HomeMy WebLinkAbout038-1237-07-000s.mr..e a.rmF a.am��� PRIVATE SEWAGE SYSTEMNCA,n.n,$f. Croix
INSPECTION REPORT GENERALINFORMATION (ATTACH TO PERMIn 60T055
m� rnxal u•s1104 Or)) 900134C
Pant xwa,Nm wu F».n...,rdw�m, m ii i Todd Marek OOmi lon Inca TOWN OF STAR PRAIRIE 7 07-000
u Erin rv9� p0 k�YN 1 LST .18.1258
TANK INFORMATION ELEVATION DATA
TUTE
MANUFACTURERHS
CAPAC IF
STATioN
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TANK SETBACK
INFORMATION
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POMP/SIPHON INFORMATION
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aztitary Permit Application
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Sap:6398 x ml1) IY
Plot Pkn .. Page 8 of g
Property Owner
1"=40ft.
Legal Descrtp0on !� * 7 Mnv[� „ems m (except where noted)
ID =Backhoeph
h Wtac sT after. mumry w[+arm North
2tS5 IpS°kS 03ff-237-07-00) 1.710
FtREs �
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I
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i
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>2e Feaa..sE fa a � F�+n
TANK
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Nr, OINSIOU OF INDUSTRY SERVICES
2SS15PN LUIS PL
_ GREEN DAY or m5 UlI
r -• m Ind b 9n Rehv
P a.'uv9^+/P:Wrmrewrv.wl any n.pcv
w W}
Tony Evers, Governor
Febmary 14, 2019
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2021-02-14
PIP Review: PWTSREj900114-C
MARY IO HUPPERT L�
29497 King Authors Cl Danbury WI 548)0
SITE: TODD MAREK CONSTRUCTION INC
2185 1087H STREET
Saint Croix Conroy
Town of STAR PRA I RIP
MR:
Pro xxure Distribution Component Manual -Vec 2.0,
SBI}10701(N 01IM, R 10112)
Muuntl Component Manual - Vet. 20, SBD-10691-P
IS 0 110 1. R 10112)
lo,rarm, 60NCPD/{blpromaI-N
Man",,"Rea lttd
The submittal dexribca above has beenwed 6amt6rm u with applleablc W ........Am vec db,
rests anINo be
and trLxcomnStazul¢The submi" with
been CONDITIONALLY APPROVED .The
powne mbbe
uelcaadd
vwdlocated In aemNarvq wh, the collard! approvedWplansina with itudexy eomponenl mor comp
rt fwconstrncetl abon u,nmeNs as de0oetl m chapter 101.01Q0), Wisconsin Stltute;ssr¢pons31e 6r compliance
witM1 all code rtqui ements.
No person may engage to orwnrk at plumblogin the pas unless LeemN m do xo by The Deparrrom per, 145or
Seu
The (allowing conditions shall be MR outing conshuWon onnmllation and prior to ,upa,,y or use.
• Prueeye dispersal area press and dw,X "Inatioum to Swear[ maumm conanahonand Say Fth,and
• With h neW UQUALSbIt is mmendcd not b ashore the pump In the dose lank until the lank, me
pumpmI prior Tohoaeuvoi ccupancy.
• WanewmecgmentN room t"t"m,rs city m,gafamament and bolt ardor lye........vision
met shall not M discharges into the drams alsci arging b the private m ace wnffiwaerPeRMmt system
IPOWTS). Wamgmeyedshallbepbperlydispmcdof,nUeerofisle.
• Any tall grmsea leaves and shmbs shall be at RMtl and removetl tail tilling the surface for lmtallationm
proven cingundnth,mspecalarm All lmuoDan material To be removed from mound very.
• Drvetl impact, wart. form POWER Area.
• Pries TO Smstruction of the minimal arm. check the resource content of the soil to a dope of inches.
Smearing and omparms; of wet and will result,, reducing the in0lnaho cN,mi* of soil Proper soil
an be determined by mnmg a sou sample how«n me hands. lrt scam mm a 1/4-inchwire,
ine mprtpnm. lf'tcmmbles.allcpmpentlon can ptw" mbenm iamnwetoprepam,dowl
but minl hdries
• All piping hall wn6rm m SPS Table 38430-3 and SPS Table 38430-S
• Inaulme building fewer Forward 30 Aid per SPS 38230(I law
• wall rt0vekr to meet the OR 811 as 812
• Tank Installation tofichw Al manufacture'naommendations
• SPS3833.5411 The management plan for a POWTS call apeelflwlly Must, the awic ing mechanics' of an
c,Mm or anaerobic overrun tank or a holding tank whore either video national conditions exist.
I The bmwm of the lack is located more than 15 not below the elevation where the ser hors pad Is Ieemd.
3. The bottom of the lank Is braid more than 150 4a hari oniclly from when the swiong pad a Mwerl
• Vi property liners) prior to installation.
Pump Float, to be at a ad verified per a ppmvW plan. Any changes may result in pump mining to meet
Off and GPM Specifications.
• Area, that wiled cold, nick fngme ,pumps and boWdcn mdum then tofsell
"'liable 6rmpur tIfnootbu vallable, n the bond area ofthe handmstbecmR
a ground fetal A large' flfln art, 1e ne Cory nlawanyofthesbase conditions am One ... Wcd m pmoda
octa "IfibusloVC area
Owner Responsibilities
• The currenmwnen and wch subsequemnwnq xhall receive, Copy of this leMrincluding instmcliousrc win&
to pmpe.. M dimame,anceotheymm,_ Owners lisp receive copy of the appropriate neon and
tt
Manila] and or owner's manual far the POWTS described mass 83.5M1) his approval SPS d�
• Inthe "At th, and droado s, wind or MY'fal lomp,11111pans Mal hm nhemth
booted, the Propose) owner most blind the deficiency plan asdescribed p in the oposd plum.
A copy of the approved fiend, specifications and this letter shall he omsire during rensruoion and open to
wasser oe by awwr,,d mpresenytivn nfthe Depanmem, which may include local believes, Appeal
behind by the Men car tie Ideal mmudpallty shall be obtained prior denouncement of
denatmebnnn':uimtmnlopemrm.
m approach this appre.'.I the Division onndmtry Services reserve.0e right be require changes or audit,, ahwld
condition, making them ..D for code wraplwn A. per is 101. 12G),,,,g in the review
shall mhcelhe doignfthc arempmoliallty for decisions a safe buddlogtawcmfe or component
Inquiries commence; this correspondence may be made to inn who telephone number listed whom. or at the address
w the lemrhoad.
The above led addreeeshall provide' copy of this letter and the POWTS m... Susan plan to the owner and any
others who we responsible am we insculatloo operation or Malabouow of POWrS.
Surce elf.
,7 A7., 11veal„d
Tim Vantler hest
Private Sewage Plan Rosevear, Division of Industry Services
(92144924$14,1hom Pry600alit Ibepm
Om.vanderimona i.pay
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Adideastion
INDEX AND TITLE PAGE
Prompt Name: TODD MAREN CONSTRUCTION INC.
Owners Name. (same)
Owners Audi PO. Box 228
21 oid
NEW RICHMOND, WI U017
Lagal Descripho: NE114 OF THE NE 114, SEC. 16, T31N, R16W
Tawnlemp: STAR PRAIRIE
County'. 6T CROIX
Submersion Name MAPLE HAUGEN
Lot Number: ] Block Numer'. NA
Parcel I0. Number: CPS -1237- W -000
Plan orientadbn No:
Page 1
Page 2
Page 3
Page
_. {Pages
age
Yi_.. ,Page]
' Pagea
Index and tits
Date entry
Mound drawings
txmkfal and dose tank
System malntemance modifications
Management and Carmel plan
Pump wore and substantially
Designer Mary Jo Huoipah Gaense Norman 1859-007
Date02N1119 Phone Number 715-426-1775
Signature- 1%lIASL%�(�/L'il
7
Designed Pursuant to Me
M Cannot Manus rw POINTS Version 20 SEX tml sl.P in 01101), end mdm
inei Publeason 96 Design of Pressure Distribution Networks for STSg5(01181) and
Pressure Daniel Commensal Manual Ver. 205B01070i IN, 01I01)
Version ZO)R. 0312012) Page t of 0
Mound and pressure Distribution Component Design
Daman Worksneet
Site Information
(RorC) R
Residential Or Commerdal Design Oki sond M ps a�vlwetbm mi
4W.00
Estimated Wastewater move (go) ended fix
A"It.6o Peaking Faclor(e.g. 15=1W%) xlrct°s.
6� 00
Mason Flox (gpd)
10.0g
Site Slops had
100.00
Contour Line Elevation (it)
RS.Bo
Depth to Limiting Factor (m)
0.6p
In- situ Soil Application Rate gradi
oiademion
Cell IMormMlon
eo.00
Dispersal Cell Length Along Courcur (it) - I0.00 Cell Width (%)
Loo
barriers Call Design Loading Rate IgpdM')
t
Inguem Wastewater Quality (I ii Are The laterals the highest of
Pressure Disunbutlon InW rmation
(C or E) a Center or End Manifold
333 Lateral Spacing (it)
J Number or Laterals
Orifice Diameter (in)
J.50 Estimated Ormce Spacing (%I
2.Oo Farcemein Diameter (in)
30.0g Farcemein Length LA
BO.og Pump Tank Elevation (it)
055 System Head (it) x, 3
049 Vertical Lit
oss(i
0.00 Pogi Loss (it)
O.55 In LOW CanaFilter da
(it)
iS55 TCral Dynamic Head (%)
LmmralDImni
in am
lions
I DO
In tre dialn0utian �y
n ust Enter Y or
f IN above, stet the
elevetlOn (�
of iM1e highest point
nt �J
1,.]6 it armed
Does the torcomain drain mm<o` O
Enter Y or N
4.fis Foraamoln Dralneack(gal)
5597 Sx Void Volume (gal)
60.86 Minimum Dose Volume (gal)
P] 46 System Demand grind
Manifold
olam i rSol ection
In, did.
na chotuice
25
so
200
c
3.00
20
c0
6aI1wISIMcti
Calculatorapacity
Treatmenttank IMomutlon
Tolel Tang Capacity (gap
s
1910.W Se ICTonk Capaclty(gal)
Total Working Liquid recall (in)
Wieser Menuradurer
gelfin mintarroaul[ in call 049)
Doss Tank lMommtion
entering Filter separation
8WGO Does Tank Capeaty,hal
BEST Filter Maoufacamer
4 a Dote Tank Volume(ga in)
ICE 10 1 FIXer Mcdel Number
Weiser Manufacturer
Project: TODD MAREK CONSTRUCTION INC. Real 6
Mound Plan and Crass Section Views
Mound Component Dimensions
it
BG 60.00H I 11 00 in G 20 �60 „ j 15. fift 05 it W 2BJtft
fi� LO (H`) alspersel Gell Area 141964 IF) Bawl Area Available
10. (gpbM) Linear Lvating Rate 6.W (it)1/10 B One, Pipe Placement
Mound Cross Section View
Aggregate Dlspemal Area
Finished Gretle 10269n) G z iR
�. 1
F o.p tot az lnl Lelaml
1a09(H) -�
Dispersion Cell Imen
Elevation E e Q
G ip� ur
100 00 an Centaur Elevation
mD w site saps
Gaystaxilit haters; Cover
6M1aa' []y wspersal can s tale on a �Ton Tonsil Cap 1sn ve
s a v1 Cep s` Q O a p g eatimays
Asrm c33 sanb K L m9• v
�) 0 Theo Layer _ m.' lao-ea F p the
fs]O Aggregate m Q volehers In m:
Posed TODD MAREN CONSTRUCTION INC. page 3M 8
End Connection Lateral Layout Oiaaram
Number a LateralsA155i
L Asal DiameterIn
Lateral Length(P)fl
Lateral Specing (S)R
Lateral Flew Rategpm
System File, Rateguru
Total Dynamic Head
Onrme Diameter
6as5
in
Odtice Specing (%)
3
ft
Orifi®s per lateral
1T
On(ice Density
it )6
fl°brifice
Manifold LengtM1
66111
Manifold Deli
1.25
in
Forcemain Velocity
2.80(Neat
Dose Tank Information ta=ure ro..r mm..aroa
bal Nre mrnsitt eye
e�sv's°.1 N0ow100.neAG
.in umpnmN, ampN a venNJ
Weiser Umbers Manufacturer
Ca B0000 Gallons
volume
22241 gellincn
oimensmn
motes
OMAN$
A
2033
45224
B
200
8
C
274
W.86
0
low
24242
Total
35.97
Ago.00
Harm Manuafaclurer SJE Rhg bus
Alarm Most Number I Pled AR
Pump Manufacturer Guuld
Pump Model Number PE41
PUMP Must Deliver 2J 46 gpm at 15551t TOP
Project TODD MAREK CONSTRUCTION INC.
N0te'. Switopec
Containing mamLry
may not as used m
this system.
Pel or 8
Mound System Mainterfardi grad Operation Specificaill
SeuCa Provider's Name Darrell's Se tic Service PM1one 715425-1025
POANTS Regulators Name S[ Croix Coun Zenith PM1one 715-355 9C50
Sv MFow and Parannestars
00sign Flaw - Peak S00 gpd Maximum Influent Particle Size irB
Estimated Septic
Tank AverCape
400 gal Maximum DOSS 220 mi
Septic Tank Cepacrty 1200 gal Maximum T55 150 Il
Soil Absorption Component Slze E00 91 Maximum FOG 30 mi
TypaINWasfeve Dgnesac Maximum Fecal Coldorun >10EJ oful mL
real and Pump Tan4
Effluent Finer
Pump and Ounces
All
Pressure System
Mount
Omer
Service Frequency
Ins er ani service pope ev See lm
Should Jackson and clean at least once eve Sea
Test once every 3 years
brand test mi
Lmeals should ba tlusMd and r re panic eve
1.5am
Ina ed per on n sand see concussive 3
M'ecetlaneau¢ Construction
1. Observation pipes are started and materials wnbrm to Table SPS&P. 30-1, pave a wak igM cap.
and are s red in s snow the mound component manual
2. Elepentacaalcull aggregate conformsin
to BPS 3m! W (8)oL WiS. Arm. Coda.
3. AW gravity and pressure piping materials perform to the raquesmams In SIPS Sea. Wia. Adm. Code.
a. Tillage of the babel area is acrnmpnshed with a mold board or chisel prow.
5. The mound handful aria other disturbed areas will seemed and mulched to prevent soil eoemn
and help reduce frost Penetration.
Lateral Tool Detail
Finished ............... ...............
Grade y
But Diameter Lawn _y Threaded Claanoul
Sprinkler Valve Box Plug or Ball Valve
Distribution
rascal
doe 8 syred, gn0ds Same
Diameter aslateral
Prated: TODD MAREK CONSTRUCTION INC. Page 508
60 _W.. .. S
rest FE01. PE51
40.
3s
for —P.[2GW -
30 rE41 1R
2 � 25 P[]t
V
Q
� 20
ss 5
0 15
10 \\
° a° la 20 30 a° s° so ro GPm 80
o s 10 1s m'vn
tnPncm
PERFORM MnNG5
PE31 PFAt PE51
4
5
5]
42
25
a6
I�W ws¢rl
GPM
61
57
ZO
16
6
INn fxne.1
GPM
2
— "70Oo mwtK Co,��.n.�na� 1%oE��fe
Mound System Management Plan
Pernmrt to epaeaaKA111, Adm. woe' II'.-L;.n FII'; /-eAB
ne
_m. ayamn, Greg be V... led In ae.neanw in Pon Sol w.: cam. node ane coal m.imamee Iaeanraanw loto eompm,.m etr Ieervlasew ItiDrrplk SswvnpuWoavon Pa IOVBy, ary Pnxwre BlemDuron Cemperi Manuel Von 2,0 Se0. mad p by
A )l aMmmg he seem maintenance and meFnmame rryagipm
or pump lank ser III gm� Way be Investor
at come came drift
ebeNo�Omea SW Sea n ewmrynoe ever Al AM vs, YWe Adm Cod. won lee Seeks 11 no anger ogee on
OSeW or park lack, rembeed me,Send to I.Peellsini ew ane rd be "pegs roe valets, tignme
of
Scene 0 Fi l acoEnW or uneughm my On omee entry into a or penalty
o9ooermmman rll-be I Shall We, Me o onax in declare gas Meeamee by an Memr¢paplp
The up an of
reµoWu by hoeemee by on mea'-nelp CT �xeere The p =e4 uMw snaftern et„Pad Am Fee
ouXn Ntt, in»�be�dagmnk
Shall be damaged of in accordance for OR 113 ink
nded
of Shall
he The III
meet To and -�� varied me be amoPirlen,... mosed,
made to raffian �m MASS tank For Way local offers Iffer Seen r1rdes"d fear My al
w W dam mnm Po Tat i way Tal huge Good or an stermigang ,ream ux
ro Pink mal man So
area to
to
� If Me oomemx of vn large are col removes aatbMan base aam of a lrenne'I aausmmInd 4m map a to migmmeet armare rrofM are IX ee Om^mti lOprml wrtcnenrlml atld&x to unerce xepve FromPit i,meoneM¢, g"'lletnote to lack en
ue toy shis MeWreved rawPlw' Pink ux of a 0omil ecommerte. owner, Illogicalness
P�en"I°a�memye mr m`^� "' shell be mewm va. a year a naelko wilbm Sew Piµ a Ginnie e e Intl serene as nn.emry. verrry Prop¢.
No to,, or At Pro ill bor real Oil One in half and Pbort 1M.Myradd Shall
red Pal F rely be made afd they made I ramover and Me
und
ll be
,Websthe edam fieWc eo aSeem sal^ce ,n and me omgoncome
mancMae emmkmhof m �mvonei Me loha. oThan Wawgeewe
m pgpenepabo0 Cam rrtelnukmelchose (Ooe Fiscal delete left Me meum be beaatty
,local wdom Ind mourrid and
riII auvulFor
To mown^modaction I, Fe forma to em nerdMay
net
exceed
40%&L BCD. , I W mgtt Tom al In mph F0GM see¢mnk stomach or 30
nyLeBOq w m9M1FAA . 10 maLForced fir and dome to and I FOG m pry mans armmonark em lady nw crcee menm
mm xnlbp pool Me eM ofeamlderal and e!x reform madded nor am, Ism Me
im wre a prewe) perlwPM It uouN M be gmparee Io cIM lol me,
eelmemcem,mme eonfia mgp bee mmame w a wee aewmp I headed m System shelfGeneral wmm ere
fro,or goes Golan Me forml
Ib be mine Indio P noels sake be,TONeb to osi an
SON Small ontll
Iewl¢enoee 6nonex unwnere4aze pennl,pb r eyulrz repyn Initial Poling
fen mweOMp. earvy
If to Pmal mmpanene hwme @rOman to Pink or localubn spms Fee ored Waed m keep mem x mam
(Som"Inds, PIP,
roIdeal %ark puvp PUMP local, ahem or reline b M0RI1)l Mli be Mme "
arIt to e oecom^mes trY a Ade wasmwdW OF half m elegaa nimmedlelm Me smuts Waet'n ai
I Any meant reacted �g, a no o tymma4n be anal opgw pwpvm enAn d ekne aPFdd or ,em
fivedme a way Pig My �p
repP— for Me
nameeoenlxe¢home manam¢rymocal Me SMa0l-t v me
See PeSe 6 orMs q�ermename and teepnme nnmboe of w..lonel pOYvfsrepm« Pe�nG remp�e pon�eee�o^
,afir
Mo,meMdn and ahWlee of menampeemom enee ,snare a¢narrcebrPdaeeM
e re emge an ¢epwme cumena are cor e W city onmYmanagement Pan to P¢ gaem~m unim ar ervnkN6n
-71 n4v!EX 7�; id, he"C
Plot Plan
Page 8of a
Property owner Tcon N LK /' a 2X�4,
LegalDeserodon !ter-7�,,,E' I"=40JL
a (except where noted)
-'/ 731u w � O =Sachhoepit
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NE-114 of N, ry -1/
ST. CROM COUNTY
SEPTIC TAM{ MAINTENANCE AGREEMENT
AND
owner/Enyer �000 ilt9��/z
Mailing Address piOX zfg /3eW p12�i c+pr�.aM,.JIn'A )/J(
Property Address 7,185
(verification required from Plarabepamwot fro veer wretmc J
Gty/State AJE(J Pjs5H,4"areel Identification Number 639z_/¢
LEGAL DESCRIPTION ,f{qR PIAIRIE
Property location /�lf7a/., /aav�'/.,Seca/ T NR�W, Town oft r�.2[drt1 Ti
Subdivision MIIQ�� tt �ILai ell .Int#�.
Certified Survey Map # �Volume Page #
Warranty Deed 7171�39 .volume Page#_
Saccharine an Lot larcidentlfiable CIO an
SYSTEM MANTENANCE AND OWNER CERTIFICATION
Impmpee,ue end mainknence of your septic ayakmcoWd rceWt in ib prcmeNre failure w hvMle wxlee. Proper
rematowaee cousins ofputnping out the septictrod every Wa pun or screw, if needed, by a licensed pumpet. What you put caw
the syslemmn affect tlm muntirn of the septic tank as aRenewed were m We screw disposal system Owmr malnkrrowe
responsibilities aro specified in ¢Comm 83.52(1) and W Usptw 12-A IXod County toward, Ordinance.
The property owrw agrees w submit w St C rx Corry Planning& Zeroing Departrmnt a confificanon foam, signed by the
asset and by a muter plrnbegjoumeyman plumber, restrlded plumber m a licensed pumper vwffyng tat(1)tore canine
wastewater disposal system ism processor operating consider sad/or(2) after variation and pnmplrog maccuracy), the septle took is
less Rotor 1/3 fell of sludge.
Pays, the orientated have read dae above reporters; and agree w ma nt the private rawest dispersal system with the
atmdards set NrW, heroin, ere rot by Re Department ofCommeme and the Depemnant of etuN Resources, State of Wisconsin,
Goof lion wrong Nat your septic system. you beev announced rays be mmpleed and retuned to the St, Qou County PlamwgA,
Zoning Department within 30 days of fee Wee year erperaticn dare.
Vwc certify Natall statements m Ws fotmme Rue w Ne beetelmy/omknowletlge Vwe aMare Ne owrier(s) ofthe
properly described above, by arrive of lair deed rewNed in Reactor of Deeds Office.
Nummbbeer/q�'betlroo ✓
/H'"l —��f Lam' �/Z/j�'
SIGNA OP APPLICANT(S) DATH
""Any information Nat is misrepresented any result w the sanitary permit being mvoketl by the Planning As ground Department """
bdude with tbu application a recorded wwranty deed from the Register of➢eeda Office and a copy of tire wrefied survey map if
afercoce in made N the wartmry deed.
(REv.OWOS)
MAP< 66K
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�jggpngf/� SOIL EVALUATION REPORT 1117,03
oepemremwcammarre in emalaeni Comm" wle. Mm. Code Pape 1 of 3
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rc mueriel in in alremae fomut ple conran Nc ticpemmem 9 6013-Ef63151 orM W¢-MG 9777.
STEEL'S SOIL SERVICE INC. 3of3
David J. Steel Nels Gronguist 994200"St.
CST-POWTSM NEI/4,NE 1/a.S16, M iN.R19w Baldwin, W154002
Lic. N248956 Town of Son Prairie, st. Croix Co. Direct 715-960-0347
Maplellaagen Sub. Lot V Pax 915-6M-3449
This Boil evaluation was command to mtixfy a wrong requirement, it may or may not be stable fm y use.
The location of Dix test may or may not be as sbowR as permment Im Imes were not ea u tilishetl at me
came Me soil test was Wndil
Leeeod
1..—mp.
♦ =Benchmark Ek. 100.00n
Top ofv4"pw pipe
e =Alt Bercbmeh Ele. 1 W.38 fl
Top of 3/4" pvc pipe
1 =Borings
forms Elevations
al= 100]OR
B2- 100.70R
9
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