HomeMy WebLinkAbout014-941-04-5811-SAN-2022-269 �`���; Deparhnent of Safety �01Ory �
,� �_ &Professional Services, SGwye r �
.v�, � I` Sanitw Pertnit Nomber(to 6e GIkJ in by Co.)
i`, Iudustry Services Division
�.�, i� 3�1�53 v�
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Sanitary Permrt Application 5ta,q�'�"�°'�"°°""°iee ,
In eccordence wiih SPS 38321(2).Wis.Adm.Code.sW�maswn of tl�is fimm ro tle aqrproprimc garemmcnral unn�_'"'1,09 z�a��) � �
is rtquired pnor ro obtaining a sanifuy pe�mit Note:Applicalion tortns for xbtoowned PoWT$xe wbmmcd io Pmi��i�Wdress 1 f d flcrcn�thnn maihnb addrrssl
Ihe Departmrnt of Safery and Pmfrssioml Servic.a.Msonal infofmarion you povidc mry be used for secaMery —�
pur�oscs in accordance wilh Ihe Pmecy Law.s.15.U6(IHm).Stnl�. ��.��,� �a��j,
L Appliation In[wmatiuv-Pkau Aist All Iatorautiee
���
Pmpeny(Tvncr'c Neme pmxl M
Tom i Tnar+ Frs�1�Q,r OI''/-9�l1-04 5H1�
r�oany o���s nwimg namc, rn,�ny i.��
N(oa7 8 Co L+nc Rd cooi� Q
ciry,sua zipcoae p6mcxomba
Sp o o ne�,w= s�I 8 01 ----� �secbo�9�'_1___
Q.Type of BrildinBlebeelc ali is�t aPP�7) Lot M '[ �// N R 6 6er
��o�Z r�,ay Dwenin8-N�mnn ore�a.00m�_.�_ s�nanu�w Nme
8bck tl
❑PubliNComm�ercul-Describe Use
❑City of
❑Stmc(Amcd-Dacnbc Ux CSM Numbcr ❑Vi1lAgeof
�STown of LC»/b0 t
Itl.Type of POW75 Permit:(C�eck eit9er"New"or"8ephameat"od otAer ipplinbk oo tine A.Cheelc oee 6os on Ifoe B.Complete liee C i
e licnble.
� ❑New System �Replacemnrt Syslw ❑(Mic Madrfica�onb Fx�sti�System(npiun) ❑Additiwd Pretrum�ent Uuit(expleml
�- ❑itaa�r� ❑inc�m ❑nia�.a� �n�,a ❑�ma,.�sao nw' ❑an��
�gn Typc(acpia�n)
c�M�> G6o rw�-
C. ❑Rrnewal Be(ort �Rcveion ❑Chenge of Plum6er ❑Trurs&r ro New Ow� ��1DU6�rt Num6a od Ds�isued
e��� l.tn�_ ?
IV.Db reaVl'rateeot Ard asd T�ek Idorm�tioa:
Dccign Fbw(gpd) Design Swl Application Rate(gpNs� Ihspersai A�ea Requircd(sQ Dispuad Ares Propoaed(s� Syag.m PJevYion —
soo a.o �sn �so 9s•�s
c���ry�� r�N,� a ot n�t.��r�« ,
Tmk Info�.nation Cn�bns Gella¢ Unib � g
Ne+�l'allo �i�BTado �� V�2 � �L �
GOM00 �u .V'n M � c7 a
SepticmHnlduigTr�k 8�I0 — O �_._ � a, rcJ-�
�a�,x� so o _ -- r�o
V.RopoosibiNty Statement-4 t6e uda�igeed,aaa�e rapodbtlH7 for iuuW tYe P(11v7S�9mro m tse+we4N plar.
Plumber's Nmne(PrmQ � Plum6er's Sign un MPMII'RS Numbcr Busincss Phone Number
1an Sa��1}z- Is/b,�9 7� -s5 -5904
Plumber's Addrtsc(Stree4 City,Sute,Zip Cade)
707 L,v S+or+e l.aKe Rd ��'"�La1Cc� w= 55�87L
VI.Cuunt/De artmentUseOoly
�A f7 DisapproveJ �(�i�Fee Uete iscued Issumg Ageot tiigneturt
❑Umer Givm Reesoo for Deoid [Q�•�' �I a�D I�'2 "��y�Q�,���'a-
Conditions of App'oval/Reasons for Disappmval
�v�'�GI��� Date�--3��r__ �;,;)���� �/ �
6'� � chk# �r`+_3----- � �� SEP 2 6 2022
�Srl' 2�- 06� <<.�,t�� �3s�3 _�
sAWYcR CCURT`/
,. �
Am0 m wWe1e PW�br 1�e�T�n0 n�k b ne G•�Y MA'M Pia•N b tlr e In i 11 brla 6 I'��DO�
S6D-G398(R.03/22)
NO REFUNDS AFTER
ISSUE OF PEFM►T
.; �_-'I V/ 1,.�
Wisconsin Department of Safety and Professional Services /� ` '.'•., Phone: 608-266-2112
Division of Industry Services /�'�' � ',�� Web: h�:/!dsQs.wi.gov
4822 Madison Yards Way i=� • ! EmaiL• d,p,ii��gi_,consin��
PO Box 7302 � p
;vtadison, wi 53�0� � ; Tony Evers, Governor
� , � ,�`�'\ Dan Hereth, Secretary
,:���.,�.
September 22, 2022
CUST ID NO.: 1538345 Identification Numbers
DYLAN MARSHALL SCHULTZ Plan Review No.: PWTS-092202291-C
7076N STONE LAKE RD Application No.: DIS-092244569
STONE LAKE, WI 54876 Site ID No.: SIT-106725
Please refer to all identification numbers in each
correspondence with the Department.
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 09/22/2024
CO.�'L'I fr(3.n'a LLY
MUNICIPALITY: APPROVED
TOWN OF LENROOT QEPT OF SAFETY AND PROFESSIONAL SERVICES
SAWYER COLJNTY DIVISION OF INDUSTKY SERVICES
SITE:
FISCHER MOUND C'� �,�Gk•
11722N EATON RD �� SEE CO t cSFONDENGE
HAYWARD, WI 54843
014-941-04-5811
FOR:
Design Wastewater Flow Value: 300 Geomat Mound Component Manual - 5/I8/22
Bedrooms: 2
Limiting Factor(s): 27"
Maintenance Required: Pressure Effluent Filter
SITE REQUIREMENTS
• A full size copy of the approved plans, specifications, and this letter shall be on-site during construction and open to inspection
by authorized representatives of the Department, which may include local inspectors. A Department electronic stamp and
signature shall be on the plans which are used at the job site for construction.
The following condiNons shall be met during construction or installation and prior to occupancy or use:
• 12" of sand shall be instalied between the contour and the bottom of the GeoMat product.
• Orifice shields are required on each orifice.
• Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length of a single
switch mechanical float does not allow the proper dose volume, two separate floats must be used.
• Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and
compacting of wet soil will result in reducing the ➢nfiltration capacity of the soil. Proper soil moisture content can be
determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it
crumbles, site preparation can proceed. If the site is too wet to prepare, do not proceed until it dries.
• The mound site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and
removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs
flush to the ground and leave stumps. Avoid operating equipment on the mound site. If necessary, use only tracked
equipment, during dry conditions, with minimal passes, to avoid compaction.
OWNER RESPONSIBILITIES
• The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use
and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or
owner's manual for the POWTS described in this approval and Wis.Admin.Code& SPS 383.54(1).
• In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property
owner must follow the contingency plan as described in the approved plans.
The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin
Statutes. The submittal has been CONDITIONALLY APPROVED. This system is to be constructed and located in accordance with
the enclosed approved plans and with any component manual(s)referenced above. The owner,as defined in chapter 101.01(10),
Wisconsin Statutes,is responsible for compliance with all code requirements.
No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06,stats.
All permits required by the state or the local municipality shall be obtained prior to commencement of
construction/installati on/operation.
In granting this approval,the Division of Industry Services reserves the right to require changes or additions,should conditions arise
making them necessary for code compliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the
responsibility for designing a safe building structure,or component. The Division does not take responsibility for the design or
construction of the reviewed items.
Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this
letterhead.
Sincerely, Fee Required: $250.00
Fee Received: $250.00
�� ,Tf���r��� Balance Due:$0.00
�� Refund Ex cted: $0.00
CeCe Rudnicki
Division of Industry Services
Phone:608-400-3186
Email:elizabeth.rudnicki@wisconsin.gov
Residential Application
INDEX AND TITLE PAGE
Project Name: Fischer-Eaton Rd
Owner's Name: Tan&Joan Fischer
Owners Address: N6278 Co Line Rd ,
Spooner,WI54801
Property Address 11722N Eaton Rd
Legal Description: _ _ S 4 T 41 N R 9 W
Township �enroot County Sawyer
Subdivisan Name'.
Lot Number: Bbck Numbec CSNqk
Parcel I.D.Number. 014941-04 5811
Plan Transaction No.:
Page 1 Index and title Page 9 Tank cross sections
Page 2 Daha entry Page 10 Site Diagram
Page 3 GeoMat mound drawings
?age 4 Laterel and dose Wnk
Page 5 Distribution media
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 6 Pump curve and specifications
Dylan Schultr License Number: 7516129
Date: 08/15/22 Phone Number. 71&558-5904
Signature corvcrr�o.ani.tr
Desipner Sta APPROVED
D`aT UF SA�:TY AND PROFESSIONAL SE0.NCE5
Gi:�;s10N OF INDUSfRY SERVICES
C'e�' �..'�:
DasgtredPuBuarRMlha 5`cE�:.�..•.:.:�paPENCE
S�mergy Systems LLC..GeoMat Mound Component Manual(Edition 1,201�,(N.M1�,
SSWMP Publication 9.8�esign d Pressure Distribution Nehvorks for ST-SAS(01l81)and
Pressure Distriartion Component Manual Ver.2.0 SBD-1070&P(N 01/01,R.1N12)
GeoMat Mou�d Edition 1,2017 Page 1 of 10
Deafgn WorkshoM
R Residential w Canmercial Design � [� ISD RequireC9�� �
2IX1.00 Esfimated Waslewater Flow(gpd)
1.50 Peaking Factw(e.g. 1.5= 150%)
300.00 Design Flow(gp0)
0.00 Site SIO{�(%)
95.75 Installation Contour Line Elevation(ft)
27.00 Depth to Limitirg Factor(in)
1.00 In-situ Soil Application Rate(gpdM')
__ 80.00 Contour Length Available(ft)
3.26 Ce11 WWM(ft)3 25-6S or 9.75 Onlv . . . . . �6.?b peag�r Input Cell Length(R)
200 Dbparoal Cell Deag�l.oeding ReM(gpolR') DrepeBal Cdl Lenglh Required(R)
2 Influem Westewater�uality(1 w 2)
E CeMer M ErW Manifol0 Are the laterals tlre highest iM
t Number of Laterals in the distribution ��
D.00 Lateral Spaci�g(ft) rretworkT
9.46 Forcemain Ueinback(gal) If N above,enter tl�e ekweUpn 11
0.60 Forcemain Fiker Loss(ft) of ihe highest pdr�t
Forcemain Diameter(in)
68.00 Forcemain Length(R) Does Me Torcemein drain back7��
88.00 Inside Pump Tank Ebvation(R)
OJ88 Onfice Dfameter(in)(e.g.0.25)
_ Y.oO EstimateE Orifice Spacing(ft)= g.5q 1t�/on(qe
325 System Head(R)x 1.3
�.83 Vertiwl Lift(ft)
0.37 Fnction Loss(R)
11.89 Total Dynamic Head(ft)
35.89 5x VoiC Volume(gap
45.35 Minimum Dose Volume(paq
15.07 System Demand(gpm)
Latenl Diametar Selectio� ManHWd Dhmeter Selaction.. .. . . . . ..
in.dia. o tions choice in.dia. oons chpice
075 125
1.00 1.50
1.25 2.�
1.50 x 3.00
2.00 x x
3.00 x
ireetmeM Tenk IMOrmatfon EffluaM Fitlx IMomyllon �
840.00 Septic Tank CapaciW(pal) Li(etime FiMer LLC Fltter Manufacturer
(Wiesar Concrete Protlucts Inc Manufac[urar LT 7/8 Filter Mode1 Number
Ow�Tank Informatlon Gellonsllneh Ca1CuIsWr(optional)
50826 Dose Tank Capacity(gal) 508.28 Totel Tank CapaCity(gal)
11.82 Dose Tank Valume vn) qs.op Totsi workirg�iquid Depm(in)
Wiesar Concrete Propucb Inc. Manufscturer 11.82 gaUn(eMer reaWt in ceIl DoseTar�cVdwne)
Prolect: Fischer-Effion Rd
Page 2 Ot 10
- -f
� � � 1/� 10� Observation Pipe. . � . 0� � _�j
K i
s . A
W . .I . . . , . . : � � . . � ' � � � �
: • B
o. _
+ 1
• L �
A 3.25 ft E 0.00 in H 1.00 ft K 6.75 ft
B 46.25 ft F 15.00 in I 5.25 ft L 59 75 ft
D 0.00 in G 0.50 ft J 5.25 ft W 13.75 ft
150 31 (fl�) Dispersal Cell Area 635.94 (ft�) Basal Area Available
6.49 (gpd/ft)Linear Loading Rate 4.63 (ft) 1/10 B Obs. Pipe Placement
GeoMat Dispenal Area
Observation Pipe
12"ASTM C 33 sand as GeoMat
required for Geo Mat Distribution Cell
mmponent 5 GeoMat+12"ASTM C33 sand
i
i � � %i� i�2 �i'`'
98.00 Finish Grade � Cnver Material
96.83 WterallnvertElevation �3]�, f�,�. �
95J5 Dispersal Cell !�/ . .
Elevation � .• �•.•: •�•' Slope 0.0
�/" ��� ��,v.i.`�� '���` — ContourElevation 95.75
, q :��..c
���i:`" � - Tilled Area
FOfCEillain
� In si[u mil �
In situ soil
1 Q TopsollCap
2 � Subsoil Cap
; � ASTM C 33 sanC (F)
� � ASTM C 33 send (D)
5 ['-1 7111ed Layer
6 [� Geo Mat
See details on page!tor number,a¢e,ard apedng of laterala.
ProJect Fischer-Eaton Rd
Page 3 oi 10
•_Tum-up w/ball valve or dcanout �
.All wifices point down
. � Sst oriflce located M Z /�
i
_—. P___--_
� / .
�Laterals&force main of DVC Sch 40 oer SPS Table
Number of Laterals t Onfice DiemeMr 0.188 in
Lateral Diameter 2.00 m O�Spa�ing(X) 2.00 R
Lateral LengM(P) 45.13 R Orifices per Laterel 23
Laleral End(2) 1.13 ft Orifice Densdy 6.54 RZlorifice
Leteral Spadng(S) 0.00 ft Manilold LengN 0.00 ft
Uteral Flow Rete 75.07 gpm MenHold Diameter 2.00 in
Syatem Fbw RaN 15.07 gpm Fwcemeln Vebary 1.54 h/sec
Velxlty In torcamsin muM ba 2 to 10/Usec.
Decreaae the forcemaln dhmaDer
Lockinq cova�ri�A xami�hlrl.
bcking devim e�W wncr ligip senl
��� <"Vm�edCo.cr •
r per NEf J0p
ad 5P5316.�!W C
�41d` . .WL Fmial�edGadc -6LL .�1�, �
"Ckan a��Pipr _.Q���
WirtaFmnEleclricwu�m mwmrd ef
. " eNwry bn do�ad
\
opiwl �In Fe�tli�mur
rinl �
� n a�.. '1 Il1.
DOSs�1M �'�SfM NPew
eiM.vner ' wr�
tidh�Qmtn ,auno�a /
M'�94Rnw F�vvu
Sim/Tech Filter I ,e.e��a —
$Tf 100 1/16 Migh wxcr dum
B r .N
I Pomp On Flau S
u
� . vun,v on ea,ro�m1
� rumnOlfPka� ��a le 88.00
Q � �
x�..c � �_Du�M�k elmalon(R)
"BeJdin vnderWn ���
Dimension InClies Galbns WieaerCondete produCa,Inc
A 25.18 2g7.13 Ca 508.�
B 2.00 23.84 Volume t 1.82 gel(ttK;h
C 3.84 45.35
D 12.00 14t80
Totel 43.Op Spg26
rme.ny�„ra.;wm a.n r recn ruier
FBBer Alodel Number STF 100 1H8
Alartn Manufedurer SJE Rlrombus
Alarm Motlel NumDer AB
Pump Manufadurer L@e'}y p�mps
Pump Motlel Number pr�
Pump Must Deliver 75.07 ppm et 11.89 R TDH
Note�Switches conqining merq�ry may not be used in this syslem.
Pro�ct Fischer-Eeton Rd
Page 4 0!10
325 GI�WW�ry(n) 1.83 SWewalt to Lapvnl(R)
DistrlbWon Cqll Crosa�ectlo�ArranAemeMa
�. �,_, ,_�� �� �^ �'�Z�--�—`-'�
- "`-���-�0 `'..,0„G,�.�O�O ��.��,�
, ;
� ois�rromp�Pioe wnn�ure�arerei u or�e snka
� iumup Encbsurc --'-- Presswe Laferal
GeoMa�b cove+etl wMh approvetl geotexlile rabric as per the tl�eir produa app�oval
DlaMbutlon Cell Plan Vfew Layout•Typical
325 Csll WidM-A(R) <8.25 CNI Lenpth'B(lry
End Connection Leteral Layout Diepram
__-� � f( r-n ^ .._. . __LT6'Q'Z1Ti _"_. �
�.�wrr +M'�'�l�� n+r���... �..i� � �� �..w.�t�V����1 '
+h
.. , ._..��N_ . . Q�. _ _"_�'<-��.C��^�nG���. . ._. '�)
gqnd Fdl Reca��rMed Distrlbu[ion tateral
y,2 OrifKe Shield
Pipe Dix. - llpprovctl InflNa[ive Fa6Ac
t . �
i:��.�. -.�.�1,..9�� Geo�"Wt
'�"- ' ComDw�mt
p� `.:I���Ylay_���XDlil.Gli�i� _ '
L If1��11'd[IV!$IYfdCl�P�OW�1VlI
�
I�L.q@
�VI�MhM�
r� 1 O Topsoil Cap
�e '.. �'� � = 2 � Subs011 Cap
-� � ASTN C 33 sand (F)
,� s, �ytt ., �' 4 � AS7M C 33 sand (D)
:S ` . »r� S � Tiiled Leyer
� � . ...� . 6 [� Gco Mat
I��'� ` fre�Krmn4
� � .AS�IGDaI�trCe�., , �2':� ,I
see defeue m pape�ar rx,naer,size,r,e s�w yk,ey,
P�o1�= Fischer-Eaion Rd Pape 5 of 10
Service providers Name ScAulfz p� ����_�
POWTS Regulators Name�Sawyer Courrty SPIA-Zonkg AdminlstraUon Phone 15 634-8288
Sntem Flow a�M Load Paramsten
Design Fbw-Peak 300 gpd Ma�dmum I�IueM Partide Size 1/8 in
EstimatedFlow-Average ppp gpd Ma�dmumBOD5 30 mglL
Septic Tank Capatity 840 gal Ma�dmum TSS 30 mg/L
Soil Absorption Component Sae 150.3125 R' Ma�timum FOG 10 mglL
Type of Wastewater pomestie Maximun Fecal CoNlortn t0E4 elu1100 ml
Serviee Freouencv
Septic and Pump Tank Ins and/or service once 3 ars
Efiluent Fitter Ins and clean as neces at least once eve 3 ars
Pump anA Controls Test once eve 3 ears
Ala�m Should test eriodical
Preasure Syetem Laterals should be flushed antl ressure tested ev 3 rs
Mound Ins /or din andsee�aqeonceevery3�eara __ _--- - -
Otner l
Miscellaneow Constructlon and Materiela Stendarda
1. Observation pipes are slotted and materiah coMorm to Table SPS 384.30-1,have a watertight cap and are sewred in as
shown in the Synergy Systems GeoMat MourW ComponeM Manual Version 1,2017.
2. Dispersal cell media conforms to GeoMat produds approved for use with the Synargy Syatems GeoMat Mound Compo�eM
Manual Version t,2077. Media is covered with en approved geotexNe fsbric.
3. PJI gravdy and pressure piping materials confirm to the requirements in SPS 384,Wq.Adm.Cotle.
4. Tillage of the basal area is aocomplisF�ed witl�a mold board or chlsel pbw.
5. The mound sWdure and ottrer aisturbed areas will be seaded and muk�etl to prevent soN erosion aM help reduce frost
penatration.
Utersl Tum-up DeLil
';6-e"Diameter ��o;;� �,�Fnished ' Threaded Cleanout
`-�n Sprinkler �o�c < < �t Grade � %ug or Ball Valve
�;,
�'�co�n:G' -� o000
ryo.�o.o.�'oc,_nc oGoon.c � 1
ry�4tml Ends at uu Onfice Where ��� �
({J
RL V V V V V V
�n00000000 `�ooc �
�"�" o c o c�c �� LOOgSWEep90o�Tw0
�r c o ���r n n .�c o c c
��45 Degree Bends Same
����ct'< c�c�t�:u o .�o�o r���-. �' . r� �IdR70t2f 35�dLBf2�
� a '.� ( �:��_. ; . .
<-; I xpF�'.n'3.� �..
��, C
DisVibution Lateral lateral deanout
2.8 Fa�i
Projeq: Fischer-Eato�Rd Page 8 of 10
Mound System Management Plan
Punwnt to SPS 383.54,Wia.Adm.Code
rn�s gyMem snan ee �
aPerated in awordance wi7h SPS 382�84 Wrc.Mm.Code,aM shelt mairrtained in eccorpanm with its'component
manuah(Synergy Systems L.LC.,Geomat MounA ComponeM Manual ve�sipi 1,2017,presaure piyhiyution Cp�punaM blanual Ver.2.0
S80.107p6-P(N 01/01)and SSWMP PUGlicatqn 9.8(Ot/81))end bcal or Mnte mba pertainirg to aystem maintenance arW maintenance
raportinp.
Saptic end pum0��k abandonmeM shall bs in acoorEance wRA$PS 383.33,Wia.Adm.Cotle when[he tanks are no brger
used as POWTS components.
Seplic a pump tank mantrole risers,accesa riaery and cpvers should be inspected fpr water tlgMness an0 soundness Access openings
used tor eervice arM aseessment ahell be seaMA wetertight upon[�e completion of seMCp. p,ny ppg�iig deemed unsou�W,dEkctivB,or
subjea ro talluro must ba replaced. E�oaed acczss open{ngs greater than&incl�ey in diametet shall De secured by an efieciive lodcirq
eevke to Prevent accitleMel or unaWrorizeC eMry IMo e tank or Wmppnent.
Ssotic Tank
The septic tank shall be mairrtained by an IndiWOual ceRified to serv�ce aeptic tanka under e.281.48,Stata. The coMsrMs of ths sepUc
tank shail be disposed of in acwrOance wkh NR 113,Win.Adm Code. The operatiny corqition of the aeptic tenk aiW oupe!fiker ehall be
asaessed at kast once every 3 years Ey mspectpn,
The outlet filter shall be eleaned aa necensary to enauie proper operation. 1Te fiker�rtricfye shoultl rwt De ramovad unbss pro�risions
are matle to retnin sdks In the tank Mat may ebugh ofr tM fiLLer when removed hom I�encbsuro. 11 Me fltter la equippM wiM an alarm,Ne
filter shall be serviceC if Me alartn ie activateA conHnuousy. InhrmNtent filOsr akrms may inEipte wrye flows or an impentling tontinuous
alatm.
1Te ceptic Mank shell have ila mntenta removed when the volumo of sludge en0 Scum in Na tank exceetls 1/3 ihe Ipuq volume M fhe
ank. If the contenls of the tank are not removeE at Ne time of a Viennial as�essment,maintenanca personnel Shall aAvise Me owrrer as to
when the rroxt sarvir.e neetls to be pertorme0 to mainhin lesa than madmum scum anQ aludgp aceumuletion in the tank.
The ad0ition of biobgicel or chemlwl adCllives to enhance septic tank peAormance is generaly rwt required. Howevx,H s�ch products
aro usetl they shall be approved for SeptiC�nk use Oy VI8 WiSconsfn D9peftment of COrtlmefCe.
PitlnO Tank
The dosing(pumP)taNc sMjN be inspectetl at least once evcry 3 years. All swild�es,ala�ms,anA
opera[ion. tt an eR1ueM flker ia lnatelbE w9hin tha tank d shall be i D��Oe shail M teStetl M verily proper
s�ouk be notetl M tt is tunclional dun ��a��ry����' ���O��in I�ee a weep hok.R
""'NO OM 81roU/d BvarinMf e �D WmD�ratiOn,arW H nM.it should be Geaned.
a.ane ordios.�r,M.d.�a«a+f a+�m.raww.K nwe�owd�.ee.a�.�
Mound and Prsasun Dhtrlbutlon Sv�Mn
No treea or shruba sAould Ee pfaMed on the mountl. Plantlrgs may Ee matle erountl the mounBs psrpneter,and the mound ehell be
seadetl and mulcheE as�receasary tn qeveM aroaion aM to prwide sane praedbn hpn fioet peneGstion. Tretfic(other than for
vegatative maintenance)on the mourM is not recommenCetl since soil�ompadion may hlnder aeratbn of the infillrative suriace vrithin the
mound and snow compaction In tha wiMer wi11 qprroro host peretretion. Cold weaMer insMliations(OctoDer-February)diUate that the
mound be heavily mukhed es prdectlon hom freazi�g,
influent quality mto the mound system may not exceed 22p mylL gpps�15p mglL 7SS,arq 30 mglL FOG for septic fank effluent or 30
mg1L BODy,30 mg/L TSS,f 0 mglL FOG,eM 1M dW100 mL for highy trvaletl eMuerrt. IMWeM flow may nd excee0 mauvnum Aesign flow
specified in ehe permit tor thie inalaMtlon.
The prassuro distributbn syetem is prorided with a fiishirg ppint at Ma erq of each IaM�el,aM rt is reCOmrnerKled tha�@9qi 12}efel DB
flushed ot xwmuieted adids at basl rnco eve�y 3 years. Whpn a preleum tes[Is peRqmed It shoultl be campareC to tM initiel tegt when
Me system wan inshlbd to detertnine if o�ilfce dogging has occurtetl ariE il orifice cbenvg�rqyuire0 to maiMein equal dishibution within
fhe diapersal cell.
Obcarvetlon P�es within the dispeisal call ahail be clwdce0(q�eltluent poMirg. Pon0lnp bvah glyil be�epprtetl to ihe owner,and any
Iavein above 4 indbs coneidereC as an MnperWing hyd,aulic tailuR reQuinnp sOtlitbnal,rtqrc hepupM monitonng.
Contlnoanev Plan
If the septic tank w any of ita compon9nts p9corty Ce(pai�e mg�p�k pr compolynl shall be repaiied or replaced(p ksap the aystem In
proper operatirg condition.
If the dosing tank,pump,pump contrds,alarm a rekted wiAng becqr�ey defxtive the deieurve compq�arrt(5)ahall be ImmeAiately
repaired or replaceE witA a eomponeM of the aeme or eqwl perfortnance.
If the mound component 6ils to axept westewater or bepiM to ai¢charpa wastewater W ths groury su/lace,it wiH be repaued or
replaced in its'present b�ation by increaeinp baaai aroa N toe laakaga occurs or Ey'emovirg p{ubyfp�H�lopped eDsorplion and dbpenal
mBdiB.end relatetl PlPing.and repladnp uid componeMs ay deemaE necsaypy to yrjrg the ayelpn iMo p�oper aperatlng condltlpn.
See Papa 6 of this plan tor the name and teMphwb number ot your beal POWTS reguletor end eervice p�ovitler.
Project Fischer-Eaton Rd Page 7 of 10
��e $ eF 10
I�be�yPumps� �
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LJTERS PER GtlNUTE
0 20 40 60 80 100 120 1a0 160 780
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GALLONSPER MNU7E
250_PIRi/1)12018 oco�„�,rmieue�nr�w.�. a�.;dmR,�..<e. k�;rsmw,aM�uro�wmw��mo� *SL�
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13�. TANK SPECIFICATIONS
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�I DIMENSIONS: � n
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wnLL: 2 i/z• � a
� sorrora: s' a
COVER: 5"
MANHOLE: 24' I.D. PRECAST CONCRETE RiSER Q
Q..� �� �� HEIGHT: 59 1/2' 0.0. �
� ��� � LENGiH: 113 3/48' O.D. Y
VADTH: 93' O.D.
4" CAST-A-SEAL�II \ 4" CAST-A-SEAL ^
\ BELOW INLET: 48' O.D.
�� � � ��� IJWID IEVEI: 43' < >�
� 0Z4� � I O, 1NEIGHT: 11.150 LBS. v"i rc o
� �� / 1� / INLET ANO WTLET:
� �II / GASKETT CASSTE-A-SEAL B T ORA EWAL � g
�FlLTER OR IIII
BAFFLE � INLET AND OUTLET BAFFLE ANO FIL7ER: > g
�� IIII �/ WISCpNSIN, SEE DETAIL /10 m 8 �
� — — � (OTHER STATES SEE CHART) � � s
UWID CMAqTY: 79.81 CAL/�N ($EPTIC) � o G
71.82 GAL/IN (PUMP) W �9,
TOP �IEW W N
LOADING DESICN: 8' 0' UNSANRAlED SO�I
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TANK CAN BE USED AS: �a �
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v� $ 4' VENT SEPTC/SEP71C, SEPTIC/PUYP � � N
a � OR SEPTC/SIPFiON W o M
� — COVER: MI% DESICN /8 (NO FIBER) � � �
_ _ TANK: M�X OESIGN /10 (SiRUCNRAL FlBER) =� 00
INLEi _ __ _ _ _ __ ��T CUSTOMIZED TANKS: �n
� FOR CUSTqA TANKS CONTACi NAESER CONCRETE 3
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DRAWINGS SUBMITTED N
SIDE vlEw FOR APPROVAL
APPROVEO BY: SHEET N0.
APPROVAL �ATE: � �
TANKS ARE MANUFACNRED TO MEET OR E%CEED ASiM C-1227 REWIREMENTS
PNOOUCfS NEEDED BY: j F�
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' 7076N Stone lske Rd
�'� 5 SWne Lake,WI 54876
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