HomeMy WebLinkAbout036-1058-90-000
Wiisronsrn Uepannwn! of COI nerce Courly ~.FOI
5alety and Balking D o~s~ur' PRIVATE SEWAGE SYSTEM .St.
X
INSPECTION REPORT Sandary Permit No
GENERAL INFORMATION (ATTACH 10 PERM.H) 600243
State Plar ID No vcrscral irtormat~nn ye_ urovde °av oc wetl'r =.e;anduy aurneess i~nvacy I.av s to ca • i~;mp 2982347
?°nn t Holder, Name g• Village Ivn nsh:P Parcel Tax No.
PETER & BRIDGET OLSON TOWN OF STANTON 036-1058-90-000
:SI ISDd Jc'¢ Insr, W.1 Llev BM Descnnurn 5egronTewr•.iRange:MaU No
25.31.17.3788
TANK INFORMATION ELEVATION DAT
TYPE MANUFACTURER CAPACITY STATION BBj, HI FS ELEV
I,T[...161,y
Septic rr
/L Benchnrarx
J e_ r c c~ . S s /dG
Dosing 0 /a
~ AI! B
Cv[ 6 3r4iL
~O l a 52-25 Bldg Sewer, .6 if
/..Z
11°o-dr"g St.'Ht Inlet Q A- C 1 `f
TANK SETBACK INFORMATION SVHi Oullet \
TANK TO A Pt WELL BLDG Venl - n Irtake ROAD D' Inlet \
Septic
Z. Dt Bottom
Dosing ~ 5a 5 Z /44 fib' -7
Aeration 1 5z. 2-14 / HeaderMan
3 4 9~ 6• ft 13
Dst. Pipe. Fly,
14 9,
, 9'" :~ff
Holdlno -
Bot. Systen- IIt~
T, , c- '4'1- cry q~
PUMPISIPHON INFORMATION Final ,.-te
39 `jF. !
Idanafa~cure' Demand St Cover p
Model Nwnbcr
~C GPM 3• * O
I UH 1Li ' Fnrhon Loss System Head i U (L
/19Z r 3
Forcemain :.en IrQ Ural a Dist to Wt•II )
SOIL ABSORPTION SYSTEM - - - -
BEWTRENCH Witdr I angle NC fT•e es PIT DIMENSIONS Nc 077 Invde Uar~ cuo Ueptr
DIMENSIONS 75
SETBACK SYSTEM TO J P;I BLU(_: VJCLL LAKCrSTFtF.AM LEACHING Ivtan:.lcol:nr. \
INFORMATION Ct1AMBER OR
TY' °;Y51em. UNIT 1'1a,Ul Number'.
6J 3(, b 1, iiil ! I `7 W-
DISTRIBUTION SYSTEM 0
luaderlAamlo d , UiSV,UUtion x How Size / x Holc 5pa::my Vr t Arr Im e
2 Pipp1517 4q 5 3 vg
IengI Dra Lenctr~ D..a Sp.;,ams lL -
SOIL COVER x Pressure Systems only xx Mound Or A[-Grade Systoms Only
Depth Cis: of Iwplr Ove' w. Deism o' xv. SeudeorScotled xx 6lw der
!toriirencr Certer )7 BudTercn Lutes 'nMof
Ne Vcs Nc
COMMENTS: r; Include code dscreponcres, persons present, etci Inspection kt I I ~A InspedioT2
Location: 1(41, 190TH ST
31y rH ~s c~.: o W
1.i At: QM Description = J
2 i Ridg sewer kng!h -
amount o` cover -
7 1`Z t ( anti C!i(CI, U 1v6 0
Plan rcwsro Required? _ Yes
use otner side for adtli6ona.~ information
Date
yRty.11'7J iR3ry IrseP=tore .nrnat - Cerl No
i
F
Mighty-Mate/Flow-Mate
Considered one of America's most popular sump pumps. This c{r ,
robustfamilyofsump pumps is known for reliability,durability
and performance. Available with an intergrat, 2-pole, snap- r
action float switch. The heat-dissipating cast iron body with
powder coated epoxy finish provides maximum pumping 'r
performance under the most extreme conditions. WithZoeller's ~e
~`t.'-. r
coot run design, the hermetically sealed, oil-fitted motor
and non-clogging vortex impeller add up to a long-tasting, j
trouble-free produce
i.n O \ C- Jv ®QaLTiiz
APPLICATIONS:
• Water transfer -
• Sump and effluent systems .OPTIONAL° PUMP STAND P/N 10-2421 °Fasy assembly"
• Light commercial R,"'u'.e; r,,r n;in.:logying by dcbns
• 4,Cka Zes rC:ks or u'ick5.:noe1 the Pump `.r, 1 ~ennava<.;
• New sump and residential construction - •4ace of burab.e, nu••-wros,PABS
Qa,ses pump 2'!5 an) off bottom Of baNO
SPECIFICATIONS: P•ovides:r.e a t, ty to raise wake by adding
Se;licns oft-: i2'• or Y' ION40 n•DN S01 PVC Pipirg
1-1/2" NPT discharge ! Auarnez securely to psmp
• Acrommodales sump, dewatering and e`!tuent
3/10 HP (53, 55, 57. 59), 1/2 HP (98) application
• Available in automatic or nonautomatic tJOTE Ma§e sore Float is free from obsvucuor. T
• 1/2" 112 mm) spherical solids capacity 'C^s s~^ez.P. ;o, 6S 7r,. 95. ce.:?q 1.10 an,a t 50
• Thermoplastic or cast iron base-
• Thermoplastic or cast iron impeller
Bronze construction available (55159 series)
For more information, see technical Data Sheets F142778, w
FM2779. c LL PUMP PERFORMANCE CURVE
MODEL 53/55/57/59/98
25
ii
c
w F. 20
x
! v
d
Z 15
0 4 98
J
0
2 53 5:57:59
C
10 20 30 40 50
GALLONS
Ncraummatic model with piggyback
LIT. P,S 80 E7
°LGW PEP'; I%
6 J Ali rights reserved. 70ELLER PUMP CO. 502-778-2731 1 800-928-1867 1 7cP lerpcmps.rom
_ ~f~1L -rho i ~ _ 3~ 5
. Is ~ r - Caunty
k, FEECEd Y Safety and Buildings Division 1 6
X• 0S 201 W: Washington Ave., P.O. Box 7162 Sanitary Pemnt Nunfner (io be filled in by Co.)
53707-7162
~P5. wj 541'' ~ 6 2U11 Madis WI
CT f'I:Rfnlx COUNTY R-AJLD 6-4ZZ-A13
~OMMUNn.R~t~Q ilf 48E9SS8EN Snrc Tr.Insacuon lNurri
~~J $
Ir.accunl:otce win: SPS 3gi.2I I:. i. \11c Urn Code, submission of Ihts form tc:nr aFr:,vy, _ 6 and Z3q 7
'
I.% required pnor to obtaining a su:itmy pa:mte Note' Apph;ulion firms for state-awned P011,^'S are submitted to rsiumt ;Address (if ddferenl than mading address}
Iht Ckt rlntcn or Safely and 1'nlr~e n a: Sin tr Pc",na inf rmia:ion you p: guide rimy he used Ihr se onday
u cNe as nuncc wnh tIV Pr n.a. 1.:n, 1`'t4il};mi.NK
1 Application Inform 1 sr P rnlauon 1 J
I n -n thus N~t- n parcel,
II G~
Piopaty Owner s Matting Address - Piopcny Location
195 1i0>1 aS.31.1,. ,x
Goyl. Lot _
City, State - Lip Code Phone Nu: ihcr W y, section l
` -Gl/YlO S (circle onel
T~ N, R Fob
11. Type of Building (check all that apply) Lot L
❑ I ur? 1'a-nih Dwelhng- Noto*,w: of Bedcu J Suhitrtstnn N c n_ -
Block p
n PublicrConunercud Dcscr-.hc l-sc 4~J/-J1/_/~ city of
La\1 Nunl:•+nr- 1 Vdlaye of
Slate Oyned - IhunhE' Use
~ 75 L nwr. of ~SI A fJ'1 Ly ,(1
Or/ A
III. Type of Permit: (Check only one box on line A. Complete line It if applicable)
A -
JNew Syslcm ARcplaccmcnt Syslcm l r' 7n'atlm'nv1Io1d:ng link Replacement Only L Cghc: Nloddicaoon to F.,, iminr Sys;cm ;cxnlmn)
B. F1 Pem,ir get, l L Pe: not Revision List Pic'.iuus perms ";,.prober sot~il Date Kura
Change o(ph:mher Pcunit Ttamfer to New O
Before I Xpr. I. 0%ner
IV. Type of 1'oFV7'S Sys(emlCnmponentrDeyicc: (Check all that apply)
Nun I'mw:m.... I n-Orounc ❑ Pressurized lo Om and F~AF(iraJe ANiouval. 24 in. ofsanablc soil Mound-'4 in of sllitaIII - I
Ilnldmg, Tank shirr, DtV<rsed Component (explain) Ptchratmcru D-Vee IrXnlaln)
V. Dis ersal.11 reati eul Area Information: SaL
D`6(gpdI D"I'zIt N 1I A ,p Ra-mgpdst Dxpcrssl A R ouirc is;) )t spcr al Arcs PlojK .1 s11 System Elcvaum
VI. Tank Info Caput to Told 8 of Manufacturer
Gallons G.1 Uri, Vldls c w c v
Nrw 7anka E., risk Tnnk; , 1 ` o 2 u 7 R
r aY- j~r_ 'C~ Ir_r w V U a
Dn.:mp Chzmher Cobb ! 1l Z_ U x, VII. Responsibility Statement- 1, the undersigned. assume rresponsihihtu for installation of the POM TS shown on Ihr allached
plans.
plucnb.1 N Nan: (Print) plumhcr t \mnnn:r MP MPRS N;.mbq liugncss I'imnc Number
~2~~c hie / h, ithfe'r c r t~~f>Gf/ ~ `~~`~97~ 7fS 7loSf-slis
Al! ('lumber's AdJrrss (SUCCt, Un•, Swtc, Zip Cldr) -
- Zh
"mod'/c>
Vlll. unty/De rarleacnl Ilse Oniv _
Appmvc'dd permit I'm Clara 1 II Issuing n SIFltaulre
oc, G,c t Rcas or Dc tti 160~ CO 1C. Condi cas s for pisappruval c r - tom
e, to 11 w n r"
i ~ Gl~ a~OPb~ J, n6
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Gear- f~„J/ ~~r1
'paitv ayemen
zn ? u tae i .;v ai airs..
2 Ak rill w* rwmr"n;s must ue rear::, It c
0 pr►OFBuld+tr5(/:MinArcf. T
vfz
Albrh m rumylne pWm far rhr ay,lem and >ubmil 1u D`ou~ oly 42~~~
ealy oo ppr nor lcu )111n a b2 a 11 mrbn. In sire
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CONVENTIONAL COMPONENT DESIGN
Residential Aoplication
INDEX AND TITLE PAGE
P•oject Name
Owner's Name: o o -
Owner's Address: 4 j
I`lD ~x ,
Loyal Description: H! r N n/ & -5-, 5_ 7 I M (Z,
Township 1 R N 7ur)
County,
Subdivision Name.
I of Number
Parcel ID Number-
Page ? Index and title
Paoe 2 -Plot P4ar
Page 3 Systcm Sizirg & Cross-Section
Page 4 Filer Specs
Page 5 Maintenance Information
Page 6 _ Management Plan
Page 7 St Croix Cty Seetic Tank Maintenance Forrr.
Page 6 Warranty Deed
Page 9 CSM or Plat
Attachments: Soil Test & Ho,ise Plans
Designer/Plumber. l✓~lrher'Licens.,Number: Date: D ZS //-7 Phone Number
76
Signature
Designed oursuani to the In-G,ouad Soil Absorption Compoaenl Marv,,! fl, POA7S Ve•sion 2.0 SUD-10705 P N. C1 t ltt i
Pane 1
• ;i vi; I:I :ASY)N GF INDI:SI HY SERVICES
10541 N RANCH RD
HAYWARD W1 bl!W -6462
-I D S P - Ccrtad Tnrough Re:ay
S attP rdsps'.vv..gov:procrarts ir.d.rst-e services
vxavr visCo"s r. gov
Scott Walker, Governor
Laura Gutierrez. Secretary
September 2x.:01?
Cl S ' ID No. 924973, i l L\: 11o;fTC
MI('l I NEL JON WALI III:R %ONI\G (_)1 IICL
VIKL , I'LUAg1iING ST('ROIX COUNTY SPIA
1018 185TD AVE 1101 CAMIR I IALL RD
13,ALSAyILAKF: kkI S;SI0 IILDSON WI 54016-7-08
C'ONDF1IONAL APPROVAL
PLAN' APPRO",''AL EXPIRES: 09;221`2019 Identification Numbers
'I ransaction 11) No. 298234'
SITf tint11) No 84130-
I etel Olson Please rtlcr to both Identification number,
1 i-i 190711 St al~ovC. in a 1 a ones xntdcn:c wirh the a.cncy.
Tow-n of Starton
S1 Croix County
N \N' I 4, N WT-1. 1*.;: N, R 17 W
I'OR:
Description: Mound, 3 bedrourn residence
Object I ypc: FOWL S Cunponent Manua] Re~uIlucd Object ID No.: I ?.'.0915
Nlaintcnance requirCd: Replacement system: 450 GPD flow rye; 30 in Soil minimum depth to limiting ficter Irv;li
orivinal ^rade. Sysleet(s): Mound Component Manual - 1 cr. M, SLID -10691 -1' IN III W. R. 1) Py Presure
Distribution Component A4:unlal - A'cr, ',Q SBU-111-06-P (N.O Vtil. R. 10 a 12), SSAA N4P Pub. QG; I>fflu'nt Rilla'
I he suhmirtal described above has been reviewed for conlilrname with applicable AL isconsin Adnhinisralrofio-
:u:d Wisconsin Statutes. I he s.Ibmitral has been CONDII IONALLY APPROVP.D. This system is to be constr tev
ri located in a - ordance wirh the enclosed oi,hroved rhos and will, any component n :nual(s) referenced all veI'
the owner. as defined in chapter IDI.01(10). W isuh tsar St;uurs. Is responsible 1'0:' eotapliann. with all code {ii
reyuircntenls.
No person may utgage in or vvora al plumbin_ in the state unless licensed to do sr t!tc Dcpnnrun' Per s_ I7~.06,
stals.
I he Ibllowine conditions shall be met during rnoWtICtion or installation and prior to occcpal:cc rr use:
Key Item(s)
• In the event this soil absorption system or any of its Component parts malfunctions so as to crere a l,c:dtii
h;vnrd, the property uvvncr nwst follow the ecmtingency plan as descrihed in the approved plans. In idd.lio•), nc~-
nwl:er must insure that the operation, main:crnuce and monitoring duties as dcscrihcd ill ccclion VIII of the
ourmrl colnponcnl mama: arc complied with. A cope oCt'ns inform Uttion musr be l-ivcr to L'tc m[ncr Upon
completion of the project.
Reminder
• I Ile 0Ce1ali0a Ut 01C n.oa )d ,.star rnr.st be such iAx Vie olsct dieter. iur i~ oriented adore lh~ s1:rlitce
c'untorl* pcl SPS 1S 3.-I h 6 v alP.
• Limit aclivities in the area I'' beyond the down slope ed;,e of the mound per N9ound Component Manual,
• Suit ace w Ilex drainage shall be diverted away front tiro system area pci Mound Component M:moal,
• Materials shall confirm to IIIe raquireanents or'SPS 384.10. No tunuo. appliance. appurhrr tree. material.
I.ev ice or Product :ntn 'c sold for ❑Si in a: pku Ininr «stem or run be ia5:allcd in it Ph.tn)bin12 1.N A. n;. UIlles i!
i< u` at) Ile confut'mir' W he slallJal'.i, or spcciticationn of ch;_ SP`; 82 ON :83 and Ail chapter and ch q5-
S1a1<.
he csisting POW rS must be properly abandoned per s. SPS 38:.3: W is. Adm. Co lc
A a,p~ o' the approved plane spe ideation, and this letter shall be on-sits dunn'z. consn ucka ,u n oNn a,
in<nccnon by authorized repusu:t„ dues ol'the Department, which may include local utspeclurs. All Vicunil,
rcgaircd by the ;a ac or the local numicipality shall be obtained prior w commenccn:cnt of
cututructioniinstallalion olicration.
In ;:ranting thin approval the Division of Indasiry Semicen reserves the right to require clawyes or additions shmild
amditinn<arise making them ne"snary rue code compliance. As per slate stats 101.12(2). nothin-, in this rcvic,v
Mal relieve the deni_ncr of the responnibiliR tot designin-~ a safe haildim,,. structute, or component.
Inquiries concerning thin cunespondcnce may he made to me at the tclcphooe number listed below, or at the address
on this Icncrhead.
I ne ahuve Ica addrowe shat: provido a copy of this letter and the POW IS management plan to the owner and any
otkcrs who are re poraihle lbr the in,talhwon. operation or maintenan::e of Ow POWTS.
Sine. r:c. Per Required a 25400
I ee Ree Duel $ `
13alancc Due S 0A0
Q.OD
P:a t ki I Shan lust I W itiM:lRT code: 76; 3
R v <vur , v ision w I ulus n Services
POW 1~ PI a 11
J I 1 614-78 10Fax: (1151634-5 150 M P 8:00 a.m. - -4:-15 p.m.
pa..h.nldot i?ii vv Isc on<m.gov -
cc: Iidain A I,tyIor, tl;cax. c;nc: 11'c6idin:. 1 114) h 1-34 84. \lunciay Friday 8:011 nun To 4 30 pni
.`.f.i~I:'.F:. 1(l\ lk-V:-1-ft
is ofa 1_%Te confor•nin1" to tl:e standards or-;pecifjca:iors of oas, SPS 35 ` artd 3S. an~ tLis c faptv.r and cL.
Stars.
• The existing POXVTS must be properly abandoned per s. SPS 333.313 Nis. Adm. Code.
A copy of the approved plans, specifications and this letter shall be on-site dw-ing construction and open to
ir:spection b% authorized representatives of the Department. which may include local hspectors..All permits
required by the state o. the local inunicipahity shall be obtained prior to connnenccnrcut of
c ot: struclion%i nstal latiorv operation.
In granting this approval the Division of Industry Services reserves the right to require changes or additions shoAd
conditions arise mai%im: them nccc-say for code compliance. As per state slats !01.12(2). nothine in this review
shall relieve the designer of the responsibilip for designing a safe building,. structure, or component.
Inquiries concerninc this correspondence may be made to me at the telephone number listed below. or at the address
on this letterhead.
The above hefi addressee shall provide a cope of this letter and the POWTS management plan to the owner and a:iv
Others who are responsible for the instahiarioc, operation or maintenanev of the POW TS.
Siflecret\, coned
Pee c RCejved S 20000
Balance Due C 0.00
Pan icia L Shatdorf
PUNTS Plan Reviewer, Nvision of Indust, Services WISMAM code: 7633
6'i-;--S! 0 t-e 1.:01 50.h1 S:(10 ,nn -;:4?p.ut.
p,lt sh tl do I:i '.t ncor t ._~ov
cc: Fdw;n A T2.; tor, N'asrcw'atcr Spcc1 a1 ,t. i I i o'4-'-1S4, Mond, - I rida)' 5:00 am fc ;:30 prr
1,
RECEIVED
AUS022'?1
MOUND AND PRESSURE DISTRIBUTION COMPONENT DE§kNSTRY SERVICES
I,'.i; iJ-II,I;II F,t; I I J,y l e:1 it
INDEX AND TITLE PAGE
Project Name: Olson
Owner's Name: Peter Olson
Owner's Address: 1975 190th Street
New Richmond WI 54017
Legal Description: NW-NW-825-T31N R17W
Township: Stanton
County: St. Croix
Subdivision Name: NA
Lot Number. NA Block Number: NA
Parcel I.D. Number 036-1056-90-000
Plan Transaction No.
Page 1 Index and title
Page 2 Data entry 'Y Ekv
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 Systern maintenance specifications
Page 6 Management and contingency plan
Page 7 Pump curve and specifications
Page 8 Site Plan
Designer: Mike Walther License. Number. 924973
Date: 07/25117 Phone Number 715-556-2023
Signature Designed Pursuant to the
Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01). and both
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01!31) and
Pressure Distribution Component Manual Ver 2.0 SBD-107WP (N. 01101)
Version 7.0 (R. 03/2012) Pagel of 8
Mound and Pressure Distribution Component Design
ivr=ir•.snoct
Site Information
C! R Residential or commercial Design Note: Sand fill Or calculations assume a
300.00 Estimated Wastewater Flow (gpd) table 383-44-3 in-situ soil treatment for
1.60 Peaking Factor (e.g. 1.5 = 150%) fecal coWwrn of 36 inches
450.00 Design Flow (gpd)
3.60 Site Slope
94.80 Contour Line Elevation (ft)
30.00 Depth to Limiting Factor (in)
0.60 In-situ Soil Application Rate (gpd/ft)
Distribution Cell Information
76.00 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ft)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution Y
Pressure Disribution Information network? Friar Y ar 'i
e Center or Fnd Manifold
3.00 Lateral Spacing (ft) It N above, enter the elevation (ft)
2 Number of Laterals of the highest point.
0.188 Orifice Diameter (in)
4.00 In ;it?a Orifice Spacing (ft) = 11.84 f0orifice
2.00 Forcemain Diameter (in)
140.00 Forcemain Length (ft) Does the forcemain drain back? Y
89.00 Pump Iank Elevation (ft) Frt,r N
3 25 System Head (ft) x 1,3 22.84 1 orcemain Drainback (gal)
5.97 Vertical Lift (ft) 67.38 5x Void Volume (gal)
1.92 Friction Loss (ft) 99-2 nimum Dose Volume (gal)
0.00 In-line Filter Loss (ft) 24.90 Systerrt Demand (gpm)
11.14 Total Dynamic Head (ft)
Lateral Diameter Selection Manifold Diameter Selection
n ilia o xions choice n. dia options choice
V 1D 0.75 1.25 x
1.00 1 50
t 125 2.00 `
l 1.50 x x 3.00
2.00 x
3.00 x
Gallons/Inch Calculator fopt c
Treatment Tank Information 602.00 Total -rank Capacity (gal)
1000.00 Septic rank Capacity (gal) 51 00 Total Working Liquid Depth (in)
Wieser Manufacturer 11.80 gal/in (enter result in cell B49)
Dose Tank Information Effluent Filter Information
602.00 Dose rank Capacity (gal) Simtech Filter Manufacturer
11.80 Dose Tank Volume (gal/in) STF-110 Filter Model Number
Wieser Manufacturer
Project: Olson Page 2 of 8
Mound Plan and Cross Section Views
-t
1~ Observation Pipe -
K
0 El 00, AA
W
B
I
~ L
Mound Component Dimensions
A 6.00ft E 8.52in H 1.00ft K 719ft
B 75.00 ft F 9.50 in 11 6.71 k L 89.38 ft
D 6.00 in G 0.50 ft J 4.86 k W 1757 It
45000 (ft') Dispersal Cell Area 953.21 (fl2) Basal Area Available
&00 (gpolft) Linear Loading Rate 7.50 (ft) 1110 B Ohs, Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 97.09 (ft) - 0 G • I H
Eli
1 F •I •I
95.30 (ft)--►` - O'spersalCell 95.80 (ft) Lateral
Dispersal Cell Invert
Elevation IF D
4
94,80 (ft) Contour Elevation
3.5 % Site Slope
t Geotextile Fabric Cover
Shading Key g I Dis ersal Cell
t~ p See lateral details on
C,j lJ Topsoil Cap o 1.5 k Page 4 for number, size,
Z27 Subsoil Cap o Q and spacing of laterals.
ASTM C33 Sand :o > O / Laterals are equally
Tilled Layer c d 0 5 k rvwca Lateral F spaced from the
Aggregate distribution cell's
a0 0
Q a o centerline in the
A « distribution cell (AxB)
Project: Olson Page 3 of 8
End Connection Lateral Layout Diagram
L nm sls nu Mered over the A u R dimension
i _ turn-up Mbsn v,ave or ol.?s n:~utpluq
~.I: Lrerdls drP ~denfir, al IE X-.I Hc.lc_ JnIHJ on rho bnrNm or rtw 4roral
eVaaay spaced
F. gin. a main i:onnetlion via ree or nn^- io maolk.ld qr ins) puuA.
' I ateraL: & fm rpn'renn L. h 40 F'L'!. per 'F`.; Tit l.. ~~'8 "d=i_c
Number of Laterals 2 Orifice Diameter 0.188 in
Lateral Diameter 1.50 in Orifice Spacing (X) 4 08 ft
Lateral Length (P) 73.44 ft Orifices per Lateral 19
I ateral Spacing (S) 3.00 ft Orifice Density 11.84 f0onfice
Lateral Flow Rate 12.45 gprn Manifold Length 3.00 ft
System Flow Rate 24.90 gpm Manifold Diameter 1.50 in
I Mal Dynamic: Head 11.14 It Forcemain Velocity 2.54 ft/sec
Dose Tank Information Locking cover with warning
C✓~ label and locking device and
sealed watertight
Electrical as per NEC 300 and -0 SPS 316.300 WAC 4 in. min.
Disoonnecl
Tank component is property vented - F- Alternate outlet
location
Forcemam diameter
Wieser Manufacturer 2 in.
Capacil 602.00 Gallons rt-
Volume 11.80 gal/inch A
Weep hole or anti-
Dimension Inches Gallons R siphon device
A 31.37 370.18
B 2.00 23.60 t Pump off elevation (it)
C 7.65 90.22 89.83
D 10.00 118.00
Total 51.02 002.00 D
Dose tank elevation (ft)
3" Redding un er tank. 89,00
Alarm Manuafacturer SJE Rhombus Note: Switches
Alarm Model Number Tank Alert AR containing mcrr'ufy
rvr; ~.ra<:I it
Pump Manufacturer Goulds
Pump Model Number PE41
Pump Must Deliver 24.90 gpm at 11.14 ft TDH
Project: Olson Page 4 of 8
Mound System Maintenance and Operation Specifications
Service Providers Name Mike's Plumbing Phone 715-556-2023
POWTS Regulators Name St Croix County Phone 715-386-4674
System Flow and Load Parameters
Design Flow - Peak 450 gpd Maximum Influent Particle Size HIcfu/100 in
Estimated Flow - Average 300 gpd Maximum BOD5 mg/L
Septic Tank Capacity 1000 gal Maximurn TSS mg/L
Soil Absorption Component Size 450 W Maximum FOG mg/L
Type of Wastewater Domestic Maximum Fecal Coliforrn ml
Service Frequency
Septic and Pump Tank =p,e,a /or service once eve 3 ears
Effluent Filter d clean at least once eve 3 years
Pump and Controls t once eve 3 ears
Alarm hould lest monthly
Pressure Systemhed and ressure tested ever 15 ears
Mound g and seepage once every 3 years
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i). Wis. Adm. Code.
3 All gravity and pressure piping materials conform to the requirements in SPS 384, Wis. Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5 1 he mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Grade \
Finished Dnc
6-8" Diameter Lawn ~ Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
Sweep 90 or Two
5 Degree Ben
ds Sarne
Diameter as Lateral
Project Olson Page 5 of 8
Mound System Management Plan
Pursuant to SPS 383.64. Wis. Adm. Code
General
This system shall be operated in accordance with SPS 382-84 Wis. Adm. Code, and shall maintained in accordance with its
component manuals [SBD-10691-P IN 01101), SSWMP Publication 9.6 to 1181), and Pressure Distribution Component Manual Ver. 2 0
SBD-10706-P IN. 01+01)[ and local or slate rules pertaining to system maintenance and maintenance reporting
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death
Septic and pump tank abandonment shall be in accordance with SPS 383 33, Wis. Adm Code when the tanks are no longer used as
POWTS components
Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness Access
openings used for service and assessment shall be sealed watertight upon the completion of service Any opening deemed unsound,
defective, or subject to failure must be replaced. Exposed access openings greater than 8- (riches in diameter shall be secured by an
effective locking device to prevent accidental or unauthorized entry into a tank or component
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48 Slats. The contents of the
septic tank shall be disposed of in accordance with NR 113, Wis Adm. Code The operating condition of the septic tank and outlet filter
shat be assessed at least once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation The filter cartridge should not be removed unless
provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped
with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an
mpending continuous alarm
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of
the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner
of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank
The addition of biological or chemical additives to enhance septic tank performance is generally not required However. if such
products are used they shall be approved for septic tank use by the Department of Commerce
.
Pump Tank
The pump (dosing) lank shall be inspected at least once every 3 years. All switches. alarms, and pumps shall be tested to verity
proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary
Mound and Pressure Distribution System
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration Traffic (other than for
vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface wither
the mound and snow compaction in the winter will prornote frost penetration. Cold weather installations (October February) dictate that
the mound be heavily mulched as protection from freezing
Influent quality into the mound system may not exceed 220 mg/L BODE 150 mg/L TSS. and 30 mg1L FOG for septic tank effluent or
30 mg/L BOD,. 30 mg/L TSS. 10 mg/l. FOG, and 104 efu/100 ml- for highly treated effluent. Influent flow may not exceed maximum
design flow specified in the permit for this installation
The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral
be flushed of accumulated solids at least once every 18 months- When a pressure test is performed it should be compared to the initial
test when the system was installed to determine d orifice clogging has occurred and if orifice cleaning is required to maintain equal
distribution within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner. and
any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring.
Contingency Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system
in proper operating condition
If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or
replaced in ds" present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and
dispersal media, and related piping, and replacing sad components as deemed necessary to bring the system into proper operating
condition
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
emtmmmaulti
1 he information and schedule of mallandgament and rnaintenance for pretreatment devices such as aerobic treatment units or
disinfection units are attached as separate documents and are considered part of the overall management plan for this system.
Project Page 6 of 8
ITT GOULDS PUMPS
Residential Water Systems
APPLICATIONS MOTOR
Specially designed for the following uses: General:
• Mound Systems • Single phase
• EffluenVDosing Systems • 60 HerLz
• Low Pressure Pipe Systems • 115 and 230 volts
• Basement Draining • Built-in thermal overload protection with automatic reset.
• Heavy Duty Sump( • Class B insulation.
Dewatering • Oil filled design.
• High strength carbon steel shaft
SPECIFICATIONS
PE31 Motor:
Pump - General: • .33 HP 3000 RPM
• Discharge: 1'12"NPT • 115 volts
• Temperature: 1041 (400q maximum, continuous when • Shaded pole design
fully submerged. PE41 Motor:
• Solids handling: SS' maximum sphere. • .40 HP 3400 RPM
• Automatic models include a float switch. • 115 and 230 volts
• Manual models available. • PSC design
• Pumping rarge: see performance chart or curve. PE51 Motor:
PE31 Pump: • .50 HP, 3400 RPM
• Maximum capacity: 53 GPM • 115 and 230 volts
• Maximum head: 25' TDH • PSC design
PE41 Pump:
• Maximum capacity: 61 GPM AGENCY LISTINGS
• Maximum head: 29' TDH
PE51 Pump: w
• Maximum capacity: 70 GPM S
• Maximum head: 37'TDIf
c \ us
Tested to LIL 778 and
CSA 22.2 108 Standards
By Canadian Standards Assooation
nnr-rrs r-Fr File ##1136549
so
rF ail 1/t•f.1.v 131, fEAf 1'1 ♦1
10 y C,rMI Goulds Pumps is ISO 9001 Registered.
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RECEIVED
S'I'. CROIX COLTYn'
OCT 2 0 2011 SEFrC T,"'_',K!v,-lE\TTE\ANCF T
ST. CROEK COUNTY A_ND
:OMMUNITY DEVELOPMENT O VVNEI SHP CER7TICATION FORT
/i
~ /1 T
(Veri.5cation rewired from Planning S Loning Depic-an .for new consa acaonJ
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Parce113entin:ar,on'vlaner
F.GAL DESCRIPTION
~ f-
.:pa::y Location 4'' j ! 7. T N R~ )Town of -
t s
Ccitified Su-n,cy 1`tap a Vole Page _
r-ranri' Deed ~ r;~e=ora 21F0'.rVt, ume F' -e"----
Snec house C yes. :D no
VI'E-'%7 MALNTEN.AtNCE AIND O«" N-ER CERTWICA'n W N
hmprooer use and s'_intc :once ~f your septic s}:ncm cor:l:i rceur :n i_
_::i;i.enarce tors.>s ci ~tuupia; : tY. ite scp'SC tank cven~ th; ee _~ea~s or swner, ifaee_ad, by a.r , :...i q . . -.-r ~ r i-.cz.
s.•stetn :zn zffect t°re fir.' "on c: to s ,tic txai a trer._ment stage in the waste dispoc:i sy .ern w ;r:; 2:J,
-..pn-iOb::ities ate > t ci Ci>l in SFS. 393.51_G) acd in Chapter • St Croix Catmrv Saaita Orainz:,c.r.
1 ac propcay aµne: agree: to Sub= to St. Croie Caao-y vlMT.ing & Zor ,g Depertnen: ace-:5 an: r d',,:
.-.-,7er and by a mane: phtm?er, ir;.rne.ban rdrmb.z, rFactt.^. plumber or a licensed pumper ve:'i"c.g u -~-L-
a•,•-':t'- ii;posal system < in proper operating caad::io: and'or a8ea i. Tection and ptmpi:g lffncccssxry' , w. septic tx h it
of siucge,
i J:e undersigned have:xd the above requ!7tments and agree to tnainrax the nr-ivate sewage disposal system NitL
,...f.:rx. Lerei y w se', by tac DeparLmrw.. of Sa:en• r..n Pru[-zk ni Sc: nets and the Der men: of Nat ral Reso-y
asia. C-_:r cation sta-:ng Coat yow .optic system has beta ma:c::. aed mu1,r. >e completed and :-tuned t. n _
sn• u Ptrnnna:g S Zoning Uepament wai.ir. 30 dz,> of the th•ee year evpir:ioc date.
Lhve cer • that A s:atemenls or ,_.7- -_-V tau • tue b^c ,u am:'a.: t ,t c•.rtiC.'s'': ~ .
.-co;,erty described above, is ,;f
r'
rrr.:lter of bedrooms
__=lanon xat rs misre_: eseated may rrsu:t m ue satvr,.r;' p•...~: being vo ec by :he ?iancirg & Zonng Deparrncrt
L rC. 1..., -•vu-a r;l • . ta-
RECEIVED CII - SA~KS8
Wis. Dept. of safety arly~oitopaul services SOIL EVALUATION REPORT Page _ of
Division of Safety andYY##u~klings
ST. CROIX COUNTY it accuulance wth SPS 385,'Als. Adm. Code
Courry 51'- CROIX
An;nJi coaQMMW%i +ni EM Wan 81;2 x 11 inches in size Plan must
include, but not limited to: vertical and horvental reference rx>im $M). direction and Parcel I 0;6-10S8-90-000
Percent slope, scale or dimensions, north avow. and loralwr and distance to nearest road.
Please print all information.
Pe-sonal inrornatlw• you provide may be, uccd for seeondxy _:rp~os (14r:;;cy Grn, s- TS 04 ;t i Rev b Date
(mi). 1,47 D6
Property Ovmer Property l oca:ion
PF. I FR OLSON N\V N 25T 31 N R I TE ;or~
Govl. Lot 1.4 V4 ) 4V
Property Owner's Mailirg Add•ess Lot # Block # Subd. Nam or CSAa#
1975 190 TIT S RFFT 4A 340P'1' OF VV' 5125 OF NW NW
City State 7jp Code Phnne Numour ,ty Village • I own Nearest Road
NEW RICHMOND Wl 54017 ( ) N,4 190TH S'T'REET
New Constnrction Usc❑ Residential; Number of bedrooms Code.. derived design flow rate. _ GPD
Replacement Public or commercial - Describe - PRIVATE
Parent material _ TIT. L Fbou Plain elevation f applicable NA 8,
General commence yMCTXYLOR WAS ON SITE FOR A RLVIEW, HIS DETERMINATION WV \S IT IS ACCFPMBLE FOR A
an(: recommendations: f MOUND
Honing #
Q Pit Ground surface elev. 94.5 ft. Depth to limiting factor _ _ tn.
Soil A licat on Rate
Horizon Depth Dominant Color Redox Desuiption Texture Structure E~orsistence Boundary Roots GPDKI '
in. Munsell Qu. Sz. Cool. Color Gr. Sz. Sit. ff#1 • 8#2
I 0-' 10YR43 SIL 2tsbk Intr cs 2f 0.6 O.S
7-10
I0YI23? SIT. 2tsbk mlius 21 0.6 3 30-30 7.5)'R42 Sl. _m-
nlfi 0.2 IL6
4 30-60 7YR42 Ft[) wk"4 Sl. -nn tnf: 02 0.6
2 Boring# ❑ Boring 9.i-5 55.1
❑ Pit Ground sur'ace elev. ft. Depth to limiting factor ir. Soil A fication Rate
Hon/on Depth Dominant Color Redox Description Texture Structure :nnsis:ence oundary Rocs GPDRI '
in. k1unsell Qu. Sz. Cont. Color Gr. S.. Sh. ff#1 ff#2
I l1-x 10YR43 SIL 2tsbk nnfr Cc 2t 0.6 (Ls
2 8-24 I (jYR i , -
SII. 21*sbk nrti cs 21* 2ti (I'S
1 24-55 '.51'R12
- SL -m- ndi 0,2 0.6
Effluent #1 = SOD . n 30 < 22L' nql- and TSS :t0 < 150 mgrL ' Effluent 42 = BOD < 30 mgt and TSS <30 mg1L
CST 'Jame (Please Pnri) Signature CST Number
PETER FRICKSON 1293707
Address Date F_valuatur Conducted 7elophone Number
1291 I70111 STREET S1. CROIX FA 1.1 S \VI 5, 2ir'I? 952-261-1100
sill)-.,1"O F r
PL Ft? (A SON 11.36-10?~ 90-0011 _ 3
Property Owner Parcel ID # _ _ cage of
❑ Hering#t~Boring 43.5 60r
Q' Pit Ground surface elev. _ fl. Dep7r to limiting factor in.
Soil A licalion Rate
Horizor Depth Dominant Color Redox Descrip::or Texture Sbucture ;nrsistence ouncary Roots GPD.It '
in. Munsell Ou. Sz. Cont. Color Cr, Sz. Sn. ff#1 ff#2
I 0.10 IflYR4 3 S11. 21*A)k war C, 21* o,(, (1.8
2 1030 IUl'R," SIL '_fsbk mfr
2 cs 21 0.6 0.5
30-60 ?,iy124n - 51. -al- fall 0.2
` 0.6
Boring # u Baring - - -
❑ Pit Ground sorlaee olev, ft. Depth to limiting faror in.
Soil Application Ran:
f:orvon Depth Dominart Color Redox Descnpticn Texture Structure .onsistence Boundary Roots GPDBt
in. Mansell Ca. St. Cont. Calm Gr. Sz. Sh. • ff#p
Ronng # Ronnq
r-I Pit Ground surface elev. Depth to Broiling factor- ___in.
_ 5011 DIl It RatC
Horizon Depth Dan mani Color Redox Descrip; on texture Structure onsistence 13oundary Roots GPD;Yt
in. Munsell Ou. Sz. Cont. Color Cr. Sz. Sh. ff#1 '042
Effluent #1 - BOD 30 < 220 rngrL and TSS'>30 150 rif;I ' Men: #2 = BOD < 30 wg:L and TSS < 30 mg'L
Tac Dept. of Safety and I'tutis.ronal Services is an equal opportunity service provider and eniploycr. Ifvuu necr assistmicc ft,
access services or need n.atcrial in zn allero.ue livinat, contact laic department at 600-266-i 151 or T IA' throgth Rnlary
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