HomeMy WebLinkAbout020-1075-35-145 (2)CO11'¢
PRIVATE SEWAGE SYSTEM
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INSPECTION REPORT
GENERAL INFORMATION
(ATTACH TO PERMIT
TANK SETBACK
INFORMATION
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SYSTEM PLOT PLAN
Protect Name First National Community
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1W VIPIGA' pim is Tart ouplev REn 96'
WJONMN
sapte Tank
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Lm P"Y I I I I Ph' lip \ Tanks
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See conditions on
approval letter
mm
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Bank Office BrAkg
Pamag cop
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October S. 2019
CONOITONAL APPROVAL
PUN APPROVAL EXPIRES 2021 10-08
Plan m: PW6101902139{
IOHN SCHM17 02.'VW2FO.VALI
61615Or Awmue APPROVED
SER
Somerset Wl 54025 r2xl Dlvwcx .SVICFS OF IHou� ANFTRY SERwCES
SITE:
First National Communing Bank LLC CfG KiWn.LE-
7"Ryan Ome iB PoIC9e1
St Chair County
Town Of Hudson
NWX SW%-52J-T29N-R39W
FOR
DescrlpNon GSF IrWrvuM Cpnpon¢nt Manual -May 2018
Publl[ In6mund Pressure won I GSF
rving a bank and dental office, -2435,25 Pressure [distribution COmisnnent Manual -Ver
GPO -Replacement- W to limping fact( 20, SBO-10706P fiN01/01,R 10/12)
Effluent Flher- Maintenance required
The submittal described above has been renewed for conformance with applicable Wisconsin
Administrative Codes and Wisconsin Statutes. The submittal has been CONORIONALLY APPROVED This
system is to be constructed and located in Accordance with the enclosed approved plans and cooly any
component manuallsl referenced above The Owas defined in chapter 101.OSIWI, Wisconsin
Staboes,is responsible far compliance with an code requirements
No person may engages work at plumbing In the state unless licensed to do so by the
Oepartme0t pO5305 01stats.
The following condRions shall be met during construction or installation and prior t0 occuNi or use:
Reminders
• This system is designed to sane only the uses Indicated on the plan and only domestic
a artment. If use far the building changes, new approvals will need to be done and additional
vom ponents may need to be handled Contact col ONR
• lnmll Dlen GSF damponents Per manufacturers sprofcatiuns and instructions.
• Elfen requires the pressurized lateral W be sNeved In a A inch perforated pipe wlm the lateral
orifices Installed palmed upward with every 5n orifice painted downward to open the mewl.
• Instill duplex alternating control "net For the duplex pump system with an alarm to notlry If
Wrap goes out of service Ensure that access is provided for servicing both Pumps. Any changes
made to the bank to accommodate dual force maim must be approved by the manufacturer.
I Ensure the existing septic tanks are watarelStructurally sound and baffles are In place.
I A sanitary permit must be obtained from the county where this project is located In accordance
with the requirements of sec 14919, all Ships.
Inspection of the private sewage system Installation is required Arrangements for InspMlon shall
be made with the designated county official in accordance W i n the pmvlslons of sec.
1as.3p111fd1, Wis. state
e Astate approved effluent filter is required maintenance Information must be given to the owner
ofthe tank explaining that periodic leaning Of the cote lsrequlred
specificationsA copy of the approved Plans. ne this lettersha be on
ste duringco
n. nswNon and
open to inspection b f h De which may Includel
inspectors
Mier Responsibilities
e no currentowner, and each subsequent owner, shall receive a way of this letter Onners shall also
ropy of the appropriate operation and maintenance manuapsl and be responsible for
recall
the POINTS is operated and maintained In accordance with this chapter and the approved
management plan Orders sn313SWl
In the event this soil absorption system or any of fit component parts malWntlbns So as to create a
heahh haurd, the propeM owner must follow the contingency plan as described in the approved
plans.
The Owner is responsible for subrla maintenance verification report acceptable to the county
formamternan«bachngpurposes geWc6 shall be submitted at ntervals appropriate name
romponentlsl Wiihe d in the POSSIS
In granting this approval the Division of Indusry Services reserves the right to require changes or
additions should conditions ons anse making them necessary for code compliance. As pstate Stou
101 IIhI, nothing in this renew shall relieve the designer of the responsibility for designing sale
building structure, or component
Inquiries
concerning this wrrescandenm may be made tome at the telephone number listed below, or
at the address on this letterhead
The above left addressee shall provide a copy of letter and the pDNTS management plan to the
owner and any others who are responsible for the installation, operation Or maintenance of the PO`MS
Sincerely,
Ce.C& Rud4l
cece(Plmixerth) Rudnial
Wastewater SpenallsVPOW6 Plan Reviewer, Diylslon of Industry Services
(608) 4W 3186
ebxahedi rigs ck (dwnron e
GSF INCaROUND COMPONENT DESIGN
INDEX AND TITLE PAGE
Project Name FNFI National Community Bank Replamment Sell Ecamor
Owners Name First National Community Bank
Owa/s Address pas Ryan Drne
CONDfTIONALLP
Hudson WI Mall
APPROVED
09FDF SNETY AND PROFESSIONAL SERVICES
Legal Description NWI14,5W3/0, 527, T29N, R19W
DM 3OF INDUSTRY SERVICES
Township
mu.he
5uwmw Name
Lm Number to Block Number
Parcel l D Number 020 1075 35-145
Plan Transaction No
Page 1
Index and title
Paget
System Werwew Is WIN hi
Pagel
Not plan
Pri
Tank el
Pages
Existing YOtn Tanks SpKibcal
Page
exii 5epte Tanks Cementations
Pagel
New Seppc Tank Spov(scomns
Page
Meadow 525 Effluent Filler Information
Page
001 Talk SpennCteme
Page 10
Does Tank Cross Se Wont PUMP 11
Page 11
Dow Tank Cross Xaiont PumP 21
page 12
PUMP Car" A SPenM1uuons
Cleft' �,.aM�
iF2 wxDOaQ
Page 13 Pressure Effluent FlNer Information
Page le SzW Abspptwn Area Calcu4uons
Page 15 Pool Dnlnbumnn Answers Pumpl
Page 16 Pi Distribution Network Pit
Page 17 Pressure Distribution Network Spa
Page IS System Sizing 6 Cross Section
Page 19 plotPlan omeup
Page 20 Management nd contmgenq plan
Page a Mpba Talk Maintenance Agreement
Page 22 WarranrylDeed
Page 23 CSM w PM
AHacnmemI Sand ealluabon Palmer
Designee John Scbmm Lcnese Number MPRS 2237W
Date 9/30/2019 Phone Number 71i96DOgM
Signature G/,/st-��
Eim6SFInLlou"Component Manualbasedup the
"In Ground Sal Anewplon Component Manual Vernon 2 OSB 107O5 P IN 01/0i
Pressure Wimbuton Component Manual Par 2 O Not 107WP IN 01101)
Pipe B
FIRSrT NATIONAL COMMUNITY BANK
OFFICE BUILDING
The First National Community Bank Office Building currently houses 38
employees, 14 dental staff and accommodates 43 denial patients a day on
average. The building also has 6 floor drains —
Soil conditions am suitable for an ln- round POWTS The system will consist of
two existing 1260 gallon septic tanks. A 3000 gallon septic tank with a POLYLOK
525 effluent filter will be added Followed by a 1000 gallon dose tank with duplex
pumps. Pressure distribution will be incorporated into the design using duplex
pumps. To decrease the size of the pumps, each pump will feed a separate but
equal in size pressure distributed EVEN B43 soil absorption area. Each area will
consist of Five 45 foot long calls Trench T 8 9 will cross the existing Infiltrator Hi
Capacity benches Where the existing tenches are encountered they will be dug
out to below the biomat and filled back in with ASTM C33 sand As the Soil
absorption area is oversized it should not adversely affect the system.
DESIGN WASTEWATER FLOW CALCULATIONS:
38 Employees X 13 god = 494 licit
14 Dental staff X 50 gptl ]DO gptl
43 y6 Pagtientslday X 6.5 gptl 279.5 gptl
6 Floor drains X 25gpd 15000
Total GPD 1623.5
1623.5 gptl estimated flow x 1.5 = 2435.25 god design gow
Page 2
SYSTEM PLOT PLAN
Protect Name First National Community
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See conenions on
approval letter
fS
4
vr.�W.n
Bnk Olfim eutlry
Nam
Pamirs
P
Pay 3
SEPTIC TANK CAPACITY NEEDED:
2435.25 glad x 2 088a5085 gallons
PROPOSED SEPTIC TANKS
Existing Tanks 2-Weeks Concrete Products 1260 gallon Septic tanks.
Proposed Tank, 1- Wieser Concrete W3000WR Septic Tank
Total Gallons of Septic Tank 5520 gallons
DOSE TANK CAPACITY (DUPLEX PUMPS),
232 gallons (dose t drain back) +6" x 27.83 gallonOnch. 402 gallons
Tank Manufacturer& Model Wieser Concrete WLP1000-MR
Page 4
SAFE AND BUILDINGS DIVISION
Ali Shape �M
rmmrnerN.wl.gov
u,l Nautili 26M
ipsconsin
M LwaM Thal May
AMM„apewmw
Richard J. umnku • wean
La:JIf1i7P.
WEEKS CONCRETE PRODUCTS
PAY W EEKS
1832 215TH STREET
NEW RICHMOND WI M019
Re Dagenhmn SEWAGE TMIKS CONCRETE
Manufacturer WEEKS CONCRETE PROOUCTS
Product Name SEPTIC HOLDING OR PUMP
Model Vwderlsl 1260
GLS W L L 21 76 GAL IN CYLINDER Be IN MAX. DEPTH OF BURY, 6M G P 0 WHEN
USED AS A SEPTIC TANK BASED ON A J VR SERVICE INTERVAL FOR RESIDENTIAL
WASTEWATER TANK DIMENSIONS a W IN.IN90E DIAMETER %Y IN. H)
PrWucl Fie No 2a100129
The ipeoliullons and or Oases let IMs plums P'c d have Oxn revewed an00ele'm,n to By In mmpYmca
vmh charmis Comm 82 thocy116a Wucomam Administrative COEe and Creole,A 145 aM ISO Wg nil
Statutes
The Department hereby limes an approval Need on the Wesel In Stalme s and the Wumnvn Adnlrvshaom
coda mISp al lavafld until mama By AUGUST=19
This aapoval is contingent upon compliance Open tM tokei sid laaonul
• This lank must the designed to wPslard She pressures to which It wall de subjected
• Themanufacturer must keep at the manufacturing Dealt a set of plans and epactoo one Ming Me
depenm ampofFuval The plans and specifications muANown prescription dyan aump W
pre reeamadvey of depsmnenl
• When this product receves wastewater bunt hidings ends urged as a Septic lank It will produce an eXlueni
quality who a maximum monthly average value to, BUGS at greater than 30 mg L and less than or eµal 10220
ONE TSS or greater than do all of less than or equal to 15D ref I S5, and F O G of less Iran NO mgM1
• This product is approved W use the h1Icwng
Larva lr aspect OB PVC cal in riser to, Rectncal wrap
- Pipe materials school co,lmmance with Table Ba BC 2 0r BA 5011 As Admen Coda pound mt0lank
cover Owadmenl appoved ellloenl Cher designed to M,nstalled in a Imu mch diameter tee with extension and
mstalya m accordance with the product wonder for the INnr IneWding a properly slmd and located access
opening for aervlce and maintenance
Department approved E2 Set and Poll me 24'nea• cast into the tank cover
This approval supersedes the approval ism2d an a 30: 2005 under gral file number 20050675
Bad Is$" E IN lost t ra. R.I 1oveap DD9ege 5
ST. CROIX COUNTY ZONING OFFICE
CERTIFICATION STATEMENT
FOR UTILIZATION OF EXISTING SEPTIC TANKISI
This is to cemfy that I have inspected the existing septic and/or dose bunk
presently serving the following residence
(Street address) i« Ryan Dmm _ located
at No '6, sw_ 'r.. Section it . To si N N. Range 19 W.
(own of "mow^ . St. Croix County Wisconsin
Upon ms'pection, I eerily that I have found the tank(sk to the best of my
knowledge, rill conform to the requirements of SPS 384 25, and it (they)
appeags) to be ISort inning properly.
Most recent date of inspection or service
Did Flax had occur from absorption system^ Yes_ No
(if no. skip nest line. )
Approximate volume or length ofume
gallons
Tank Capacity law 12w
Construction' Prefab Concrete x
Steel Other
Manufacturer (if known). w••ro
Pm<•u+
Age of lank (if knownl eiya•
Permi( number (f known tzmQejs'
1M
r./4
Jon soma
(Li scd plumber Signature)
(Print Name)
minutes
uPRs ua16o
(Title) (License Number) MP/MPRS
!I -Is-Iq
(Date)
Tom to be completed by licensed plumber (Dept of Safety and Professional
Services Chapter 305 and s 145 06, Wisconsin Statutes) or licensed disposer
(NR 113 Wisconsin Administrative Code)
Rev.'_/3012
Paye 6
W3000-MR
TANK SPECIFICATIONS
iP6
DIMENSIONS'
I } 1/i'
BOTTOM 4vTC
COLOR. fi
24 10 'RECAST CGI KYl
LIGpF
HT Ir OD
1 - -
ILNGTH IN' 00
MDM'. BY OD
\�
BELOW INLETY O O
I IA ♦ a.. A
V)
TIDIRfL W'
W
WRIT. 13250 LOS S TC
OKfl 0.350 LOS.
AND
INLET OUTTET
AST-Ab CAL
CP
`
CASKET T-A-SEAL BOOT OR EWPi .
wL AND GAAFU /J0 FILTER
-
LI
TEE XTAPC
(HIST
anxR STATES SEE CHANT)
uai0 CASADn ON w GALAN
W
WALLING MEDIA B o UNSATFAIED saL
W
�UL.1+L5
HOLDING
Oiu
6 .
U
OUT-ET
TIMF vT
C.
fl14IlLONS
ACTUAL LAPAOTA iY 3183
C
YLU
1
TANK CAN BE USED AS
=
-
SEPTIC/ HOOTING/RAF ON SRION
y
MIX DESIGN a (NO FIBER)
—
TANNK wx OESLN 0 (SMAu TIMER)
�u
WSiFMEE0 TANKS
ifP CUSTOM TANKS CWIPLI "EVER CONCRETE
I
E
I
zl I`
s
M
'.
DRAWINGDSM SUBMITTED
�1�
FOR APPROVAL
_
TANKS ARE MANUFACTURED TO NOT ON EXCEED AS lll REQUIREMENT
POL.(
III -ON : I ttlm "I I dtI I
III i -ItllII
1 nu rl 95 o-dler la,ame her m IMNn,rn IAa11.,nr per Ja.1 makInn n nn.. nr the Iazpeu idn" In Ile nu. a ha.
525 Miele, hen Or l/ Id nnrat,Or 1,1, 1111 me rip Io4 po-l:: the reM Ilk '1.525 fill, an auh.mabe alnta,n ran
atanud inn er en film, When Pit nmr n,emuv. J fithaeOF111I me hall n In Irian up And tell nmIII thuwrl
m, ru.m he the ernuem von l hall. hall lank ,l.�
I'In 11n, a„n I1.01
,k_
Rated hen 10 Sold GPD 9111an, p r Jav 10.� u,peauu e
1 I ,p10 GPD
03 brrur III at I
. OLI,VN 4 ante xl11' lJ Phil,
III .n µa., J,tI k
ak,rO I,Ot4.m hall w hen In, a n 1 met -'I
Alarm a...In tlm
` A...pd pY( ,,mien bald,
Ideal Par PON denhal all r,.mmenld lade Ilnn, up m
h Att galLm, terra, (bP)I
I I..ale me umlel or me a er, N,J
_ Ferth a Or, Pink ,I, rr and pump talk tl nmavan
011ie the filter denting enM!' er n .Mitt three It
Pill o ntu hre eyed under the ah.n, elt.,mµ ur a
prh'Ink 1,Ivnd 61 nA nr per, ad ptpt III ,member
t Inert the `L h5 Yl,n Inn I IN hill a IF,
5 Ph Plane Intl milt the-letl It I.11k hut.I
I IN, I'L-595 Fill o1nl hllun u dl ep. 111, ,Ibuenlll Ln
eral,ra,, nd,, hill, end treat NO Lan ngwnng
LIP111111inglid lldl that ht l tb,r h de all
u, `
nthe tank a pump, Ofn aat l... if three
It IN ei n....,lan.J tilde , late. 0III ill II
men tr hI II he nehln a b, ., Imhm vbon he tiller
lead,"."., III V+tt,mp,l"ulJh''halt :,.l a,mn,a
vpb, link rune r,r Imuntr
1 I I, nle PO..vdm n( Jm l ph, hand.
2 Hemnvo talk I . . . r ,It pimp tank I n"e„Iry
I I]n nm,e,e pmmb.ng, I,, idea o 11IAIIL 11
J lull 19,525 mNtdger mu eI m,, ha„I,log
5 III.,, at elder n.., w. „pat, Iank Maki to re an
„dud INI Print Intel alpha, tank
n hv`n fah kill urtnJge III le. the hav,mg nWn,g
Iran IA abm, rmR'Jt al.pnJ NOIall .nand
Rrpla,• and smrc ".Put rank Lett I
I4dJnt In, rRith,IJ PhJ With n,Jl"111M'C TOI1 It,, MP 76, 4 tic Par, La,W as 14 aw+Ilk Non
Ph
WLP1000—MR
TANK SPECIFICATIONS
gYpISMS
WALL, } 1/I'
BOnW RPM T
WNA.
N.WNIM£. 24' 10 NSGST CWCAER MSER
I L MT CONER 9 1/4- 00
1 Bl ICE'OD
WT1 M-00
BELOW MAEE AY 0D.
TEIprt 5 m Ins.
WLET Alp WTET
f CAST -A -SEAL BC01 CF EOU&
AAXET. CAST -A -SEAL BBJT OR EWAL
Ml£T AND WHET BAfRE .WO FILTER
vascoASN,3E OETAL E10
(OTTER SATES SEE CHART)
Lg O CA➢A M 2703 V AN
H"NGG TANK.
nET NaLE PLUGGED
ACTUAL CAPACIT 1,005 GALLMS
LEADING OESM B0' UNSATURATED SEHL
TANK CSEBE USED
PBC/ NWMNG/ POMP CP SEISM
TARn420 TANK mix
TVMN ERER)
=TCVgEE TANS
M CUST O TANKS CONTACT ME4F CMTPI I
FOR APPROVAL
..._�.._.. .... a...a.�.... IM&,rs umD ov.
AREA1/PUMP1
SEPTIC I PUMP TANK SPECIFICATIONS
(No Scale)
au 6w
NPOaT>NT _
Amio�iAlass��an �<
oun.m to sys aea a>teuat
CAPACITIES gaNn
oeom orl vomma lmp
q 14 389.fi2 —v`
e 2.0 55 66A L
Ccl a 222 64 L�
p 12 333 96 � 1
*Pump Tank Liquid Level= 36 n�aaaa_
Force Main Diameter = 2
Force Main Length = BO it
Force Main Vatl Volume= 1304 gel
jC] TONI Dose V�- 130 FM
ga0dose
rea'M:olxeyA
•Hone man er,Nwrh,.umei
MIN PUMP DISCHARGE RATE= 5945
gpm
PUMP TANK
Volume = 1000 gal
ManufacturerWieser Concrete
Pump Manufacturer Zoeller '/
Pump Model 140 _
Cmaulstuarm Manufacturer S3E Rhombus
ConadLAletm Model 1006ON
switchesFical
m m..n.rwnunw+tiv
PUMP -OFF 69.01
ELEVATION = 8
INSIDE BOTTOM
ELEVATION= 8801 6
801
• Mm Supply Head =
5
It
• FM Friction Loss =
686
fl
. Fnmg Loss' _
] 0
8
21.93
= TOTALDyHAMIC HEAD=
A
SEPTIC TANHBI
Total Volume * 5520 gal
Wieser
Install approvedforce main New WBuantb
manufarclughar's Instructions
Flter Manufacturer Slm?eN
Filter Model STF-100
AREA 2/PUMP 2
SEPTIC / PUMP TANK SPECIFICATIONS
1(No Scale)
r...�. tl\""ar
MPCRTN No"' Ai,ow
a rximfat As never ,,ll
[ux spsy
4 w.401r
CAPACITIES gain
Damn Or
Polums IWll
A
14
38962
B
2 0
1 55.66
lc]
8
222 64
D
12
1 333 96
_Ar
*Pump Tank Liquid Level = 36
in
Force Main Diameter = 2 in
c....e.ae..a 60
vm
er
irrctftwwrl
PUMP-0FF
9-;. ELEVATION = 8901 IT
INSIDE BOTTOM
8601
ELEVATION= fl
8,67
Force Main Vole Volume = 9.78 pal
• Mm Supply Head =
5
If
[Cl Total Dose volume TDv = 222 64 gevdoae
'FM propose Less
5.46issi
II
i moil isnrx voa voVn. _ Tw<o2x seen Mr
v D", nnm dc"b"A vmon.I
. Fitting Loa -
20
a
MIN PUMP DISCHARGE RATE = 59.45 gpm
_ TOTAL DYNAMIC HEAD=
19.13
d
PUMP TANK
SEPTIC TANK151
Volume • 1000 gel
Total Volume = 5520 gal
ManufacMrer Warner Concrete
Manulacwrerts) W=eAS. Weeks. Wiser
Pump Manufacturer: Zoeller
140
InaUll approved force main filler partners
to
nulacWreh lmtmdicns.
Pump Modef
ConlrolslNarm Manufacturer SJE Rhourl
Fliter Manufacturer Sarni
CmeolMAMrm Model 10060M
Rem Model, STF-100
Float avatches conanmomercury are pmh Elted
page 11
TOTAL DYNAMIC XEAP£LWI
PERLWITE
EMUEM ARE DWTERNG
Fbef RnMm by WRAP, aybee Ye a ale se Nepal anfYm
sKY o Way. SOW, ae"Macel a rlunaama
Lam try 1 are arXYk VpasePanel ¢M n smdmr poem See FM[w
vnxkk.w ,,INr.Amsarean�
l 'w dy uny Ww SOW,
dm o9iAMs..I"IeMal swAMae Sat RMb rnMb kMM9=Ydm wnllds
Ar Fms Bm 114,1Im MOm np9amm See fMY20
�Rmwm[Nnrewlw acµeauma amue IBPPISd'LI
1404140 61151N15
MODELS - SINGLE PHASE
Conlyd
Se4:rlm
MOIN
YMtl
IVOIA
YWe
Amp
SlmMan
Ougn
xvo
wlm
115
PanEra[
MIQ
BEall
N145
Wu5
'!
'3
Fay
N O
BWaS
WU5
BEIp
Savo
2A
'snglrpmwae.enc mmema 1 Far aelcmanl 1w eve wwAae
IrvNeam eaknwnOeW
piggyeaL ranara krelAml emlm RMn
k1"n]gneum �/. IOFMWIS
RMxenuvm endaunEw Se C+ro r 2 See FM122B iq cwrM mWe al S1001
-Easy aseenMY coned panel
y
]Jnemo.Olemn r�� i....uu ]$m f M07121OI mnM mWel OfdAl
eom be AWN ro WM Ye by 9 mnpd
mma Wp Yu PVLmM9 � J
An SNney aa gy .mmNawreaea
wm,e.
Fox nnusM cmM s a re New whey, NAVY Is VAPHR 0 a10 Pe OeW 0 e1Py2RRR Wen
A. mNp, 201 m.lae1 co.a Was evnw
PpM 12
TER
aSI M T'EC 11 PRESSURE FILTER INSTALLATION & SERVICE INSTRUCTIONS
FIL_
N&TALLAnoN
N en Ineteliln en STF-100 screw filler mla aKCNrge pad o1 any pump that has a 3 Narnnal Pipe TMBM Pumps WO
smalkr dlecharge Wd maY ce ffitaplea ra re Wren msuNng an $TF-100,12 a tmlpKKe anp male a0eplm will waysto fie
abAy to Me inlet end of the alter lend dwdUd of Me can to the aesre0 height and e Y union well ntt NM e04a 10 the
moss end(tM ell Ws l to Me Cop 6 On Me sr]e of Me fitter) AMays,nsNll the fitter$ in a pTdim where IF can ore
xmced "Allays use reason when starting MreMa to ini chose Olfaing" Plumb force Mann into Me 2 a 6M
nwvVe Pro; i n •' recommend that i e union remain together di gluing tonsure that Blue 01 clean
or Seeing surface'
SERVICE
Serviceof filler screen is dependent on usage as every system is unique For
ai systems l nnighvswe Systems we
mapem�g the finer wdmn the first year to aetemmce ne the nessary xrviw n Mrsfor the Far
M Inspection within Me first 6 months to detetmme necessary berrce Intervals fly the firer Once the xrvrte
Inbrecal2d Mm,nW it should can consistent unless Something changes in the system Allays inspect' tM firer Screen for
any damage or corrosion and mpl.Mn necessary If our STF- l a l Service mmm sere has b ifl5tslWOrd Miusted
pn fe it will alarm when Me finer reWees service Itsnoule be xrvxxN no Was the, w hen perlodr.pumPing tithe aeptc
IankaMpumOcam",ksMdo,med Svvlung will pre more frequent d using any one of out oplmnal later KKke (600
mruon 150-190mmmn. aNloomicrm) Check your poll "still MpadmentM sepYc system semong recwnmende0ons
It the screen beevmO clogged before the perlWic pumping requuemente a high evel a4rm or Iighl will indicate the need
for serwu If system is equlpwd with a pump on lent' mat Sri on longer than nmmm the arm may Indicate a need 10
s ffrlce filter
To ee finer unscrewx"n.thea op Pull ever scrxh fmn CamsNr and i out mcdomp MIn APPmpnate
location w m proper protection some coxs an a itional filer screen avows qucker sen'ce Nowmg the elrfy filter lip per
washed later at t
swennaw h. Fluor
im cap MlO%d vq Onr®ame �e P;fn$rWN roman Meftank J mrnall a asfofk remPOnfum a
and mmavm talk cap we not For a pin m
If the system a egwpPod With our $mvlu Alarm Switch the Lifter screen ace$ not mayor source until the Smi Alam
Switch acurates au gal of ae010 alarm We still Rcommend Mal the firerM impacted once a year for damage or mrpM
NOTE The loll dynamic need loss of led system must he Increased by 05 of d need to owfoe WUFlm5 through
the filter
SE SWITCH
The alarm swace bemlmeam head mee
e pleasure ranges hetum M and highroad MwlNWn ra armpkm
SI SFECH FILTER systems renews'/.plug nom Nu of firer [bombe, and smnM tabe rmmg Nall run the wed w into
fas
ened to
aft Of the
AS Me
si
thtank Fast and e
Run aermnto wiredo arum catre n The "in" alar" fivi The m scone Alrm cane wllRd wda6 M:n alarm on wahtM high nylon
Sam
dam
Pressure aeN lipmat n mesa by removing he Me Ma peg am mxdmg fire Tn3 alien PSI
and M increases PWNpressure tend
ju one
rum eBuale aPo,Onmelely ] P51 The Iw: heal arm switch cane$ IMtory pe%r at 6 P$I all IS cOmp u Na OnstWWe
rif t,m na0ml fch the
Warel"canMMe use da o&I veins wren usng an &e,mssdM nmgktumo rnlr
r "is. *ffng switch rn.e.rr wafv.C.nw Nosyo onrosrmar.re. dogged rm.ao m.r Yoo no m.kaw. rne.re,m
snkll a vghrn9 CVr,eCtlY
^•TRY OUR LIO/$CREEN REMOVAL WRENCH Our wrench holds filer lb fimlly and hmks screen for easy removal and
Shall at of PVC plastic
WAS
All products are warranted agency defecN in material and nnMmanshF Far a perwd of Me years iron the data 01 Purchase
In no event shall GAG$MrtECH FILTER INC be Iebe for any Wns uenLel damages or any labormeteMl might or
espenxa paused to reps cants OF remtlell Me p2duct GAG $IM?ECH FILTER INC a IiaMllly Is limited to roper w
replacement of the pad All werrantai are void d Me product has peen Improperly mod?md applied or mstallea Subptled to
abuse Esopt as soled herein mere am no wamnt,m ewma50d or Implik a Ircwmn9 the warranty d
merUanubrl,R or warrmry of mess for a spamc pu Fo
Page 13
SOIL ABSORPTION AREA SIZING CALCULATIONS
• Design Wastewater Flow • 2435.25 GPD
• Design Loading Rate of Soil = 0 5 gpd/ft2
• Eljen Ba Equivalent Ef0uent# 2 application 2gpdIM2
ABSORPTION AREA REQUIRED:
2435.2Sgpd 11.0 gpolM2 = 2405.20 M'
243525 to 1241f bar B10 Elton Units itall d in a 6M1 wide L b=102 units
I/
PROPOSED ABSORPTION AREA,
110 Ilan Bu unib @ 2eit2 = 26e0 ft2
• a of trench as
2 unite
• Trench width. 8 het
• Trench length 45 hat
Absorption area to be obtained by two s Mature thstributton cells, equal
in size each controlled by a separate pump.
2 Soil absorption areas each consisting of 5-45'E 6' Ellen douribugon cells
Prge 14
PRESSURE DISTRIBUTION NETWORK I PUMPdt CELLS TI-T51:
1 Distribution pipe sizing
Sod Absorption Area 1
Lateral per area:
5
Lateral spacing:
9-0—ft
Lateral length
62.75 f1
Laterelsize
i'h"
Orifice size.
ire"
Orifices par lateral:
22
Cabral discharge raw
11.8�laim
Distribution network discharge raw:
59.<�
5 laterals x 29 onficestlateral x 0 ai gallorfice = 59 65 gore
>aaFrftnr.
• Location End
• Length 1800ft
Diameter 2"
Frictionless 18x L01N100ft = 1.26 ft
J Force main:
Diameter 2_
• Length: 80.00 It
Flow raw: 59 a5 ft
• Friction loss' 80' x TOft1100111 = 5.6 If
6. Total dynamic head.
Minimum supply pressure:
6.60 It
Vertical lift.
l It
Friction loss (foresmam)
5.80 k
Friction loss (manifold)
1 26 ft 3
Pressure Filter0.50
k
Tobl dynamic head. 21.90 It
NOTE' Pump 1 & Pump 2 are in the same Dose Tank
Page 15
PRESSURE DISTRIBUTION NETWORK (PUMP s 2 CELLS TB-T10) .
1. Distribution Pipe sizing
. Soil Absorption Area 2
Lateral per area:
5
• Lateral spacing:
9.00 It
Lateral length.
42.75 N
• Lateral size.
1 4111
Orifice size:
118"
• Once& per lateral:
I9
• Lateral discharge rite:
11.8�pm
Distribution network discharge rate:
595�
5 latmals x 29 orifices/lateral x 0.41gallorfice = 59.455 P
2. Manifold
LocationEnd
Length is 00ft
Diameter K
Friction loss: 18' x 1N100ft = 1 26 fl
0 Force main
Diameter. _
Length. 60 00 k
• Flow rate' 59.45 m
Frichon loss: So' x ] 0 N10oR=
4. Total dynamic head:
Minimum supply pressure
6.50 N
Vertical lit
6 67 It
Friction loss (forcemam)
4.20If .. f. Nle
Friction loss (manifold)
1.26 RR r S
Pressure Filter
om If
Total dynamic head.
19.12
NOTE' Pump 1 & Pump 2 are in the same Dose Tank
Page 16
DISTRIBUTION NETWORK SPECIFICATIONS
(All 10 laterals are identical)
sma
ne PVC late2l p= 15 inmlp") all, PVDE..r, �a
0kpmo Wmp lanl
/
frMoA _
A`
FLUSH
VALVE DETAIL
tear, Innmin-ua.kI
No Nice"
om®D --
v liceC
mer a ThIlIdWitGy
for Real Tns4mT
Insuaeon oWm.11
ICPlonnll
A A Ir
� 9emmm
vwaouom Lalow11 nn91N IPl- 62 75 X
Bell Vnlu
/
Iw�.man
¢a' it m Onh.. ro, Leleml= 29
Lei Diernme, Rate 41 We
al II aratera m.w....I
_ _
Nemee, nILam,tie- 5
actier,
QwIg m
:, F„�`
metal Deenave, R,m- 1189 AT,
uw u
"m ,am. ,am�
nc•�
oe spwtzl- 18
eyel
(111i — TOTAL DIscnARoe_RATE 59 45 opm
I ATERAL INVERT ELEVATION
= Area 1-9T W It
Or lice Diameter 118
Ihmull
AW2=95688
un+mn Fiat ()we
Ja
OBSERVA-6�NIPE
DETAIL
_�
�'�
✓ END MANIFOID
CONNECTION
swe rl,Tell,
clad Elect,
Check
N,(alpei
IalaA.e a mm,ol
apphoable box mi,i
Pvc Pce—
T"P�'iuyl
nmr pPe ogrwl
:Ialcmm
1tl
It ty+I
ow
tHVW
It n Will nullm grxc
—i
%2--i—%car
Aw -i
It
Nic,4'1mmw
jI
®
CENTER MANIFOLD
AncholiR Diet
Inueamn
ntaNim
0 CONNECTION
e,w,
m.at l+Pe aawwl
ejen EIIen GSF System WI Destgn Program _
777
7
Ms"wtlrw�W a9nareev�Wl
4W sN4�e
TMINx r0
—_.
2 inspection pipes per
cell set at ends
diagonally Each pipe
must be anchored.
Bottom of Inspection
pipe is at bottom of
sand
WI
a 1a. I,.
"1
`"'°'"""`""°°""'°"°
„o
—
---
T f
pmV' d f� YIIL-_A PEQEPe w I_55
Sch 40 PVC Lateral 1
MIN
CJwNNFILL
18 6" H4iIVEFlu lu(—
T1-T5=95.5'tt sPeclFlep sus
_ 6 3
Page IS
SYSTEM PLOT PLAN
Project Name
Pieee.m,... o
.1111i pl..
ou ♦ eME
Suw 1'. ME
WC,,,, eum
]0
W2SAnA au Ewnm
RAA
FEWC)D
sm c..aem a�.e.iz.n'^+x
w.st.m nep.me
R/W Ryan Drive
WLP1000-MR Dose
w/ Duplex Pumps
W3000,MR
Septic T\anlo
4
1
�
` 1
5
- - -----------i
B3-------------
2 M1
Page 19
In -Ground Pressure Management Plan
IMPORTANT:
PAGE 6 OF 6
The canes of this rep Duna pressure system stair Ce rea Nble for its perdi operation and maintenance pussanu to
repusrements OF SPS 392384 WIx Admm Code Pursuant to SPS 383 52 (2) Wuc Aomm Codethis system shall be
c Sldk gd a nomen beano usual it bass mamamed m xmraance with this approved materia nl Man Fustramore
Al r1501shlll and mNMAmyyl XbvrtYs gall be psMormeV by a "later al POINTS Maintainer m amraar¢ with SPS
3e3413, wis Act Cal,
Maximum oboersal Area oaerstmp LimAs
Design Plow= 243525 pp0. BOO, S 220 milk, TSS 51SO mi FOG 530a9 Lr
Inspection Checklist INSPECT EVERY 3 YEARS
type a use
aq of syaNm
upt0nta Inc nose factors bra was Saw comI
X1unIW malfunction lib punpa vas Wichita Hose an:,
maestros lnpue ne le re breass coodepor ett,
aolras spume inai anredK treatlnem Sal and any dAnWbOn appumbas,bas p e dOtnbupon idrop Wa st
nplttt orimposper use o a ref! ang tleN9n GpKiMs probbtet Xtmires elc 1
Ways of doni m signal fe'p Fir pamnq
Marg ma;ubnbes u a north rayrOti Anus awlcn sibri at
electrical ccmponens 1, a uv of Switches connote Others anams am i astral lateral ar lateral wb¢ paral Imeaa or all l steal pressure- compare to shall specmObon)
abort a,fil a amuenl or fawa9e Dace.- p mho Simetwe.erred
Maintenance Checklist MAINTAIN EVERY 3 YEARS (of when necessary)
SeMK and dose ank • other be company by a cemM1N sepa2e sa,crrg Nerand, CensM UNer s 281 AS Wit
Slats the vduma OI sdMs In MalanYlaleKseas pNlllfrd I113)the ppula veWthee/Me bnYls) or
of wr tilt aemarwe 01p ' Of consents shall Ee punwanl 10 NR 113 Wit, Abysm Code
Ellluwn lllwal Site I ce msderchi eeary 3 years and S all M Gv wlrm nauasary 10 anwe any
uatMscral a{pmnp to manNXture, s Spectral A Yh SON of inn sways Me heads than 12
mont
D sl its hall ce Pushed ones every 3 Yun or when nsc Q
System maintenance before shall beRuemRled to the proper local government unit In accordance with
SPS 393 55 Win, Admin Coal Report any component failure o, malfunction to
wane b,nbenoal a cemwry SChmIR B Sons Excavating Inc plmra 715-760-0486
yowl pwNm,m1 pan St Croix County Community Development phone 715-386-4680
t��alpwe+.raN rm addrma 1101 Carmichael Roao Hudson. WI 21P 54016
Any oeleClne pan of me state", shall be repaired Fri a remi puM1uam to SPS 36351 (1) Ww Admm
Code Repair or re0acemerl of rased Or malNnCill components shall comply ed, SPS 303 Vill Admm Cable
No gMucl for chemrcel M payola, reyloratim of the POWrs may de used unease wprovea by the Swanmyi n
Xcordart a with SPS 311a Saw Admm Cape
Contrast Plan
In the event that any larked treatment cpmponenl of he Fri fannpl as returned n shall W repaced pursuant 10
a pan wOmlryed to the appropriate whirl for review and approval A la0.tl njound Osca l component may Ce
Yandoned and recall by a f WNuxnON'rq 0.spervl fdnWranl n a pebarmine0 area OF wlabe WN
Steven Abandonment
If use 01 this POA rsarsconllmred. it mall be abandoned[A Accordance wed SPS 38333 the Admit Cable
ST. CROIX COUNTY
SEPTIC TANK MANTENANCE AGREEMENT
AND
0vmM/Buyer First National Community Bank
Mailing AEdm.. PO Box 89, New Richmond, WI 54017
Property Addles. 744 Ryan Drive
IVenOenlwn Museed fiom Planningk IDmng Capmmm, for new mnsmetionl
cityism. Hudson, Wl Pamel Identification Nmn r02O-1075-35-145
LEGAL DESCRIPTION
Property Location NW e,SW A,Sa 27 ,T29 NR19 W.Townof Hudson
Subdivision Plat . Lot g 110
Certilled Survey Map k .Volume page
Iberom zobnvolnme
sq[Muu OYnpw W lorry iJmeable emOru
SYSTEM MAINTENANCE AND OWNER CERTIFICATION
Imprapt, uu era mmnu,unceafyoursequ: sysum muW nsuli �n ns prznwurc 6ilumlo M1vndle waSn. Proper
n. Sm of pumindamm,Minor mkavry three r,if needed, by n L hnwm pumper WMryou put Into
me ordure o n &Rmube Nmmn Fifth: Fusionuu nm<m u nkue,ssaya in the when dhpser system. Owner memamna
rzgwnslbllbies vre speufea in 95P5 IB153111 vM m Chapur IL Tt Cmin County Smlury ONrzanm.
The gopmyowmrngmnmssma,lod C woCounty Planning a scene Oepanmem Oat(1) me n-iitetlhy uk
bounce and byv "laMinor around
In Motor
otoymenping cod duche dplumbn or a li[enxa rympumpinger ing Memory),
M mn
t11 dispelludge ¢inproMognting[mditim rn6br IlleM Imp::dm ma pumping Qlmm�ssryl, me regl<wkie
Im then 1/I full of sludge
rMr, the bookworm hremmth: Mi requirements me ISM 10 barren no Pnnn xw durvul nomp wins We
sIVMUNlefrom FCMpas sm byhMSm .....of5alen Antl Pmfttsiawl5<rvi<eeeM tle Rpwnem ofl:vnvdgmumr.
Tun of Wivanem Cgifiution smnng thagour septi<rysnm hss bon mainwrcd mum be ¢mpltledeM relumMwJe TS Cnit
Cowry %anningB LminB li[Panlll:nl wimin 30 G3s ofim ihrtt ynr eap�n ron du¢.
push unity Oat all Merommn On ron mnn y/ ,o tlw hu ofmYlour Wwletlge. Ilse u,vue Jn owalsloftle
gopeq undraped Floyd, by vuwe o f a wamnry aeeg rctoNed in Region of GMs OMtt
Number of bedrooms 24unGPo J
QQ�����^^,,��� IOI
�I
BIGNATU Op APPLICA T(Sj DATE
... Any unburdened Out nmwommummi MAY Bum m Summary Pemme OmB ever d by the PlvnmeR ]^ring Depnmmt ••
Ircluds with this applicuion a re<FiNed wemnry end foam the RnguemnfCeedn Offal am amp ofew ownifu9 Fwny, n,ap If
wfewme in made in the Mar mry deed
("ne.M.Ii)
Mevm4"wwenamaa^m.N.
PRIVATE SEWAGE SYSTEM
swNw euakN.Oaem
INSPECTION REPORT
GENERAL INFORMATION
(ATTACH TO PERMIT(
r«°mnrv^m.awam5�^.ve.un wommYwe�IAb'vv .w DRMI
-YMAISTRIES
imp am IN,
Hpirl
TAMV uFARMeTlnu
if
OuntST. CROIX
-1075-35-140
TYPE
MANUFACTURER
CAPACITY
STATION
OS
HI
I FS
ELEV.
Scout
rk
3
of T
Driving
L'
Aerauan
er
Holding
et
TANK SETBACK INFORMATION
11
EInlet
's
,vy
TANKTO
Pit
WELL
BLDG
mufa
ROAD
ONiNA
DwyNA
anAeration
NA
Holding
got Sypam
9Y=r
PUMP/SIPHON INFORMATION
Final Grade
5-,ny
QQ.gy'
Manufacturer
Demand
GPM
L Ora
c 36
M°dal Plummer
TDH
Lh
FnN
t m
TOM Ft
Forceirm
La
Ora
Din T,WNH
BED/TREN
WIJh
Lmjlf
NO017n
PIT
on
ill
IiomG0forh
rs.
SYSTEM TO
Pit
BLDG
WfLL
LAKE/ST0.E
LEACNIN6
^u aaura�
SETBACK
CHAMBER
INFORFM➢ON
a
Li
/Day
N�/I
Num r.
Seq
OR UNIT
DISTRIBUTION SYSTEM
SOILCOVER a Pressure Systems Only as wuM Or AtGrade$O"ma Only
w°m0..,
wide Of
.. sill"ismd.a
Baertr.nmca"n,
n eaee5
mn
. ❑ N°
❑ yet
❑ Yee 0 N°
COMMENTS: (Include codednoepanoes, persons present, ate)
IACATION: HUDSON 27.29.19^SW^NW
U"km
Plan revision required? ❑Yes ❑No
Use other side for additional information
344 RYAN DRIVE — 1A)T 10
lol 101 r°•r
I
L�
seawlapeaern
she
° CSTzotq-a�a( h>
°s 9efely end OCIIp VA L&LUATIONYtEPBR�— Peea m"=
PS PNIpSmal rdYlS M1Lomm 85, CWe
sdanmsmlrarvna, lm.
koepM Pmnoo papers oNn BffI'm�al lgmm.Meb.¢w Pknmud county Si codes
Pminuronlee".60xeeralmaamun, m erso.,:namli op.n`e ei'ap'ercae b°i,°i:,l P.neu
m.e
oz 10 st b
PreuaRrmean6rYam.Nan Rev dby G.n
PosiflaNY .au.. mn)Im)1 /0
GOnar
Ford N
Ford Ne4onBl COmmuoM Bank
07MLoreeon
G0 ton NW1/ ,SW1/9, $2], TNN. R1
ropeMGa^✓e Matltrg MGreae
LqX
BWX
SUW Na eor C6rM
]44 Ryen MNa Suite 100
10
CSM iQ4032
CRY _. $m§LP CMe Pnae NunMr
_Cap LIYIIpX 1'Tdm wandRwl ._
HWwn VIA W161 715306-9301
Huwm 0.en Ome
News Consul Use l_RxAeM41/Nei of wJrmrm Co]e dial daps Am MIGM
acement Public a omesele � Cali
PenmmBated OUNnsH Send and Gnvel(Burkk0ltlt serlea) _ _ F"pWIneKratlon, Xapecabk NA q
leap
G mrelmmmenm q sl/dadeba¢nrerMnal eY&en wN05pWsgllmb 6kpdaeY216
and nmmrrendeaone ��- ✓
!1
F, Iwnnde
rPnN Gundaunanew _IW OJ_q
L, WPInW emdmOfaarp 961_ 98 upstandingness
'nPoom
Hou"
'., Call)
dmmml coo, RedwGmrlplwn TMun
structure,
Co
fineWry
In
So
Mum it on 5 Co
Gr Big fill
_G_POrTI
t
R13
IOyr3/3 FELL sl
peel
Meat
as
2N
0.6
I.0
2
1324
I0yr3/4
FlLL
sl
Irmsbc
mR
a
1N
0.4
0J
3
2431
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