HomeMy WebLinkAbout014-942-34-4413-SAN-2024-032 ��\'\V.1\II`I C�)1111 Ly �
-`%�� -., Depxrhnent of Safety
;'� ; . . ,Cja�,.r G('
= ; DS , = & Profess�onal Services, - --`f�- �
� � - Sanitary Pcrmit Numbcr(to bc tillcd in hy(
,,,�` PS Industiy Services Division � 5 I -� 3 r .s
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-- ___ —___ -- __ _ _
Sanitaiy Permit Application �'`'`` ''`"„""`°"�`"°,�" � ���� �
�---_ �.�
In accordance with SPS 383.21(2),1�1�is.Adm.('ode,submission of this form to Ihe appropriatc governmental unii �
is reyuired prior to obtaining a sanilaiy permit. Note:Application fottns for state-o�vned YOW fS are subroitted to Project Address(�f dilicrcnt than mailing addi�ss) -
the Department otSafery and Professional Services.Personal inlonnation you providc may be used for secondary
pmposcs in accordance with thc Privacy I.aw,s. I 5.04(I)(m),Slats. /�w�� �n(
I.Application infm�tnation-Please Print All Information
G
— ------ — __-- - - ___
Propciiy O�vncr's Name �P�iQ l� -Fi re � Parccl It
�ose-pti. � C,�,.se �ace1�_ `���-�1y viy- 9ya - 3y-yyl3
— --- __- _--- -- ---------___ ---
Propeity Ownci's Mailing Address -.— - Property I.ocation
► a 7�lo N c d�� ,,.� r u N �-r s .�,��-
City,State '7..ip Code Phone Number
1-�a war c� i W Z 5`I S`i 3 __5E ��,5�__��, s�������, _3y
II.Type of Building(check all that a�ply) I.ot tt - -------- -� �J) � It U 9 F=er
-- --- —
�I or 2 Pamily D�velling.-Number af Bedrooms � �y Subdivision Name
I31ock;1 -- �—
❑Public/Commercial-Describe Usc
_-- __-
�City of
_..--- -...— -----
❑S��le f)wned-Describc t)se ----
- --------- CSM Numbcr ❑Villageof
----
_
csr, � a�a ��,��,�� L�_n�Q�±- -
�o►. a p . �8 _ _
III.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one boz on line 13.Complete line C if
a�licable.)
A �New S stem ---- ------- --
y ❑ Replacement Syslem ❑ Oiher Modification to Exisling System(cxplain) ❑ Additional Prelreatment Unit(expllin)
�.
❑ Holding Tank �,In-Ground W� ❑ At-Gradc ❑ Mound ❑ Individual Sitc Dcsi n
g C� Otlier'l ypc(c�plain)
(conventional)L;�}
�'• ❑ Renewal Before ❑ Change of Ph�mbcr List Previous Pennit Number and Date Issucd
U Rc��ision �._� �I�ransfer to Nc���O��mcr
Expiration
IV.Dispersal/Treatment Area and Tanl<Information: �dp:�� �a,�,�. �•� � �} x S��} Ce 1 )
Design Plow(gpd) Design Soil Application Rate(gpd/sf) Dispersal Arca Rcyuired(sf) Dispersal Area Proposed(s� Syitem llevation
y - �. o / a . o yso/ aas'" y75/3a5 9a. so
Capacity in 7'otal #of Manufachu�cr
'fank Inforniation Gallons Gallons Units ` o 'D �
GO M Q� Ncw Tanks Existing Tanks `��° o � � � A _ �
m
n. U in h in ti C7 0..
Scptic oc Holding Tank ���� ���
� �
Dosing Chambcr ��u ^ `��
V.Responsibility Statement- 1,the undcrsigned,assume responxibility for inst111�tion of the PONTS shown on thc attached plans.
Plwnbcr's Namc(Print) Plumbcr's Si�uatur MP/MPRS Number [3usiness Phone Number
Gc.c�Id F�oen�+c 1 G �i'SOI I1 7/S-S53-113$
- - __- - - -- -- _ ---- - _ _- --_
Plumber's Address(Stree�,City,Statc,!ip Codc)
1 3 s oa w Fr��.�c l�� ta a ��� �.sa .�-ia Y 3
VI.C u ity/Department Use Only
� lti�e ❑Disapproved Permit Fee Date Issucd Issuing Agcni Sign�ture
!�'" O Owner Given Reason for Denial $ l�.°O �3 /y �a�i ��.GGX-f,e����ll�
Conditions of Approval/Reasons�r�isapproval �� �� �
� � j`l � I
�� .:.a�.e_s.._31�_ a y � _ �
����
����.
� � FEB 2 9 2024
..��k#__... l b��!�..
C S� 6`�-D �s� . �no:� sAw�ea courv-rY
_._ ..__ ..
ZONtNG ADMINiSTRATI
Atlach�o complele plans for tl�e s�'slem and submil to Ihe Counl,l'only on paper nol Iesx U�an R V2 a I 1 inches in sire
NO R�FUNDS AFTER
st�n-G3�s�a.03�22) ISSIlE OF PERMIT
� ��S
GeoMat IN GROUND AND DOSING DISTRIBUTION COMPONENT DESIGN
INDEX AND TITLE PAGE
All Water Treatment Systems To Be Removed From System
Owner Info
Project Name: Vacek-Ewig Ln
Owner's Name: � Joseph&Casey Vacek
Owner's Address: 12716N County Hwy T Unit 5
Hayward,WI 54843
Property Info
Property Address: Ewig Ln
Legal Description: SE SE S 34 T 42 N R 9 W
Township Lenroot County: Sawyer
Subdivision Name:
- - - -_ --
Lot Number: 14 Block Number: CSM#: 262
Parcel I.D.Number: 014-942-344413
Plan Transaction No.:
Index Pages
Page 1 Index and title Page 9 Pump Curve
Page 2 Data entry Page 10 Plot Plan
Page 3 GeoMat dist.cell drawings&calculations
Page 4 Lateral and cell cross section
Page 5 Management&contingency
Page 6 Maintenance&specifications
Page 7 Tank cross sections
Page S Distribution media
Gerald Froemei License Number: 950111
Date: 02/27l24 � Phone Number: 715-558-1138
Signature i'•iy ` Gai_ `-�
Designer Stamp: State of Wisconsin Approval Stamp:
Designed Pursuant to the
GeoMat In Gro�nd Component Manual April 2019 Version
Page 1 of 10
in Ground and Dosing Distribution Component Design
All Water Treatment Systems To Be Removed From System
Site Information
____._._ .__._._ -__--------
R' Residential or Commercial Design N � ISD Required?
---______.__..,, ---_. _._
300.001 Estimated Wastewater Flow (gpd)
1.50� Peaking Factor (e.g. 1.5 = 150%)
450.00 Design Flow (gpd)
5.00 Site Slope (%)
92.00 Prop. System Elevation (ft) Sand & Native soil Contour
96.00 Depth to Limiting Factor (in)
1.00 In-situ Soil Application Rate (gpolft2)
93.90 Lowest Original Grade Ele. In System Area (ft)
95.10 Highest Original Grade Ele. In System Area (ft)
87.90 Limiting Factor Elevation (ft)
1.60 Depth Below Grade
Distribution Cell Information
3.25 Celi Width (ft) �� Number of Cells
2.00� Dispersal Cell Design Loading Rate (gpd/ft2)
I ___ _ 2; influent Wastewater Quality (1 or 2)
Distribution Information
� ----- --
Ei Center or End Manifold, Dist. Box or Drop Box
---.. _ - — -
2 �Number of Laterals System dosed� Y
425 Lateral Spacing (ft)
6.69 Forcemain Drainback (gal) Does the forcemain drain back? Y
0.50 Forcemain Filter Loss (ft)
2.00 Forcemain Diameter (in)
41.00� Forcemain Length (ft)
83.00 tnside Pump Tank Elevation {ft)
3.50 System Head (ft) x 1.3
9.77 Vertical Lift (ft)
1.39! Friction Loss (ft)
15.16 Total Dynamic Head (ft)
51.69 Minimum Dose Volume (gal)
25.00! System Demand (gpm)
Manufacturer Information
Treatment Tank Information Effluent Filter Information
, 1000.00 Septic Tank Capacity (gal) �Lifetime Filter LLC �Filter Manufacturer
Wieser Concrete Products, Inc. Manufacturer ILT 1/8 Filter Model Number
Dose Tank Information GallonsAnch Calculator
_ 602.82� Dose Tank Capacity (gal) 602.82� Total Tank Capacity (gal)
-- __ - --- - - - ---__
11.82 Dose Tank Volume (gal/in) 51.00 Total Working Liquid Depth (in)
Wieser Concrete Products, Inc. Manufacturer 11.82 gal/in (enter result in cell DoseTankVolume)
Project: Vacek - Ewig Ln Page 2 of 10
In Ground Plan View
2 c,�ll�ueoR/Iae
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Calculations
I 1 00 ft A 3.25 ft Basal Area Required 450 ft1
K 1 ft B 50 ft Basal Area Proposed 475 ft2
S 1.00 ft L 52 ft
. W 9.50 ft
Basal Area Calculation GeoMat Dispersal Celi Basal Area Calculation
GPD Loading Rate GPD Loading Rate
450 1 gal/sq fUday 450 2.00 gal/sq fUday
Total 450 ft2 Total 225 ftz
Proposed 325 ft2
Number of Cells 2 GeoMat Width 3.25 ft
Cell Length - 50.OG�ft Lineal Feet of GeoMat Required 69.2
Min Cell Length 34.6 ft Lineal Feet of GeoMat Proposed 100
Cell Spacing 1.00 ft NOTE:Min S dimension= 1'
System Efevation 92 ft
Limiting Factor 87.9 ft
Separation 4.1 ft 2�Min
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Project: Vacek-Ewig Ln Page 3 of 10
End Connection Lateral Layout Diayram
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Hole spacing is every 12", 1/2"hole at 4&S O'clock,starting 4 O'clock 6"from end and
8 O'clock Holes at 12"irom end. 4"Perforated pipe may be used.
Pipe Leneth=GeoMat Leng?h
Laleral Spacing 425 (t Pfpe Diamefer _ 2.00 in
Distribution Cell Cross Section
Finished GraAc '�`+'� \`r `r � �PV'V'
(-`;'.�,'.'�''•:,�•, ."�".'`. . �, .y�`•Hat►fiil....�'.�Y �LEYt�
— ����, 12"-42
1.E�ft � :;: . ,
2 in —► pipeDii.t ` ���i� `\�:.��; _�.'-�� e�bftC.
. �� Pipe 1�^ —
Top of geomat to be at or ��.'. - • � GFA MAT
below original grade , � � � � � � 12'ASTM 33 S�� I � I , 1 � I � I �
In6ltrative Surface
- r- �NATI�%E.SOII�� -
���.����.��� J ^-�. Lin.itap,Factar
9fin y
Observation Pipes
���
Pm6hed Ofde
4•1.�Di�
12"Min.
42"Max.
swo
Toi�¢I Plan e Rc6ar
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c�1.rY� �wu a -
me�
F rrejmiwi� _
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;���i�1���1i���'� � � � � �i�i�ii���i�iii���i���i�����i���i�i�i� i�i��iii�i��i�iii�����i ��i���i
���wATER CL053I'COLI.AR B'Min Dta Rc'
'�'�'�'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��� � � ���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'�
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92 . '�' '�''� �'�'�', �'�' �'�'� �'�'� ���'�'� �'�'�
Project: Vacek-Ewig Ln Page 4 of 10
Notes/Maintenance Requirements
MANAGEMENT PLAN
This private onsite wastewater(POWTS)has been designed,and is to be installed and maintained in accordance with SPS 383,Wis.Admin.
Code,the in-Ground Soil Absorption Component Manual for Privale Onsite Wastewater Trealmenl Systems Version 2.0 SPS-10705-P
(N.OV01)_ GeoMat in ground Component manual April 2079 Version.
1.This POWTS has been designed to accommodate a maximum daily flow of 45Q,7gAons of waslewater per day. The quality of
intluent discharge into the POWTS treatment or dispersal component shall be equal to or less than all ot the following.
A monthly average of 30 mg/L�ats,oil and grease
A monthly average of 220 mg/L BOD5
A monthly average o(150 mglL TSS
Wastewater shall not discharge to the POWTS in quantities or qualities ihat exceed these limits or ihat result in exceeding lhe enforcement
standards and preveniative adion limits specified in ch.NR 140Tables 7&2 at a point o(standards application,except as provided in DSPS
383.03(4),Wis Admin.Code.
2.The owner of ihis POWTS is responsible for system operation and maintenance.
3.Defects or maifunctions identified during maintenance described above shall be repaired in conformance wilh SPS383 Wis.Admia Code,
and the pertaining county Private Sewage Systems Ordinance. The user's manual,provided to the owner of the POWTS includes the names
and felephone numbers of Ihe propedy licensed individuals to contad for such repairs.
5.No product for chemical or physical resloration or chemical or physical procedures for POWTS may be used unless approved by ihe Dept.
of Commerce in accordance with SPS.384,Wis.Admin.Code.
6.If the POWTS is replaced,or its use discontinued,it shali be abandoned in accordance with SPS 383.33,Wis.Admin.Code.
NOTES
Two Effluent Filters to be installed where possible t to be installed in ST,and or 1 in pump tank in
order to insure parlicle size less than or equal to 1/8". Filters should be cleaned once in sprinq,and once in fall.Also,strainers in sinks in
the building shall 6e maintained,so that solids and(ats are minimized to flow into system.
A minimum of 2 observation pipes per cell shall be ins�alled.These pipes shall be located approzimately at lhe end of each cell.
The plumber,or county shali see to it that a copy of ihese plans inciuding this page,maintenance folder,and mainlenance agreemenl is
given[o the homeowner.
This system may contain a dose chamber. If a pump,floa[,eleclrical outage causes the dose tank to fill,!he homeowner should see to it that
the eftluent level in lhe 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 pmblem occurs.
The homeowner is responsible for formulating a waler conservalion plan that will ensure the system is rarely overloaded. LE.spread laundry
out over time,not 6 loads in 2 hours,while everybody showers,and uses the toilet,ETC.
CONTINGENCY PLAN FOR COMPONENT FAILURE
A.Septic Tank.Any struclural(ailure resulting in cracks or leaks in the tank must be corrected by replacement of the septic tank componenl.
Leaks in ihe joints between manhole risers or covers shall be repaired by replacing faWty seals with approved materials to make joints water-
�ight.
B.Outlet Filter.The outlei filter shail be replaced or repaired when it is either no longer capable of preventing the discharge of particles larger
than t!8 inch or when it has become permanently degraded by clogging so as to inleAere with lhe design flow out of ihe septic tank.
C.Dosing chamber and pump.The dosing chamber shall be replaced if any structural failure is found.Leaks in joints between manhole
risers or covers shali be repaired by replacing faulty seals wi�h approved malerials�o makejoints water-tight.The pump and controls shall be
replaced when they are no longer capable of funclioning according to ihe design plan.
D.Pressure Distribulion Piping.Padial ciogging of the distribution network may resWt in unduly long dosing cycles.The ends of the
distribulion laterais may be exposed and the threaded end caps removed.The piping can be disconnecled on the outlel end of the pump.
The distribution piping may ihen be back flushed to cleanse any accumulated matter from the piping.It is recommended that the dosing
chamber then be pumped by a licensed plumber.
E.Soil Absorption CeIL The discharge of sewage or wastewater to the ground surface is strictly prohibi�ed due to the human health hazard
created by the effluent.All failures crealed by surface discharge shall immediately be reported to the appropriate county.The pump shall
then be immediately disconnecled to prevent further discharge to the ground surface via the soil absorption ceIL The existing septic lank and
dosing chamber shall be used as a temporary holding tank until the necessary repairs lo the soil absorption cell can be achieved.The
replacement shall be initiated only after any necessary plan approvals have been oblained from ihe
appropriate plan review authority and the required sanitary permit is obtained from ihe county.
Project: Vacek-Ewig Ln Page 5 of 10
In Ground System Maintenance and Operation Specifications
Service Provider's Name Gerald Froemel �I Phone (715) 558-1138
POWTS Regulalor's Name Sawyer County SPIA-Zoning Adminislralion ; Phone (715)634-8288
Svstem Flow and Load Parameters
Design Flow-Peak 450 gpd Maximum Influent Particle Size 1!8 in
Estimated Flow-Average 300 gpd Maximum BOD5 30 mg/L
Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L
Soil Absorption Component Size 162.5 ft� Maximum FOG 10 mg/L
Type ot Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL
Service Freauencv
Seplic and Pump Tank Inspect and/or service once eve 3 years
Eftluen� Filter Inspect and dean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test periodically
Pressure System Laterals should be flushed and pressure tested every 3 ears
In Ground Inspect for ponding and seepage once every 3 years
' —
Miscellaneous Construction and Materials Standards
1. Observalion pipes are slolted and materials conform to Table SPS 384.30-1, have a watertighl cap
and are secured in as shown in the GeoMat In Ground Component Manual Ver.April 2019.
2. Dispersal cell media conforms to GeoMat products approved for use wifh the GeoMal In Ground Component
Manual Ver April 2019. Media is covered with an approved geotexlile fabric.
3. All gravity and pressure piping materials conform to fhe requirements in SPS 384,Wis.Adm. Code.
4. Scarification 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 Turn-up Detail
;�6-8"Diameter {< <-'>,'°`,' �-ocFimshcd ThreadedCleanout
"�Lawn Sprmkler "�'��"�` �< i Grade � -����� Plug or 6a11 Valve
o�Box ' � . � o<ic -;
��cn >��o� ri_o_ui1.��oi<< 'o�>_< � ��� - V2(ITIfI O1�OS@d
q Lateral Ends at Lasi Orifice Whrre
� ,
�`���;"�" ' �� ` Long Sweep 90 or Two
�� �45 Degree Bends Same
o�'���„� ; ;<<� Diameter as Lateral
h'.�;.,a,o`<.
�r�c i
, ��{ ��rjlf,�hb�
, ,
[:�4��u��jL�tiiL�l!`�_!t;'��_i!�I.��� il�lji'�' ,i�: � �.�i��i'.���=
� Distribution Lateral � La[eral Cleanout �
92 Feel
Project: Vacek-Ewig Ln Page 6 of 10
PAGE 7 OF io
GRAVITY-DOSED
SEPTIC / PUMP TANK SPECIFICATIONS
4"OVeNPipe (No Scale)
>10/I fmm
Building fleclnralmuslcomplywilh
12"Min.or 2A f�above COMM 1 fi and NEC 300
Esiablished Flood[levalion [x�end manhole riser as necessary.
(typi�al) Wealherpmol
Approved .lunclion Box
Venl Cap NPProved Locking Manhole
IMPORTANT: with Waming l abal Allached
(�YPical)
Anchar tank(s)as necessary
--condui!
pursuant to SPS 383.43(8)(g) 4"Min.or 2.0 tl above
Eslablished Flood Flevaiion
(typicalj
�Airti9hl5eal '
Finished Grade �
— Quick Disconnecl
18"Min.
CAPACITIES @ ���82 gal/in o . : ' � t'vP'��J
Depth(in) Volume (gal) e � �
q 34.2 404.24 '�`�� We�P �APProvedJoinlswilh
Nole APP�oved Pipe]fi mlo
Liquid i sorec�w�e
B 2.0 23.64 A qYPirap
Depth '. Force Main
� � Filter•
[C] 4.8 56.74
Atarm � "`Install and mafntain pursuant
g ' to manufacturer's instruclions.
D 10.0 118.20 li o�
*Pump Tank Liquid Level = 51 in I�— PUn'P ��TM E EVAT�ION = 83•$3 ft
�
° INSIDE BOTTOM
Force Main Diameter = 2 in c°"Ce`e
����k ELEVATION = $3.00 ft
3"Approved Bedding Malenal�enealh Tank
Force Main Length = 4� ft
Force Main Void Volume = 6•7 gal
[C] Total Dose Volume (TDV) = 56.74 gal/dose
� (�0.2X design flow+force main void volume)
Vertical Lift = ��'�$ ft
PUMP TANK: SEPTIC TANK(S):
Volume = 6�2_$z gal Total Volume = 1000 ga�
Wieser Concrete Inc Wieser Concrete Inc
Manufacturer: Manufacturer(s):
Pump Manufacturer: Liberty
Install approved force main filter pursuant to
Pump Model: 283 (SePauacnedpur�pr.ur�e.) manufacturer's instructions.
Controls/Alarm Manufacturer: SJE Rhombus Filter Manufacturer: Simtech
Controls/Alarm Model: PS Patrol
FiiterModel: STF-1�
Float switches containinq mercur�re prohibited.
GeoMat Distribution Ceil Media Layout
3.25 Cell Width (ft) 2.63 Sidewall to Laterai (ft)
Distribution Cell Cross-section Arrangements
._rr c c,�iT • __'^ r. t : �P t [• r� . n v.�r �J C. -T'r._7T'_'�Tfrr-r—r _�[7.p (i��
" tJ � � . OVI l� . � JOI.• L � ,_�� � � f O.ti-C. pr� ��i .�.i t r t C r V_li
.� we.�..[�'uC � . _ . �. � ' ��L�(�.' . ,: - ;�n�r � � p �i � "_. " " .._ _ :�� - ,>�lr,�i
Component Legend
O Distribution Pipe
GeoMat is covered with approved geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
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3/1/24,3:07 PM Real Property Listing Page
Redl EStat2 Sawyer County Property Listing Property5tatus: Current
Today's Date: 3/1/2024 Created On: 2/6/2007 7:5531 AM
�Description Updated: 7/24/2023 � Ownership Updated: 7/24/2023
Tax ID: 18695 JOSEPH B&CASEY J VACEK HAYWARD WI
PIN: 57-014-2-42-09-34-0 04-000-000130
Legacy PIN: 014992349413 Billing Address: Mailing Address:
Map ID: .16.13 JOSEPM B&CASEY J VACEK JOSEPH B&CASEY J VACEK
Municipality: (014)TOWN OF LENR00T 1U16N COUNTY HVJYT UNIT 5 12716N COUNTV HWY T UNIT 5
STR: 534 T42N R09W HAYWARD WI54843 HAYWARD WI54893
Description: PRT SESE LOT 14 CSM 2/68#262
Recorded Atres: 0.570 � Site Address ' indicates Private Road
Cakulated Acres: 0.457
Lottery Claims: 0 � 1
First Dollar: No �J Property Assessment Updated: 9/26/2014
Waterbody: Nelson Lake 2024 Assessment Detail
Zoning: (RRl)Resldential/Recreational One Code Acres Land Imp.
ESN: 400 G1-RESIDENTIAL 0.570 45,900 0
� Tax Districts Updated: 2/6/2007 2-Year Comparison 2023 2024 Change
1 State of Wisconsin Land: 45,900 45,900 0.0%
57 Sawyer County Improved: 0 0 0.0%
014 Town of Lenroo[ Total: 45,900 45,900 0.0%
572478 Hayward Community School District
001700 Technical College
���Property History
�• Recorded Documents Updated: SO/D/2022 N�q
WARRANTY DEED
Date Recorded: 10/29/2022 441964
CORRECTIONINSTRUMENT
Date Remrded: 7/21/2020 425177
TRANSFER ON DEATH DEED
Date Recorded: 6/9/2020 424273
WARRANTY DEED
Date Recorded: 2/21/2003 308425
WARRANTY DEED
Date Recorded: 10/11/1990 220739
CERTIFIED SURVEY MAP
Date Re�orded: 5/1/1972 140140
https:l/tas.sawyercountygov.orglsystemlframes.asp?uname=Eric+Weilauer 1/1
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