1. APPlicataon lnpormaboo _-_Pl a e Print All Information
F-rperty lwnz's Nam ^ J r r-r'~ t cd a ..li
Propene Owon's Maslmg..kdrnos Property lmuim
- I 7-7. 36. 18. /3`Y
I ~ Cnrvt l.a - .'r I
Ciro. State J 7sp CA* Pbooe Nmba _v p ~ ! Scum r.~ -
N: R
LL ype of building (check all that apply) r i` m W
Subdevrmm Noma ,
p l lam;l) Uwel!:stg -Nwntra u: 8edrwn:s-- y
Fl PuNw/Commacta:--Dcscnbc'ix ( I ❑ cv) of
('SMVuairr r, Village c( 1
' -1 Suite OwrtN-tkaeix yu
_ (z
III. Type of Permit (Cb"k only one boa no line .q. ComPINe line a of applicable)
A `~I~c'm ly5tem ~)Replaun~IS!+wn rarme+t riol3i:sg-I':uk Rcplacmnma:)Dly iD Omer Morhi.. t Fsamg syntin(eaplmn~.
B. f) Permit Rm .J t Aevt. cl=ge .-F P1.us1Pr. ' L Panut Irmsfc b New Prevsous Pnmi: Naaba and Date Issued /
I Bdw<Expintiou ~ Owu I ~ _
Iv. 'fytw of MJWTS Svstemi(-mnp L10ewce: ((;beak all that ay Ny l Ov _ _ •
Vm Ftmtrrd Ic Lawn! r! F4csivr ird 4r-vwnd74 Miilmie ❑ MourW; ii n of wrtaNe soil M.wnC+^_4 to of Nitanlr aril
Flurnwa;md LI Lwn Ur.pavlrbmyanmt{explam)___ 1leaercnrnelcrrm (eaptma)
V. UispenabTreatmdnt Area IPformatioo: _
ff /
:harbor Flu ~cr [kr.;y Sail Apptis::wrn AmdedE'j L)Upcsal Arcs Rcqui ed (sfy fsicpnsal Arta f4nposed,ren Crynetn levanm~
h Tank Info cal t) aI Twat # Of anufacmees 8
Gallons (af MIS. Ittmtc o C $
i:ewlar\r r Exsppg Tml ~ ` m _ 3 a _ _
1~ ris F Yn
Sgmc.. HdJrm; Ld.
i -
VIL Rnpow,bili y SuU nl- I, me aadcrven < mponmMtirv for trutaaanun of Ibr P()N f5 sbutvn oa the munched plant.
7 hrrntw s Iwrsc lPr urtl /F~rdn s S'Etuture IAWIA $ (Ntaoba Bmmeo P'hooe N=bn -ii
Phanbp s:gdd¢as (Seca, Ca). State, uP k:dlr
ylII.-Coant_w~D-er,.-ot Use Oull
Pcmr Fee ')rile Laura t lrgnmm'
P( gp7nsvK l 11'h5a(C,e1WrSf S
CC~ OateFi ~n„en kenwo is Datid -I C/ • / / " _
IX loodsn r aliason for Uesapproval
t. rant arlhc+wte av+d 3 r'w~~ ~ l'ti /7I`yf P
otsve '.ctl m-r ntl re a <:h 'o(E;; nUµi I- -
as per ar.jyrmw• pl r ) Pe• .,v dr f'•
2. All s^% k WLI". n s m r-I Le rtit a '
ri per a derble c Ys rd
aal-
- - - - - - _ - _ ntnaN m rwPlmc sage for IM it sahmi m Caolp rupee am ten mere a t.:. rrla to am
Sill) 6399 (R I :A l )
System PLOT PLAN
PROJECT Robir lattTlr r ADDRESS P.C Bor. 381 New Richmond Wi 5401'
NE I!4 NE 1!4S 27 IT 30 N!R 18 W TOWN Richmonc COUNTS S-.CROIX
Swum ELEVATION 96.5 5'6!18 BEDROOM 3
DATE
CONVENTIONAL AT-GRADE. )00', CONV'EN'rlONAL LIFT HOLDING LANK
MOUND SE:I,TIC TANK SIZE 1000 gallons LIFT TANK SIZE DOSE TANK SIZE 630
HOLDING TANK SIZE: LOAD RATE 5 .ABSORY110N ARIA 900 k of chambers none
BENCHMARK V.R.P. Top of power box ASSUME ELT %.A f ]On ton- Filter L:iecme Filtci
❑ BOREHOLE IVELI_ +H.R.P. same as benchmark
138th Ave -
Scale = 1/4" = 10' B.M
r
2 Acre Lot
Grading is to be done tc 96
divert run-off away from
system B - 1 9❑
C
I
O
t
ib Huff cuff Combo Tank
?ro 3
Bedroom
House •
17
R-?
Area 15' below system
is to remain
Well is to meet all WDNR setbacks undisturbed
Town Road
r~iI,
r<f"Rl'rr 1/: DIVISION OF INDUSTRY SERVICES
2331 SAN LUIS P~ STE 150
;'J s l GRF E N RAY W 154304-521 1
s `DSa Contact Thrcugh Relay
\lll r $ TIP i:csps wi g0v1pr0g1amsim1ustry-services
r' www wisconsingcv
krq 1OS""~ Scott Walker. Governor
Laura Gutierrez, Secretary
May .31. 2018
i..
Cl ID No. 2261)00 ;1TTA /'Off TS hApe,qor
SIIALN R BIRD ZONING OPFICP.
BIRD SFLF SfORA61, ST CROIX COLNI Y SPIA
1432 120111 Si 1101 CARMICHAll RD -
N6.W RICHMOND \VI 14017{1409 HI;DSO\ WI 51010-71708 .k
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 05/3112020 Idenuiical Numbers
Transaction ID No. 3104800
SITE: Site II) No. 84?591 _
I'leasr rr'ri to both identilicafion numbers,
Robin Haffner above, in all correspondence with the agency.
1267 11111]A\ c
Town of Richmond
St Croix County
Nt:I'4, NFI~4, S?7,'f 10\, RI8\k
FOR:
DescriptimL At-Grade l Bednrotns _.New ((),virucliul l
Oblecl 1)~pe: POWIS Component Manual Regulated Object ID No-: 17x:510
Maintenance required: 450 CPU Flow rate: 111 in Soil minimmnr death it, lin it factor from orieinal Grade:
System(s). Al-grulc Component Manual, Version', 0, soD-10854-1' i N.f13: 07, R 1121. Picsswr Distribution
Component Manual - Ver. 2.0, SHD-10?06-11) IN.O 101, It. III12); IG'll oral 1-ihar
I lie submittal described above has been reviewed tier conformance with applicable Wisconsin Administrative Codes
and 1\'isconsin Statutes [lie s ihminnl ha been CONDITIONALLY APPROVED. -Phis system i; be coestructrd
and located in accordance with life enclosed approved plans and with any congearrnl nimulaho referenced above
t he owner, as cletined :n chapter 101.010 0), Wisconsin Statutes. is respon>ihlo Ilr compliance with all code
requirements.
No person may engage in or work al pluail, in the state unless licensed to do so by the Department per s. 14i 06.
stals.
1 he following conditions shall he met during construction or installation and prior to occupancy or use:
• Preserve disliemal area prior and during construction to avoid disturbance, compaction and unr of thc..iie.
• With new construction; it i. recommended not to activate the pump in the dose lank until lire links arc pumped
prior to homeowner occupancy.
• Wastewater generated from contractors cleaning of equipment and tools arid or Icit over construction
products shall not lw discharged into the drains discharging to the private onsite wastewater treatment Sy,tclu
(POWYS). Wakle generated shall be properly disposed of on-situ or off site.
• Any tall presses. leave% and shrubs shall be cut shun and removed prior to filling the surface for installation to
prevent matting under the dispersal area. All loose organic material to be removed from the l Dispersal
area.
• Prior to construction of the dimnernal area, check the moisture content of the soil to a depth of 8 inches
Smearine and. compacting of soul soil wll result in :educing the infiltration capacity of the soil. Proper soil
moisture content can be determined by rollil a soil sample between the hands. H it rolls into a 1!4- inch_wre
the site is too wel :o prepare II it crumbles, site icpar3 ion can proceed. It the site i3 loo wet to prepalz, do not
proceed until it dries.
sl 'I \ 11 BIRD
• Divert surface water tionn POW IS Area.
• All piping shall confirm to SIPS 1 able 38430-3 and SPS -fable 384.
• Insulate building sewer beyond 30 tee( per SPS 38230 ( I I Sc)
• Tank Installation to tollow all manufactew', recom nendations.
• Punna f hnnx to be set std rerifietl u I finned hI -III. An, han
eyl ma, rc,u1: iJi pump rlit Jill'[
I l- II
-I-I)II and (,PNI _ SLceifaalums_
• Verify property line(s) prior to installation.
• Well setbacks to meet chs. NR 811 K 811.
• Areas thul err' oe'np[,d nli -av, iLc i. r. i..i,. 'I• i..-d
it _ n,i r~,i A Ian _:r lit n',n -...u. - _ ab• ii ~It. _I 'I:'u[i nl:F Ik • ..I, k 1' • SPS 383.55(1)(e) Fhe management plan fora POW I S shall
specifically address the servicing mechanics of an
aerobic or anaerobic treatment tank or a holding, tank where either of the following C010114111% evist
I. -I'lfe bottom of the lank is located more than i s feet lxlow the cinvation where the servicing pad is located.
2. lhe bottom of the tank i, located more than 150 feel 1106A)mally from where the servicing pad is located.
Owner Responsibilities
• the current owner. and each soh,cqueru owner, shall receive a copy of this letter including instructions relatir.•
to proper use and maintenance of the system. Owners shall receive a cop\ of the appropriate operation and
maintenance manual and or owner', manual for the POW IS deserib d in this approval SPS 383.54(1).
• In the event this soil absorption system or am of its component parts malfun. [ions so as to create a I•c:dlh
haiard. the property owner must Iollow the continency plan as described in the approved plans
A copy o' :hc approved plans. specifications and this letter shall be on-site during construction and open to
in,pection by authorized representatives of the Department. which may include local inspectors. All pennits
required by the state or the local rune:pality shall be obtained prior to connncnccuumt of
conscruetioninstallation: operation.
In granting this approval the Division of Industry Services reserves the right to rcquirc changes or additions should
conditions III making ahem necessary tor code compliance. As per state stall .0I .1 2(2), nothing in this review
,hall rclic%c the designer of the responsibility for designing a safe building. structure. or component.
Inquiries concerning this corespmadrnce may he: made a+ Inc at the telephone numher listed below, or at the addres,
on this letterhead.
I'he above left addres,cc shall provide a copy of this letter and the POWTS management plan to the owner and any
others; who are responsible for the installation, operation or maintenance of the I'M IS.
Sincerely. I~cc Required S 85.00
pis ~~na~r,l~rr~/ This Amount W;II Re. Invoiced
When Yen Receive That Invoice.
[ Please Include a Copy lik nk Your
Tim Vander ' Lecst Porvnt•nl Submittal.
Private Scwage Plan Itme"'cr , Division of Industry Services WiSbIART code-'633
(920)792-2214 , bloc- Fri. 6:00 a.m. - 3:30 p.m.
1..11. i kL :n,
cc: Gd%v m A I a)Ior. Wastewater Specialist. (715) 6'4-;•184, Mon-118: 00 A.NI - 4:30 P.M.
Cover Pagec
Shaun Bird
Bird Plumbing Inc.
1432 120th St.
New Richmond Wi 54017
715-246-4516
Date:5/8/18 -
Owner:Robin Haffner
Location:NE 114 NE1/4 S27 T30 N,R18 W 1267 138th Ave Richmond
Manuals Used: At-Grade Component Manual version 2.0 SBD 10854 (N. 03/07)
Pressure Distribution Manual version 2.0 SBD 10706-P(N. 01/01 R. 10/12)
Page#
1. Cover Page
2. At-Grade Plot Plan
3. At-Grade Cross Section
4. Pipe Cross Section/Pipe Layout
5. Pump Chamber Cross Section
6. Pump Curve
7-8. Maintance and Contigency plan
9. Fitter Specifications
Attachments: Soil Test
Shaun Bird
Signature -
License number 226900
Page 1 of 9
Systeln PLOT PLAN
PROJECT Robin hlaffner ADDRESS P.O. Box 381 New Richmond Wi 54017
NE 114 NE 1/4s 27 IT 30 N/R 18 W TOWN Richmond COUNTY ST. CROIX
SYSTEM ELEVATION 96.5'
DATE b/8118
A TRyl6/18 BEDROOM 3
CONVENTIONAL. AT-GRADE: )00( CONVENTIONAL LIFT HOLDING TANK
MOUND SEPTIC TANK SIZE 1000 gallons LIFT' TANK SI!.1' DOSE TANK SIZE 630
HOLDING 'L'ANK SIZE LOAD RATE .5 ABSORl"1'ION AREA 900 N of chambers none
BENCHMARK V.R.P. Top of power box ASSUME F.LEVA'I'ION 100' Filter Lifetime Filler
❑BOREHOLE O WELL .y, R. P. same as benchmark
138th Ave
Scale = 1/4" = 10' B M.*
2 Acre Lot
Grading is to be done to 96.5'
divert run-off away from
system B' 1 96'
B-3
Huffcutt Combo Tank
Pro 3
Bedroom
House.
B-2
Area 15' below system
is to remain
Well is to meet all WDNR setbacks undisturbed
Town Road
At-grade System Sloping Site Cross Section and Plan View
1 'Dimension Feet
r: '
r.; - r-: .:.r.r:: -r•..: r.r.f.r.: r-: .:...r.r.: -r.'r: :::-.1
r.: •r•r-:-r•:.. r.r-:-:-:.r:r:: ::.r. r-f•:.: .r:r-r-: t li
-11~l~l~Ji ~yJ~J:f:J: J,: ~lyJ1'LJ:: 1!_}f}l1f"~11I1 f1~':~ 1/'~~ l~ }1 11~~ f~~••1 f:::.
:}i:+:.; L:~~ •YL.••.Y1-'.~}~}-} } ..1-} 1 L 1111. ~ -
t:=r~r~•rt.~~.:.'::~:~J:ryr::~r.•lvfv:.LJL~}i}:1f:i}: }:,:i1i 1i ~i-: :::r-. I
L.1.::...•.L.1..,.1.}.1.}..,..,.:..,.1..,.L.:..,.-.-`... • •.47
I t'.::::L:11?1::?:?4?L:L?1:1.1..: i..:.;
it ti.ti. '.ti.4::-_.:::.1-4:ti. :?4: :?\.~?::4:.: I _ - -_1~{(
r:ri:^.;:{{:{ti:. D 70
E 5.0
rirti?i_i+.:,'?i? -rti:ti?tiri ...?`fv+4:.r~ :•i:`i:ti: t?:'. :':ti ~:•ti:: ?i?i?: r'?'r: ~i?i?i:: •
lil~••~}.4 ~4• 4....4.L.Y1. L.1.4•L~-YL-:.}•1-',- 1.1.}-1::
(j 1.()
-L. L. L•L-L:4:4 4••..L.-4-\:•}`-v_..]1~L•L•LL•}-t•L-L•4-L-'.•1•'.~ L.1.1.1•'.•}••
P6 B
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
E - R - T
/o'o ~r
1 - "1 - Plowed :1 - Clean aggregate (J - 4 in. sch. 40 pvc
_ basal area to 2 iii. dia. ohscrvation pipe
Lateral with Topsoil Cap
aggregate m cr pipe
* - Observation Pipe
Gcotc s ii With Cap
Fabric ' - -
T yv YF,. -
L I,EIBCeI Invert
.v:}:a. .:r-r-:. `•r.; .r-: i;it i?ry,1 fUpS011 Cap
r i-: r•r•:-i~r•r-r•r.r-r•r r e
C~-v~ r' r }r ri ?ir• . S Ft C.ont(lur vJL 4 1 v L }
JJ -r r rrrrr-++
~1 ? :r:r r r r-r'r.r-r.r-r.:.. •-:.r.. r_
Plowed surface
' Slope Direction
GENERAL INST'ALLAT'ION: The at-grade area is staked out along the design contour. Existing
vegetation is mowed and raked off the site. The basal area (I, x Vb~ is staked out and plowed with a
moldboanl or chisel plow. Plowing may not proceed if the sod is wet enough at the plow depth to
form a inch soil wire when a sample is rolled between the palms of the hands. The A x B area is
covered by clean aggregate deposited overhead by a backhoc. Special care must be used when
placing the aggregate to minimize compaction of the plowed surface. After the topsoil cap is placed,
the entire at-grade is seeded and mulched to promote vegetative growth, limit erosion and protect
from freezing. The observation pipes are perforated in the lower 6 inches and secured in place.
01'051gi Page _ ol~
Pressure Lateral Layout
One Lateral - End Manifold
9 4---- Threaded
Cleanout
Latcral'rum-up ► I'luK
Force Main
Long
Sweep
90
lJ Bend
L(S p t p ,i{?✓u Pressure System Construction
-Distribution Ne`_tw-ovk S ecificatious
t;ateral Diameter Z. In. Laterals are constnicted of Schedule 40 PVC
Orifice Diameter 3 1( In. pipe. Orifices are drilled perpendicular to
X Orifice S~acin~) In. the pipe with a sharp drill bit and face down.
L lateral Length) Lateral turn-ups terminate with a threaded
Force Main Diameter _ _In J cleanout plug and are enclosed in a 6-8 inch
Force V1ain L t}, ht~. diameter lawn sprinkler valve box accessible
en
C--- -g - from finished grade.
L.
Grade
6-9 Inch Lawn \
Sprinkler Valve
Box
Page lI otL
-
03/05 lgj
Septic-Dose Wank Cross Section And Pump Performance Specifications
- - - - - -,-rte - -
Tank MantaFacturor ,t~ ~ ~P M_•n~~~~t ;
Tank Model Number C00 Pump Model Number o, v r
Total Tank capacity - j Alann Manufacturer l/ 11C
Max. Bury Depth - - AWrm Model Number
Switch Type . ! l?C'C L9l
I Filter Manufacturer 't'otal Dynamic Head (rDH) - Feet
Filter Model Number Elevation Head U
Distal Pressure
- - Network Loss - _ . _
L a
Minumun Pump Performance Required Flrce Main Loss ' -
Y,_ 7GPM i ' Fu IDH Iola) c ,
Oerlet Manla)le Min. 4^ Above Chu& With
Looking Device. InW Manhole Manhole Min. 4" Above Grade
< 6" Below Grade Sealed Watertipht Securely Moamted _ With Locking Device \
Weather-proof
Jumdon Box
- - - Finished Cnsde - - t-~
Verit Min. 12" Disconnect
Above (Trade Means
With Vent Cap
ati
Outlet Filter
Inlet 1+-- W Baffle y _ - _ J
1 Switch -
Stgnaed Reserve (specify I A
y,"
Tank Volume = S GPl Weep
Dimension Inches Volume (Jai. B Hole
(reserve) A:
(alarm) B 2 n L) Of Elevation C
(dose) C i 97 S u~) D Ft 40,
(Tde~d D - Bottum
Total - D Eevathon
.,s M. 2- Ft
GENERAL INBTMLATTON: The sapticldoso toil[ is bedded and back filled in accordance with thr
manutitcdrer's product approval specifieafiona. Maximum depth of bury as specified by the manufacturer may not
be exceeded witl10W pFier approval. Manhole covers exposed to grade have an atTectivo locking device (Padlock)
installed Piping at the inlet end outlet is of approved material, connected to the lack with watertight fittings.. and
laid on stable soil to prevent sedtling or sagging. The force main is sleeved with 4" Sch. 40 PVC to bridge the tank
excavation and the sleeve is sealed watertight- Elect, l i lies with NEC 300 and Conner 16.28.
02/05 U page -2- o
280-SERIES
1/2 hp Submersible Eff/uefWSump pumps
me'L60ty for« o "ill Provides a teal e
P WM liquid A Curve: 28049ries
trarmf~ora wa&e "iffier systems. 40
commercial f er"uty SUrnP pump 12
aPPlicabons that mqutre higher head or more now. 11
Designed around uhe r ys unique -Uni_&W castling, ^ 30 E
9
the 280-Series will provide years of reliable performance 25
A!! Models Feadrne: tills
20
' Vortex S" brpoler Perndt6ng passage of sorids 0 1 6LILIHE
5s
• 416 stientese steel rotor shaft = 10 3
• Y lubricated upper and lower bell bearing 5 2
• Epoxy powder coat frash 0
tasteners l-resistant stainless steel 0 5 10 15 20 25 35 40 46 60 55 tap 66 10
• 1 y2• Dilidmrge U.S. nt Per Minute
• Staarlew steel bottom screen - easily removable r--+---r r ,
• MOU*arn1 fluid twnPendure: 140- F. 0 3e 79 114 156 192 229 270
2804aies Cad Lengths Leon; Per MW%4e
r283 al 1a 25 so t sl ~~nenslona/ Data:
%-dara Weight 29 be, Optional 0 pbontil HOW
atrrlyd Optional Opy~ opborw - Milow 13•
Standrd WA Major 1Krdtle 10• (nwdel287)
ooeonr N/A N,A Minimum Sump Diameters:
d kryM sUnc rd m as nbd Foropeony mrgul , Modal 281.283...14•
.3 or 3' enar eo model rrn,tir_ Model 287 VMF...10•
ie rar modar 280 with 35' spa ceder 2af) 3
Factory switc7u Model 281, 283 Model 267
*Aftings
Vfaff
MOtOr SPOCNCat/On$
Y. hp 60 Hz 3450 RPM Turn on level 13• 9.6•
09 filled. Turn ot1 level el T 4.0•
thenrlalN Protected
(PSQ Permanent Split Capacitor Thu MadW asl rates atu y a*mtd w wiw~ mac Oewrrrwl
8.0 amps(115%) adjrwbn ft ae, ea made ea* by Wdm*y arc flow to to so-
4.0 amps
W orrerrtwrtlr0 pant. VrrlCalmax rtgds1287 ie not
Mold 280
Manual, Model 281 Mold 283 If/ Model 267
Wide
WRW-Swfm
r no switch floats kdr ~ 3w~ Vertical with quick- with sehes ne icc float for
disconnect (Piggy-back) smaller pils-
plug will operate in
a 10• diameter
SUMP
CIA, Certified
s- wal~vcdrP.snamltr.
Lef'b Ptunrpa •7000 APWe Tree Averxre • gsrpen, blew York 14416 • Phom 800,543-2sw Farr (6867 494-me
w~l- ~~r ~°N"'9ee~YH•Ta aeP017
Ace Ma•n UJT2oooer6n7
i n
POWTS OWNER'S MANUAL & MANAGEMENT PLAN Pop of
FILE INFORMATION
SYSTEM SPECIFICATIONS
Owner
f- Septic Tani Capacity
❑ NA
Permit ti - _
Septic Tank Manufacturer NA
)ESIGN PARAMETERS Effluent Filter Manufact
urer
L r U NA
Number of n
Bedrooms
O NA -Effluent Fifer Model 7 ~
0 NA
Number of Public Facility Units _ Pump Tank Capacity r- NA
h ? ei
Estimated lbw (avers -
III 9e) aVda Pump Tank Manufacturer NA
Design flow (peak), (Estimated x 1.5) rJ Q aaUda Pump Manufacturer we 0 NA
~i
Soil Application Rate gaUdy* Pump Model . , 0 NA
i Standard InffuenVEMued Quality Monthly -
average' PretreatmerN Unit NA
Fats, Oil & Grease (FOG) 530 mg/L 0 Sand/Grove: rilter 0 Peat Filter
Biochemical Oxygen Demand (BODE) 5220 mg/L 0 NA 0 Mechanical Aeration Cl Wetland
Total Suspended Solids (TSS) 5150 mg/L 0 Disinfection 0 Omer.
!Pretreated Effluent Quality Monthly average Dispersal Cell(s) F NA
Biochendcal Oxygen Demand (BODs) 530 mW/L 0 In-Ground (gravity) 0 In-Ground (pressurrted)
Total Suspended Solids (TSS) s30 mg/L XNA pgt~t-Graae 0 Mound
Fecal Cofiform (geometric mean) 5104 LVI00mi 0 Drip-Line 0 Other
Maximum Effluent Particle Size )k in dla. 0 NA ONer.--~
armor - 171 NA
NA other
u NA
'Values typiraf for domeetk: westeweter and serxk: tar* effluent. Other 0 NA
fiWNTENANCE
Service Event Service Frequency
iinspect oordiuon of tank(s) At bast once every: ❑ mo s)
.year(s) (Maximum 3 years) 0 NA
Pump out contents of tank(s) When combined sludge and scum equais one-third (Y~) of tank vohsne 0 NA
Inspect disperse cell(s) At best once o very: 0-month(S) (Maximum 3 years) 0 NA
Clean effluent finer At least once every: a> (s) 0 NA
~ e O
I nspect pump. pump controls & alarm - - ,-arms) - 0 NA
At least once ever- y. m
Hush laterals and pressure test At bast once every: - ❑ month(s) 0 NA
~0mer: - year(s)
A: least once every - 1 ❑ month(S)
- 0 year(s) 0 NA
NA
MAINTENANCE INSTRUCTIONS
Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master
Plumber. Master Plumber Restricted Sewer: °OWTS Inspector, POWTS Maintainer, Septage Servicing Operator. Tank Inspections must
linctude a visual inspection of tiro tank(s) to identify any missing or broker hardware, identify any packs or leaks, measure tine volume of
Lrombined sludge and scum and to check for any back up or ponding of effluent on the ground surface. The dispersal cell s) shall he
visually inspected to check the effluent ~evols in the observation pipes and to check for any pending of effluent at the ground surface. i
The pending of effluent on the ground surface may indicate a tailing condition and requires the immediate notification of the local
!-egulatory authority.
When the combined accumulation of sludge and scum in any tank equals one-third (k) or more of the tank volume, the entire contents of
,he tank shall be removed by a Septage Servicing Operator and disposed of in accordance with chapter NR 113, Wisconsin
AdminWhafNe Code
NI other services. including but not limited to the servicing of effluent fitters, mechanical or pressurized componoms. Pretreatment units.
land arry servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer.
N service report shall be provided to the local regulatory authority within 10 days of completion of any service event,
Page _ of START UP AND OPERATION
For new construction, prior to use of the POW, S check treatment tank(s) for the presence of painting products or other chemicals Chet
may impede the treatmam prooess ardor damage the dispersal cell(s) if high concentrations are detected have the contents of the
tank(s) removed by a septage servicing operator prior to use.
System start up shell not ooc r when soil conditions are frozen at the infiltrative surface.
During power outages pump tanks may fill above normal hghwater levols. When power m restored tha excess wastewater will be
discharged to the dispersal oell(s) in one large doss, overloading the cell(s) and may result In the backup or surface discharge of aMkient.
To avoid this situation have the contents of the pump tank rwrhoved by a Septage Servicing Operator prix to restoring power to the
effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal laves
within the pump tank.
Do not drive or park vehicles over tanks and dispersal oats. Do not drive or parx over, or otherwise disturb or compact, the area with n
t5 feet down slope of any mound or at-grade sod abwoor area.
Reduction or elimination of the followkhg from the waslewaler stream may improve the performance and prolong the life of the POWfS:
antibiotics; baby wipes: dgerede buts; condoms: cotton swabs: degreasers: dental floss; diapers: disinfectants: fat; foundation drain
(sump pump) water, fruit and vagetable peelings; gasoline; grease: herbicides: meat scraps: medications: oil: painting produdo:
pesticides; sanitary napkin; tampons: and water softener brine.
ABANDONMENT
When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to insure that the system is properly
and safety abandoned in compliance with chapter Comm 83.33. Wisconsin Administrative Code:
• All piping to tanks and Pits shall be disconnected and the abaneoneo pipe openings sealed.
• The contents of all tanks and pits shall be removed and property disposed of by a Septage Servicing Operator.
• After pumping, all tanks and pits shall be excavated and removeo or their covers removed and the void spare filled with soil.
gravel or another inert solid material.
CONTINGENCY PLAN
If the POWTS fails and cannot be repaired the following measures have been. or must be taken, to provide a code compliant
replacement system:
❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system.
The replacement area should be protected from disturbance and compaction and should not the infringed upon by required
setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need
for a new soil and site evaluation to establish a suitable replacement area. Reptacement systems must comply with the rvlsO in
effect at that time.
❑ A suitable replacement area is not available dire to setback and/or soil limitations. Baiting advances in POWTS technolog i a
1 holding tank may be Installed as a last resort to replace the failed POWTS.
site has not been evaluated to identify a sultable replacement area. Upon failure of the POWTS a 8011 and aka evaluation
/ must be performed to locate a suitable replacement area. if no replacement area is available a holding tank may be installed as
)L-in last resort to replace the failed POWTS.
nd and at-grade sod absoTtort systems may be reconstructed in place following removal of the blomat at the infittrittlve
ce. Reconstructions of such systems must comply with the rules in effect at that time.
<<WARNING>>
SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASSES AND/OR INSUFFICIENT OXYGEN. DO NOT
ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A
PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE
ADDITIONAL COMMENTS
POWTS INSTALLER POWTS MAINTAINER
Na Name ncr.✓ %
Phone ~I ~l
SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY UTHORITY
Name
Phone
- Phone j 6
i
,e d I I
This document( was crafted id comptlance with chapter SPS 3e3.22(2xb)(1)(d)3(f) and 383.54(1). (2) 8 (3), Wisconsin Adminatrstve Code.
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wscorwn [~epannrent ci ~~:m:mn-ce r';)i1Y QS 1018 SOIL EVALUATION REPORT Page of
Dn,s- r o'Safoty and Sulc~ngs
In a°..cadance With Comm 85 Wa. Adm Code
Cnn y y~
Arx.•1 oanplefe vte plan on paper rd leas than 8 7:2 a 11 mnche5 in site Plan must
vk'Jude, btn not lirrnted to- venial and honzmtal reference po:M r,BM), dvecbo and Parcel I D
percent Slope, scale or drmensons ncrlh avow, and location and distance to nearest road.
Please print all information. Re" by Date
FMONI Monvuiwn you wwMV •nav w"nae Iw semncary p,rooeae Ir4,.e:cv Ur. • 1: a (r, (ml; ~ 7
Property Owner Propery Lo lion
~ GvN1ot --1!4 S r T N R f, ~f E IoO W
Property OwlfersT~lailine Adorers ! Iota Blodsa Nxreq _ I
r_ t I
Uty State Zip Code Phone Nurnber - ❑ City O V liage Q j&Wn, Nearest Road..
J %
4. IL
New Constnxnm -
b~. use 7:,}-ResloeMwl! Nurtitxr of betlroans _ Code denmd design 8rnv rare GV'U
i ] Replacement or cr rcnWwg - Desmbe -
Pa,ontwledw ~ Flppd Plan a+evaWnif upplwat>IC ~ R I
I General oormgnts ~e
and raconevMndaUJns.
i
j ;~Slenl TypC J1..~ 5/ste'n Elevabno
❑ Elonrg
❑ Pit Grm,nrtwtateelev ft Depth to WnOrg fads n
Sty Appli,:abon Rate
Horizon Depth Dominant Cal«i Redoa Desmpton Teatae Stiff c Consistence Boundary Roots GPDff
in Munsea Gu. Sz. Cunt Color Gr. Sit Sh 'Effat 'EIrc2
i r l
i
it ❑ Boring
Q Pil Grountl surface elev Depth to lowting fatly
Soil iration Rate
Norizm Depth Domnant Cdori Redo: Desrnpeon Ti lure Structure ConsWencel Boundary Roots GPOAf
in. Munvtl Ou Sz. Cont Color Gr- Sic. Sh. 'Efat 'EIM2
i
i i
i
EMluenl a1 = SM. > 30 < 2201 mdL and TSS >30 1150/,ull/ ' Merit 92 = BOO. < 30 nwgIL and TSS c 30 mryl
CST Name (Please Print) CST Number
Bird Plumbing, Inc Shaun Bird 226900
4nvesa Dale Evauatrtr Corducaul Tn a,pb,xia Number
1432120th St, Neva Richmond. WI 5401,7 715-246-4516
Property (N.rrr _ _ Parcel IDa - Page of _
D Bnrkv a ❑ Borng ` '
LL Pit Gnouno surface ela L'_ _ R. Depth 10 Writing fags
Shc Rate
Horizon Depth Daninant Color Redox Desorption Texture Structure Consistence Boudary Roots GPCW
in. Mursel Ou. Sz. Cont. Cola Gr. Sz. Sh -Eflat 'Efltt2
r ;f
❑ Boring
ng a
❑ pit Ground surface elev it. Depth to ImxMg taga in. Sod AppirAtion Rate
Haiznn Depth Dominant Col Redox Description Texeeu Structure Consistence Boundary Roots GPDM
in. Munsell Qu Sz. cont. Cola Gr. Sz. Sh 'Effa1 'Efw
F 1
F l ~ga ❑ Boring
IL-JI ❑ Pit Ground surface elev R. DOOM to timitirg factor _ . in.
$Oil Appliciabon Rate
Horizon -lepth Dominant Color Redox Description. Texture Stricture Consistence Boundary Roots GPOM
n. Munsell Ou. Sz Cmt. Cola Gr. Sz. Sh 'ERtY1 'ERa2
I
• Effluent a1 - BODr > 30 < 22C rngrL and TSS >30 < 150 mg/L ' Menl a2 x BOD, < 30 ri gtL and TSS < 30 mgrL
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or
need material in an a:tcmatc format, please contact the department at 608-266.3151 or TTY 608-264-8777
set,1330.11 ww
Properly Owner Parcel 10 a.- Popp-d
❑ e«tio
a n
U-Pit Ground aaadGe Mev( v r 2 Depth to Yrtmry fsM --J--"- at
S AAPOCOm Rate
Nu®n Depth Dorman Redoe Desayarn TWO" Structure Canasrce boundary Root GPON
in. Muaaa Ou. SL Cans Color Gr. Sz. Sh. -EMI -EflW2
+ 30-40 71, - s
mrv,p a
❑ Pit Ground surfaces ciev. k Depth to landing; tailor in. SoN icubm Rate
Hato Depth Dominant Color Redua DesaWbon Terris Seuraae Corewee¢e Boundary Roots GPDM
n Muatl W. SL Coot Cola Gr. Sz Sh. 'Eltat 'EM
Bcr4rp a ❑ B°'Y5
❑ Pit Ground surface elev. k Depth to tim nnlItarlor .-n .
Sd Rate
Hormon 'hplh Dormant Color Redow Desapuon. Tmmse Structure Coralseerce Boundary Roos GPORf
M. MursN Qu. SL Carl Color Gr. SL SR 'EM -F-1w
Etlitio al = SOD, > 30 < 220 m91, ad TSS -30 < 150 mg& ' Elluert 02 - BOD, < 30 MA and TSS 30 m9t
The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services pr
need material in an alternate fomuk please contact the department at 608-206-3151 or TTY 608-264-8777.
swauolasor
Soil Test Plot Plan
Project Name Robin Haffner Shaun Bird
Address P.O. Box 381
New Richmond Wi 54017
CSTM #22691
Lot 3 Subdivision Lundy's Preserve Date 5/181,18
NE 1/4 NE 1/4S 27 T 30 N/R18 W
- _ Township Richmond
0 Boring Q Nell PL Property Line County ST. CROIX
BM or VRI' Assume Elevation 10o ft. Top of power box
System Elevation 96.5' 'HRPSameas Benchmark
138th Ave
Scale = 1/4" = 10' B. M.
r
2 Acre Lot
96.5
B-1 96'
B-3
~ C Slope
B-2
Town Road
,,r. j`x\aicrt.
Safety- and BuiF7:ngs Umswn -
0 5 201 W. Washington Ave., P 0 BOX 162 Saupw Pawn Namba iw be
filleo m Ey Co
Madif05 WIrlk370.7167.
Sanitary Permit Applic own'
!n x,.rdtoce with S?S 383.1,2)• Wi>. Adm CWI, x.ummion of mix k= to the t
aPPoPrutt Fcwunvmtd smrt
ss teli ptios to e.`:ainmg canrtary pe•-mt. Note :1Pfu.aoon fornp (a ameownee F'O7Y71
nc De acp ac sobtWoed o Pm n ..Address (a dtQ _nwlm
a+tnmt :f Safety arA FhU¢siocul Smn¢. Vasemy inham:atya rs'u ro'Ac g Wprotj
P cur fx N (.a sectmdaty I
pwP~t m rtarr° with the Ptivv 4w_s 15.0311 N wi. Sws.
_I. 4pphcatmn Information - Pkau Prip(AU lpformaboG_ a
f'w='tp Pwm's Name - Prce: f
Propat)' Owoas Marlmg Add. -1~~ ' - i-•~~
~ c- i ! ~ Ropaq' Incaooo. l / ~ x . 1 ~ 1 ~aj
Cm:. 5rnr ._~lep.CO& ?butc Nianba Gut - -
4. 1, Y.. Seaiao -
_ r ~ack q :
fl. Typr of Building (chock all that apply) I irno _ '7~N R I_E~W'.
it v ; w [ Fu:Wy (1wrll:ng - Nws6cr of Fxrdmaen I i SulMtwxstv}Name
3LNirJGsouoanfll - Dcscnbc [ixe
❑ City ot_~~-_ _
L st..L, Own:;.. [r¢rnAc n~ CSM ".bra \ dlegc u! _ i
1.7-
k 9~ ~L11~o.. ~ !.'[own td _y..- 1
111. Type of PermiC (Cheek only oot boa on line A. Comp < or B u applfc
A : N+~w`S rem
ys Pint Syxm -i Tee. oTi hag' mrpt:;yy ,f .'MMx --tbf, non to cemng SYS= (plus)
B. O Pawt Renewi .7 Ysrmsi Rnurr. .~_.Caci •c „ I Im P2v1>rtt Patna IVmnba and Dtle ksuod~I
[iefaeF a - - I Permit lramle.o Few
~nantt ~ ~ % 1
fY T}pe of P(IW3'S S-ACai-Cum ptnUDevicS: IClrech all th t a~plrl Z`--- f~-
r
' ~ Fora P•awtin:d LKro,.uJ ~ Pressvrurd In.rxouod ~At-ur>ic Mosmd N in. o! smtsbk wiI Mum J ~ 2d m. of mmNc hil
❑ Bold n. 'ank ❑ Uipa 1n;P.-vl (um..~mern;u t.r
_ P _ ~Itevr~snletl_Xv¢;ayUml
DtspersaYTrnt cat Area Iufurmanono - - - -
Do:ya Ilaw (gpE) uatgn sou spry, aam rtur♦y~daf)' Duyy,r au fctyion4 tsl) J pisyaFal A. Imposed (s J' ' etevamo
i J ✓ i
VC-Tank Info C"Cety in .-ratai t of -
Menufaama
i Gallo. _ :rWlwn Ilmn
' t:r.. 71 nob ..xssMt :anb • ( .a•~ V h G • li
.ki~r,a xNfox tusk I '~e+0. Y" I a~I w t I Yn 1 a fz.
L_ - ! I
Rtapomibility SlatergeMl• 4menodensgnrd, ui;,mnrrs(s msibihtl for'WeebwWO of the POWfS tbowu oa the attacbed dins.
1•Imnne sNamc',{'rm:) KioubosN&Nxtmt MP,MPIS Nmnba THmmma llrooe Nmntta J
M= tier's Adilu¢s (Sheri, CgN Sme. -J-... I
LVM Counrvf)eparmenf hae Only
>i~Appnwed [I `✓'7Tix0ppro.ay..~ Pa/m~ir Fee Dax usumg tSigsaanit
~
/ --S CC,
CnrnC Craven Re~.y tf_nnf(kpsy tP~
M Coodi t NIp• 1) pprocal \T ---~~~---(5---
S fa>AC.1G F-~-
oh+ptr rxg Hunt ell sn.•. t, ; 3) 6ML, --7erI( 'I
2 N Nt-e---
l per mar ayernen o n : idey ~i ytanbe,, cv(~ i et t,a~-ft~ /w([,d
IttRnr'k roct.R«.^en 9 rn'c,t we
10 pew WA7bh :M."'rotl
wnxa sw mwekse plain Irr tie shwa arW smart rltix oa w W am Ik¢ reu x t I l imd r.. .
P444'_w r- 1
SHD-6398 ik 1111)
Sv temPLOTPI-A\
_ PRUJrs'T `robin I lat'rer ADDRESS P. O. Sox 381 New Hichmonc Wi 54Ct7
NE 1.14 NE 1/45 27 !T 30 N/R 18 44"I'uwN Richmord COUNTI ST. CROIX
SYSTEM ELE4'A'IION 100.0 DATE 3/151118 BEDROOM 3
CONVENTIONAL AT-GRADE XXX CoNYENTIONAL LIFT IIOLllING TANK
1000 galons LIFT TANK SIZE DOSE TANK SIZE. 630
b10CNll SEPTIC '1':4NK SIZE
HOLDING TANK SIZE LOAD RATE 5 ABSORPTION AREA 900 of chambers none
RENCIIM ARK Y.R.P. Top ei steel fence post ASSUME ELEVATION 100' Filter Lifetime Filter
❑ BOREHOLE O WELL -II.R.P. SameaSbenchmark
'38!.h Ave
329' Property Line
1 Scale = 1/4" = 10'
Well s to rneet all
L'JDNR seLL.acks
`House
uffcult Combo Tank
Area 15' below system is to remain
undisturbed
pe
499.5civert 2 Broom
100.5' 1 0e done to
- dwaq- - -
from system
3.M L y v Property Line