HomeMy WebLinkAbout004-839-08-5316-SAN-2022-039 ,.����:��u�, Cuunty
Industry Services Division sawycr ,
- ` D . = 1400 E Washington Ave
� �s P S �� P.O. BOX 7162 Sanitary Pcrmit Numbcr(to hc tiilcd in by Co.)
' �� Madison,WI 53707-7162 6 3 ��� 3 ,�
�-;.,,..,,,..,..� e�T a/_ ao�� �
Sanitary Permit Application Slatc'1'rxnsaclionNumbcr �
In accordanee with SYS 383.21(2),Wis.Adm.Code,submission ufthis fomi lu Ihe appropriate govemmcntal unit �
is rcquired prior to obtaining a sanilary permit. Notc:Application(orms for state-owncd POWTS are submincd to n
lhe Departncnt of Safety and Professional Scrvices. Persona)informalion you providc may bc uscd for sewndary �'rojcct Address(if diftercnt than mailing address) ���
u scs in xcordancx;wiUt thc Privac; Law,s. 15.04 1 m,Stats. 14000W County 1 hvy f �
0
1. A lication Informntion-Please Print All Informntion (),
Property(hvncr's N[unc Pxrccl N
[3rucc Lindc 004R3908531G
Property Owtmr's Mailing Addrcss Propcny Loc;ation
W7324 Karnmaric Dr
(iovl.Lot
City,Statc "l.ip Codc Phonc Numbcr %,, '/., Scction A
Pardecvillc,WI 53594 (circic onc)
T39N ; R8�orW
11.Type of Bui1d'+ng(chcck all thst apply) � l.ot N
� 1 or2PamilyDwclling-Numhcrvfl3cdrooms _ 13 SubdivisionNflmc
❑ Public/Commcrcial-Describc Usc E31ock ll
---- ------ ❑ City of
❑Statc Owncd-(3r.scribc Ux
—�--------- -- --- CSM Numbcr ❑ Vill:�c of
37/33�A519 � '1'own of Coudcray
111.'I' e of Permit: Check onl one box on line A. Com lete lioe B if u licahle
A. Ncw Systcm ❑ Rcplacc�rnnt Systcm ❑TrcatmcnUliolding'I'�nk Replticcmcnt Only ❑ Othcr Mcxiification to Existing Systcm(cxplain)
�; ❑ I'crmit Reru�ti�al � Pemiit Revision ❑C'hunge o(' ❑Permit'1'rsmsfer li�Ncw List Prcvi�us Pcmiit Numtxr smd lls�tc Issucd
Belore E:xpiration Nlumber Owner � ' 2 (9 �
IV.T e of POWTS S stem/Com onenUDevice: Check all that a I
❑ Non-Prcssuri�cd In-GrounJ ❑ Pressuri-r.�d tn-Ground ❑ At-Gra�c ❑ Mound�24 in.cif suitablc u�il ❑ Mound<24 in.of suimblc soil
❑ I lolding Ttu�k ❑Othcr Dispersal Componen!(eaplain) �Prctrcatmcnt Ih:vicc(cxplain) (icoMat
V.Dis ersallTreatment Area Information:
Dcsign Plow(gpd) Dcsign Siiil Application Dispers:il Arca RcyuireJ(s� Dispersal Arcu Proposcd(sn Syslcm I:lcvation
3(?0 Rate(gpdsn l R7.5 252 91.5
1.6
VI.Tank Info Capaciq�in Y �
Gallons 7'otal tl ul� � � °� .�
M�nufucliucr � � U o � '^ @
Gallons llnits � o :: � � �
Ncw"1'anks f:risting Tanks p, U in �, v� c.+..V 0..
Scptic ur Hc�IdingTank 750 75U I Wicscr
Dosing Chnmt�r
V11.Responsibility Statement- I,tt�c undersi�ned,essumc responsib'ity r in. allation of the PO�V'I'S shown on tbe attached plaos.
I'Iwnbcr's Namc(Print) Plumbcr's Signaturc: MI'/MI'RS Numtnr Rusincss Phaic Numlxr
Oan RUfcb 253gpR 715.41G.1642
Plumbcr's Addrcss(Slrcct,City.Statc.'T,ip Codc)
I 1 18N 1'ront Strcct Spooncr WI 54801
V111.C u t IDe artment Use Onl
�A cd ❑ Disapprovcd Pcrniit Pce Datc I.•tiucd Issuing Agcnt Signalurc
❑ O�vner Givcn liciuon for Ikni�l $ �. � �� S
1\.Conditions of Approvul/Reasons for Disnpproval ^ �� ,1•-�t •- �,��-�.
C �.�I\�-�w�=�j?ti�`'J%� �,J�"
� �----=-- ---�;t I
��� ; )� � .c {., �'�!
� ;. .f;
�
� �_. � . � �
--; �;��d � � 2€�22 F�-•
Atlnch to complete pinns for thc system xnd sahmit tu the('ounty onlV on pxper not Iess than S 1/2 s I I inches in sizr -------------------.—___
.'.�"�"�,
i . . .... . , ,•x,-<<Ji�i
SRD-G398(R03/14)
GeoMat IN GROU ND DO !N 1S RIB TION CO P N N i N
Residential Application
INDEX AND TITLE PAGE
Owner In o
Project Name: Linde Geomat
Owner's Name: Bruce Linde
Owner's Address: W7324 Karamarie Dr Pardeeville WI 53594
Properiy n o �
Property Address: 14000W County Hwy.E _ __
Legal Description: S 8 T 39 N R 8 W
Township._ Couderay---- .__._. __.___..._.. County: Sawyer __._ ..._._._.�_.�__._ .... __
Subdivision Name:
Lot Number: 13 Block Number: CSM#: �7/33 #851�
Parcel I.D. Number: 4839085316
Pian Transaction No.:
lndex Pages
Page 1 Index and title Page 9 Filter specifications
Page 2 Data entry Soil test
Page 3 GeoMat dist. cell drawings &calculations =,�:�il s;�:,,i
Page 4 Lateral and cell cross section .>��i! i��,t
Page 5 Management&contingency
Page 6 Maintenance&specifications �� � �
Page 7 Distribution media -----------------___...__._.___...
Page 8 Plot plan - --��- -� `�~��_`�l
Dan Burch License Number: 253808
____.____ _____.___._.__...__._-. _____.__.-------.____.
Date: Phone Number: 715.416.1642
Signature:
Designer Stamp: State of Wisconsin Approval Stamp:
Designed Pursuant to the
GeoMat In Ground Component Manual Ver.June 26,2018 Version
Page 1 of 10
ln Ground and Dosing Distribution Component Design
Design Worksheet
ite fn ormatton
._�_�.__._._...._._ ._. --
R Residential or Commerciai Design �__�N �� ISD Required?
� ~ 200.00 Estimated Wastewater Flow(gpd)
�1.60 Peaking Factor(e.g. 1.5= 150%)
300.00 Design Flow(gpd)
0.00 Site Slope(%)
"� �90.50 Prop. System Elevation (ft)
~ �42.00) Depth to Limiting Factor(in)
1.60 In-situ Soil Application Rate(gpd/ftz)
�94.00� Lowest Original Grade Ele. In System Area(ft)
� �97.50� Highest Original Grade Ele. In System Area(ft)
l88.00� Limiting Factor Elevation(ft)
�5.50 Depth Below Grade
str u ion e nformation
325 Cell Width(ft) (�_� _ ___.1 j Number of Cells
, 2.00 Dispersal Cell Design Loading Rate(gpolftz)
2 Influent Wastewater Quality(1 or 2)
�_._�________
Ishl ution In ormation
� E� Center or End Manifold, Dist. Box or Drop Box
_...__._.___._._.._.
1 Number of Laterals System dosed� �~v� �,^ .� N � ^� � �_�
0.00 Lateral Spacing(ft) ���--— ��-
System not dosed
anu cturer nfonnat on
Treatment Tank Information Effluent Filter Information
,—.._______ ___.___._...____.-----___-----�..--------
750.00 Septic Tank CaQacit�r(gal) `Polylok Incy/Zabel __ _ �Filter ManuFacturer
I�Wieser ~yP��� Manufacturer 3014-525-1/16 10,000 GPD iFilter Model Number
,__. ____._._..�-----�----._ . .._---.� �-----------------_----___...._..__.._..
Project: Linde Geomat Page 2 of 10
In Groun Plan View
Il — ��IlII C{���]�I�.�
•000Jotro�000••000000..00�ooti0000"""b0000000u000000 000tro�0000.
000c 000°00000000000n000000 0000000o a000000000
' 00000°0000000000000000000000000000�00�000 �0000000 .
.' o°o°o°o�o�o°o°o°o�o°o°o°o°o°o°o°o�o°o°o°o°o°u° �o�o°o°o°o°o°o�o°o°o .
.; oou000�00000000000000000000000°00000000°0000uo ����j, o°c�i°o°o°o o�o°o°o°o° •�
O O�O,�OqO O 0__r�'T�O_O O Q^Q�0�0�040�010��r, � � yq0�0 O O�O�O,�O
�
Calculations
1 ��..�:+d;�ft A 3.25 ft Basal Area Required 187.5 �
K 1 ft B 48 ft Basai Area Pro osed 252 ft2
S 0.00 ft L 50 ft
. W 5.25 ft
Basal Area Calculation GeoMat Dis ersa!Cell Basal Area Calculation
GPD Loadin Rate GPD Loadin Rate
300 1.6 gal/sq tUday 300 2.00 gallsq ivday
Total 187.5 ft2 Total 150 ft
Pro osed 156 ft
Number of Cells 1 GeoMat Width 3.25 ft
Cell Length � ._,.��'�{ft Lineal Feet of GeoMat Required 462
Min. Cell Len th � 46.2 ft Lineal Feet of GeoMat Pro osed 48
Cell Spacing 0.00 ft NOTE:Min S dimension= 1'
S stem Elevation 90.5 ft
Limitin Factor 88 ft
Se aration 2.5 ft 2�n.tin
Directions:
Play with celf length to get desired cell spacing, length and width. Remember system SHOULD be longer than it is
wide. it must also Satisfy basal loading rate and GeoMat cell loading rate.
Project: Linde Geomat Page 3 of 10
nd onnec on Lat�ra Layout laiyram
1 _ - -:.tli�4ic.
Hole spacing is every 12",1/2"hole at 4&8 O'clock,starting 4 O'clock 6"irom end and
8 O'Gock Holes at 12"from end.
Lateral Spacing 0.00 fl Pipe Diameter �__ _ 4.00�in
a ut on e 1 ross c on
97.5 ft � �inished GrnAc r'�1'r �1'V'`► �WV'
( ' �•� ,�..:• •`'"'' • ,-� ,�OaeLfiq, [�(I,EYC�
'': ., . ,. ..,. , 12���8��
5.5 fl— S+mdCoraneammesded , :
4 in �► pjpej�;•�. ��i�u `. . • (nEltittiw
�� na �.`' . _ • �F�btie
Top of geomat to be at • . • � �EQ�'
or below original grade � � �
I 1 I I ?ASTM_33ec� � � � , � , � i � �
Infiluative StirSce
' _ �NATIVE.SOIL:�
"__�__�__...,... �....� F�cmr
42 ft �
�erva on pes
wr.'iW�4
87.5 t �+��
� 4•fih DI�
17'Min.
4B"Max.
aw
Tuilc�I'I:ui.c / (iclwr
�14t — ,. � . .
Paga m�n.
�asur �� ';i
���,�,���,����� ��.. , , � � , ��`�'�'���� � �:Y;.?'�'�'�; ;�;�;�;�'�'I�.'�;�'�'�'�'�
��ive_`'�t, �r��` �j ����'�'�'� � � �' � � �� a �; ; ��'� �'�'�,�,���
'��,� � ���;� ��; � ; � ���r,�� �� �� ����,�
� ' �;��� � �;���� '�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'�'������ � � � � � � �;�;;� �;�;� ;�;�
���;�;���;� ����� � �����;�����;���;�'ifs�ne�i�7a.`3'i�.:.�`�`�;� '��� ��������������� � � � � '� �;�,�,�
�'� � � � �'���������,��� ���,�,������ �;�;� �;���'�
� ��,�,� �� �'� � �'��������� � ���;�;�
� ��� � � � � � � � � � � � � � � � � �� ���� � ����� �������������� � ��� � �������
��i'i'i i'i'i'i;i�i'i'i�i'i'i'i �'i;i�i;i'i'i'i�;'i'i'i'�'i;i'i'i'i'i'i'i i i;i'i'i'i�i i i,i i � i � t i'i'i i'i'i'i'i i � i'i','
111 11 � 1 Itll 11 I111 111 II I1111 1111 111111
90.5f i i'i'i'r i � i � i i i i'i'i'� i � i � i'�'i'i i i i i i'i i i i'i i i i i'i i t i i i i i � i i i i�i;�,i,i i i;�� i,� i i i'i'
Project: Linde Geomat Page 4 ot 10
Notes/Maintenance Requirements
MANAGEMENT PLAN
This private onsite wastewater{POWTS)has been designed,and is to be instalied and maintained in accordance with SPS 383,Wis.Admin.
Code,the in-Ground Soil Absorption Component Manuat for Private Onsite Wastewater Treatment Systems Version 2.0 SPS-10705-P
(N.01l01). GeolVlat in ground Component manual Version 1.
1.This POWTS has been designed to accommodate a maximum daily flow of 3�ons of wastewater per dey. The quality ot
influent discharge Into the POWTS treaUnent or dispersai component shail be equal to or less than all of the following.
A monthly averege of 30 mglL fats,oil and grease
A monthly average af 220 mgll B005
A monthly average of 150 mg/L TSS
Westewaier shall not discharge to the POW7S in quantities or qualities thai exceed these limits or that resuit in exceeding the e�forcement
siandarcis and preventative action IimRs specifled in ch.NR 140Tables 1 &2 at a point of standards application,except as provided in DSPS
383.03(4),Wis Admin.Code.
2.The awner of this.POWTS is responslble for system operation and maintenance.
3.Defects or matfunctions�entHied du�ing maintenanoe descrbed above shall be repaired in conformance wfth SPS383 Wfs.Admin.Code,
and the pertaining county Pmrate Sewage Systems Ordinance. The user's manual,provided to the owner of the POWTS includes ihe names
and telephone numbe�s of the properly licensed individuals to contact fo�such repairs.
5.No praduct for chemicai or physical resto�ation or chemica!or physicaf procedures tor POWTS may be used unless approved by the Dept.
of Commerce la accordance with SPS.384,Wis.Admin.Code.
6.if the POWTS is repiaced,o�its use discontinued,it shall be abandoned in accordance with SPS 383.33,Wis.Admin.Code.
NOTES
Two Effluent FiRers to be installed where possible 1 to be installed in ST,and or 1 in pump tank in
order to insure partiGe size less than or equal to 7/8". Fitters should be cleaned once in spring,and once in fall. Rlso,sValners in sinks in
the building shaii be maintained,so that solids and fats are minimfzed to flow into system.
A minimum of 2 observation pipes per cell shall be installed. These pipes shall be locafed approximately at the end of each cell.
The plumber,or county shail sse to it that a copy of these plans including this page,maintenance folder,and maintenance agreemen4 is
given to the homeowner.
This system may contain a dose chamber. If a pump,fbat,eled�icai outage causes the dose tank to fili,the homeownar shouid see io it that
the effluent level in the tank is brought down gradually and not all dosed to the system at once. One large dose could cause damage.
Contact a pumper or your installer if this problem occurs.
The homeowner is responsible tor farmulating a water conse►vation plan that wiil ensure the system is rarely overloaded. I.E.spread laundry
out over time,not 6 loads in 2 hours,while everybody shovwers,and uses the toilet,EfC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A.Septic Tank.Arry structural failure resulting irt c�ks or leaks in the tank must be coneded by feplacement of the sept�tank component.
leaks in the joints between manhole risers or covers��fie repaired by replacing laulty seals with approved materials to make Joi�ts water-
tight.
B.Outlet Fltter.The ouNet fifter shali be replaced or repaiTed when it is either no longer capable of preventing tha discharge of particles larger
tha�1/8 inch or when it has become permanenNy degraded by clogging so as to interfere wfth the design flow out of the septic tank.
C.Dosing chamber and pump.The dosfng chamber shall be replaced if any structural failure is found.Leaks in joints between manhole risers
or covers shall be�epeired by replacing faulry seais with approved materials to make joints water-tight.'T'he pump and controls shall be
repiaced when they are no longer capable of functioning accord)ng to the desig�pian.
D.Pressure Distrlbutfon Piping.PaRial clogging of the distribution network may�esuit in unduly long dosing cyGes.The ends of the
distributfon laterals mey be exposed and the threaded end caps removed.The piping can be disconnected on the ouNet end of the pump.
The distrlbution piping may dien be badc flushed to Geanse any accumutated matter from the piping.It is recommended that the dosing
chamber then be pumped by a licensed plumber.
E.Soil Absorption Cell.The dtscharge of sewage or wastewater to the ground surface is stricty prohibited due to the human heaRh hazard
created by the efflueM.All failures created by surface discharge shaA immediatety be reported to the appropriate county.The pump shall then
be immediately disconnected to prevent further discharge to the ground surface via the soll absorption cell.The existing septic tank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs to the soil absorption cell can be achieved.The
replacement shall be inftiated only after any necessary plan approvals have been obtained from the
appropriate plan review authority and the required sanitary pertnit is obtained from the county.
Project: Linde Geomat Page 5 of 10
In Ground System Maintenance and Operation Specifications
Service Provider's Name Dan Burch Phone 715.416.1642
POWTS Regulators Name Washburn Coun SPIA-Zonin De artment Phone 715 468-4690
Svstem Flow and Load Parameters
Design Flow-Peak 300 gpd Maximum Inftuent Particle Size 118 in
Estimated Flow-Average 200 gpd Maximum BODS 30 mg(L
Septic Tank Capacity 750 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 156 ft2 Maximum FOG 10 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank Ins ect and/or service once sve 3 ears
Effluent Fifter Ins ect and clean as necessa at least once eve 3 ea�s
Pump and Controls Test once eve 3 ears
Alarm Should test eriodicall �
Pressure System Laterals should be flushed and ressure tested e�e 3 ears
In Ground Ins ect for ondi� and see a e once eve 3 ears
Misceltaneous Construction and Mate�ials Standards
1. Obsenration pipes are slotted and materials conform to Table SPS 384.30-1,have a watertight cap
and are secured in as shown in the GeaMat In Ground Component Manual Ver.March 20, 2017.
2. Dispe�sal cell media conforms to GeoMat products approved for use with the GeoMat In Ground Component
Manual Ver.March 20, 2017. Media is covered with an approved geotextile fabric.
3. All gravity and pressure piping materials conform to the requ+rements in SPS 384,Wis.Adm.Code.
4. Scarifiqtion of basal area is accomplished with a rake or other tool.
5. All disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration.
Lateral Tum-up Detail
6-8"Diameter Finished Threaded Cleanout
Lawn Sprinkler Grade � Plug or Bal)Valve
8ox
lateral Ends at Last Orifice Where
Long Sweep 90 or Two
~�,45 Degree Bends Same
� Diameter as Lateral
� -.
t, ,<,::(�t ;; ,
1����� � I�: , ,.;
___.`_ _ ::..:.':.� _ _.._._ Jj� � . � r.��
Distribution Lateral Lateral Cleanout — ,�
'� MAR 2 3 20C2
� �-n �!�1 �n„T\J
90.5 Feet t .,
Project: Linde Geomat Page 6 of 10
GeoMat Distribution Cell Media Layout
325 CeII Width(ft) 2 63 Sidewall to Laterel(ft)
Distribution Cell Cross-section Arrangeme�ts
�
omponen Legen
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell P�an View Layout-Typical
3 25 Cell Width-A(ft) 48.00 Cell Length-B(ft)
(-:nd('onnecGon I rd��i.�l Layrnd f_�r:�qi,3m
� �� �� � �... � �.� �.� �.� � .� ....... � .�� �.�
CJ��
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MAR 2 3 20 O
?p�'��'v`Y �?
N,�G ADM�N�ST� Ty
jON
Typlcal Ispersal ell
����sn�a c�,n� �� ��� ��Y
I' • •...^.: '.. •: .•. • 12"48" .e�oc�rn� Lv,er�l[.evel
S�d Co�a ieoommmdod .
pjpe j?t� ��„u , ' ; . � ' . abrit
.' .� r�oc �:- - �
�. .. -- _ .. ,_� ^ ^ �_GEOMAT
� � � � � � � 12'ASTM 33�31 � � � ' � ' � � � Infil�s6ve Svrface
� -NATIVE�SOIL=---
_ ---- - - - - - _��=�
���� �����_� r.:.�+mn.F�cmr
See details on page 4 tor numbe�,size,and spacing of laterals.
Project: Linde Geomat Page 7 of 10
CHECK BOX AS APPLICABLE. CHECK BOX AS APPLICABLE '
QSOIL EVALUATION o s���: '30 30 45 sfl �-SYSTEM PAGE 2 OF
SITE MAP PLOT PLA
PROJECT NAME: 7 5, DESIGN FLOW: � � � GPD
L� N lJ � �J'�s T�M ���iU� SC 1� Attach dosign flow calculations for commercial plans.
PROJECTADDRESS: 1 yO�J�� +�I.��/ � Pipe Materiai/ASTM Standard(Tablos 384.30-3&384.30-5)
! N Sanitary Sewer .S� S �� /Y�� e—
BM Symbol: -!� BM Elevation: 1 � `� FT Force Mafn: /
,�J� r �
BM Descriptfon: ;v ti i' �✓t �� O � � 1
intlicate north by IMPORTA(VT:
Siope Gradient(°,6) Weil Symbol(I(applicable): Q drawing An eRow Show ground elevation contours at suitable intervais.
of TBsted Alea: on the 8pproprito Nne.
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�4�� ° � 1AN 28 2022
,qy�YER GOUNN
ZON1t�1G ADM1NtSTRaT�ON
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