HomeMy WebLinkAbout032-438-18-2411-SAN-2022-236 f ` .�.I���.�j'���1;'.. COl�lll\� V
�_,,. �, Industn�Services Division �
=' 4822 Madison Yards Way Sawycr
�� ��� �,' Madison. WI 53705 Sanitary�Permit Number(to be tilled in b� �
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,'.: � ;�,:� P.O. Box 7162
"�•� �-.-;'=' Madison. WI 53707-7162 �y 3� � o� 3 �
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Sanitary Permit Application �``"��'-`°°��"`°';"u"'h" �
PWTS-082201773-C �
In accordance with SPS 333.21(2)_W'is.Adm.Code.submission of d�is form to the appropriate governmental unil �''�
is required prior to obtaining a sanitap�permit. Note: Application fonns tor statc-o�cned POWTS are submitted tu 'roject f\ddre„(if diticrent d�an mailin� W
the Department of Safety and Professional Scrvices.Personal infonnation you provide may be used lor secundary (`
purposes in accordance���ith the Privacy Law.s. I 5.04(I)(m),Stats. 3977N Deertrail Acres Lane
I.Application Information-Please Print All Information
Property Owner's Name Parcel#
I homas& Patricia Sobotta - - - 57-032-2-38-04-18-2 032-y3g_�$-�c���--
Property Owners Mailing Address Property Location
1G108 1901h:�ve
GovL I.ot
City,State 7ip Code Phone Number
Bluomer.�1'1 51724-a�14A (71�)933-1639
SE '/4. \�'�' '/�, Section 18
T 38 N R 04 W
I1.Type of Building(check all th�t apply) l.ot# —
OL 1 Subdivision Name
X I or2 Famil�� D�rcllin�-NumberofF3edroums 2
Block#
O Public/Commercial-Describe Use -------
❑City of
❑State Owned-Describe Use ____ __ __ CSM Number ❑ Village of
— ---
86�7
�'I�own of �'�'inter
❑IIL Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A.
Check one box on line B. Com�lete line C if apPlicable.)
---- -- - - _---- --- — ----
�.
�New System ❑ Replacement S��stem ❑Other Modificauon to Fxistina System(explain) ❑Additional Pretreatment Unit(explain)
�' ❑ fioldine'I'ank ❑ In-Ground
` (conventional) ❑At-Grade �Mound ❑ Individual Site Desi�n ❑Other Type(e�plain)
��. ❑ Renewal Before Revision ❑Transfer to New I,ist Previous Permit Number and Date Issucd
I�:��pirati�m � ❑Cham�c of Plumbcr O�cner
Pr;� � d`�'/Y�'
IV.Dispersal/Treatment Area and Tank Information: o�
I)csisn I 1u�c(gpd) Design Soil ,lpplication Rate(gpd/st) Dispenal Area Rcquircd(st� Disper;al;�rea Prop��,cd(s�) S�,tem Eleva[ion(ft)
300 0.G Natural Suil/LO Sand � 300 300 � 99.17
Capacity in Total �of Manufactur�r
�
� -p J
Tank Int�irmation G�Ilons Gallons Units � � � „
J
Ncw l anks Erislin Tanks '+° c N �
'� —y `y v,
2-comparlmznt tank s � „ � o � � �o
... v ✓� s, v: ... � ...
S�•ptic ur Itolding'1':�nk gpp S00 I Wieser Cunerete,Inc. X
Do.in�(hambcr $00 500 I ���iescr Concrctc.Inc. X
V.Responsibility Statement- 1,the undersigned,assumc responsibility for install�tion o(the POW7S shown on thc attached plans.
-- - --- ----. _.-- --__- -..- -- —
Plumber�s Name(Print) Plumbcr ' 'igna[ rc MP/MPRS Numbcr [3utiincss Phunc 'vumbcr
R:�ndy�lnrtin 6758d2 (715)22�-22113
- ---- - - _ ----
----- ----- -- - --_ -- ----- -
Plumbe(s nddress(Street.Cih�.State,Zip Code)
I 1GG3 County Hwy F,Chippewa Falls,N'1 54729
VL C�-o�ur�ty/Department Use Only_ _ _ _ _ __ _
7l'/t Permit Fce Date Issucd ISsuin�Aacnt Si�n<ture
�npprol�cc f7 Disappruved � //�� -
�L✓ ❑O��ncr(;iven Rcason for I)enial � ��� �l ���"� ���C�t•U.��"`��c?r'�'-ar---1
Conditions ofnpproval/Reasons for Disapproval �_!1� , � � � ; '),;; �'`,; ,
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CST�� - I C� � �zt . . � __---���
ZON�N�ADMiNlS i HNi iuN
:�ttach to complete plans for the s'sfem a d submit tu the County onlp on paper not less[han 8 V2 x I I inches in size
U45(o�(
NO R�F'JNDS AFTER
si3�-63�x�R.o3i2i� ISSUE OF PEf�MIT
�,�s+�r�,a�� OIVISION OF INDUSTRV SERVICES
= '. 10541 N RANCH RO
r �8 �!, HAVWARD WI 54813${8?
Contect Through Relay
y •��$P$ http://dsps.vw.povlprogramshnduatry-eerv�ces
'r. � www wis�nun pov
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To�y Ev�n•Oov�rnor
D�wo Crim-6�or�tary
August 3� 2�22 Conditionally
APPROVED
DEPT.OF SAFETY AND PROFESSIONAL
CONDITIONAL APPROVAL SERVICES
DIVISION OF INDUSTRY SERVICES
PLAN APPROVAL EXPIRES: 2024-8-3 ��,,�, ��1,
Plan Review: PWTS—�OQ,Z,Z,t>>'1Z�j _�,
SEECORRESPONDENCE
LeroyJansky
12758 43`d Ave
Chippewa Falls, WI
SITE:
SobAtta
3977N Deertrail Acres Ln
Winter Township
Sawyer County
SE'/< NW%S18 T38N R4W
FOR:
Description: 2 bedroom- 300 GPD—10"to Mound Component Manual—Ver. 2.1 (May
limiting factor- Effluent Filter- Maintenance 2�22_2��
required. Pressure Distribution Component Manual—Ver.
2.1 (May 2022-27)
**New Manuals go into effect 7/1/2022 and submittals need updated Manual information.
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.
The following conditions shall be met during construction or installation and prior to occupancy or use:
Reminders
• The 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.
• Components and soil removed from an existing drain field shall be properly disposed of so that
there is no risk to public or environmental health.
• A sanitary permit must be obtained from the county where this project is located in accordance with
the requirements of Sec.145.19,Wis.Stats.
• Inspection of the private sewage system installation is required.Arrangements for inspection shall be
made with the designated county official in accordance with the provisions of Sec.145.20(2)(d),Wis.
Stats.
• A state approved effluent filter is required.Maintenance information must be given to the owner of
the tank explaining that periodic cleaning of the filter is required.
• A copv of the approved plans specifications and this letter shall be on-site durin�construction and
open to inspection bv authorized representatives of the Department.which mav indude local
inspectors.
Owner Responsibilities
• The current owner,and each subsequent owner,shall receive a copy of this letter.Owners shall
also receive a copy of the appropriate operation and maintenance manual(s)and be responsible for
ensuring that POWTS is operated and maintained in accordance with this chapter and the approved
management plan under s.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 owner is responsible for submitting a maintenance verification report acceptable to the county
for maintenance tracking purposes.Reports shall be submitted at intervals appropriate for the
component(s)utilized in the POWTS.
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 responsibi lity for designing a safe
building,structure,or component.
Inquiries concerning this correspondence may be made to me at the telephone number listed below,or
at the address on this letterhead.
The above left addressee shall provide a copy of this letter and the POWTS management plan to the owner
and any others who are responsible forthe installation,operation or maintenance of the POWTS.
Sincerely,
f����r,cc�/�o�vl�y
Joshua Rowley
POWTS Plan Reviewer,Division of Industry Services
715-634-5124
Joshua.rowlevC�wiscons i n.aov
MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Res�tlent�al Application
INDEX AND TITLE PAGE
Project Name: SOBOTTA
Owner's Name: Thomas & Patricia Sobatta
Owner's Address: 16108 190th Ave., Bloomer, WI 54724-4444
Project Address: 3977N Deertrail Acres Lane Winter WI
Conditionalty
Legal Description: SE 114, NW 1/4, Sec. 18, T38N, R04W �ppROVED
DEPT.OF SAFETY AND PROFESSIONAL
Township: Winter SERVICES
DIVISION OF INDUSTRY SERVICES
Counry: Sawyer ��� �
Subdivision Name: CSM 8647 and Deer Trail Acres
SEE CORRESPONDENCE
Lot Number: Outlot 1 and Lot 3 Block Number:
Parcel I.D. Number: 57-032-238-04-18-2
Plan Transaction No.:
Page 1 Index and title
Page 2 Data entry
Page 3 Mound drawings
Page 4 Lateral and dose tank
Page 5 System maintenance specifications
Page 6 Management and contingency plan
Page 7 Mound 8 tank layouts 1" = 20'
Page 8 Mound site plan 1"=40'
Page 9 General site plan 1" = 100'
.' "'+.
;.\S�,ONS�'• �
.,
.
: �'� ,� %
, �Y J � i
Designec C� G. .1�� t License Number: D-2059-PSS
Date: 7/2 /22 ^ "= ' = Phone Number 715723 0408
: � C�i.,;°���;.:,t n'_�s :
v.,s `
Signature: � � h
,,�''•,�FS I('jT��ned Purs ant to the
Mound Compon�,MFiMn6tll�or POWTS Version 2.1 (May 2022-2027), and both
SSWMP Publication 9.6 Design of Pressure Distribulion Networics for ST-SAS (01/81)and
Pressure Distribution Component Manual Ver.2.1 (May 2022-2027)
Version 7.2 (R. 07/22) Page 1 of 9
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(R or C) R Residential or Commercial Design Noce: sand ru(�)caicuiaiions assume a
200.00 Estimated Wastewater Flow (gpd) rabie sas-aa-s in-sicu so�i treacme�c for
1.50 Peaking Factor(e.g. 1.5 = 150%) fe�ai ooi�form of<=ss�ncnes.
300.00 Design Flow (gpd)
6.25 Site Slope (%)
97.00 Contour Line Elevation (ft)
10.00 Depth to Limiting Factor (in)
0.60 In-situ Soil Application Rate (gpd/ft)
Distribution Cell Information
50.00 Dispersal Cell Length Along Contour(ft) = 6.00 Cell Width (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ft�)
1 Influent Wastewater Quality (1 or 2) Are the laterals the highest point
in the distribution 0
Pressure Disribution Information network? Enter Y or N
(C or E) C Center or End Manifold
2.50 Lateral Spacing (ft) If N above, enter the elevation ft)
4 Number of Laterals of the highest point.
0.188 Orifice Diameter (in)
2.00 Estimated Orifice Spacing (ft) = 625 ft2/orifice
2.00 Forcemain Diameter (in)
65.00 Forcemain Length (ft) Does the forcemain drain back? DY
92.32 Pump Tank Elevation (ft) Enter Y or N
3.25 System Head (ft) x 1.3 10.60 Forcemain Drainback (gal)
6.35 Vertical Lift (ft) 44-53 5x Void Volume (gal)
1.38 Friction Loss (ft) 55.13 Minimum Dose Volume (gal)
0.00 In-line Filter Loss (ft) 31.46 System Demand (gpm)
10.97 Total Dynamic Head (ft)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. o tions choice in. dia. o tions choice
0.75 1.25 x
1.00 x 1.50 x x
1.25 x 2.00
1.50 x x 3.00
2.00 x
3.00 x
Gallons/lnch Calculator (optional)
Treatment Tank Information Total Tank Capacity (gal)
843.00 Se tic Tank Capacity (gal) Total Working Liquid Depth (in)
Wieser Concrete Inc Manufacturer gal/in (enter result in cell 849)
Dose Tank Information Effluent Filter Information
508.26 Dose Tank Capacity (gal) Pol Lok Filter Manufacturer
11 82 Dose Tank Volume (gal/in) Best GF10-8 Filter Model Number
Weser Concrete Inc Manufacturer
Project: SOBOTTA Page 2 of 9
Mound Plan and Cross Section Views
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
T
. . . . �
. �. . ���� Observation Pipe � . l
K . — I
� � � � � , � f . A
; �• ;
.�,:. �.,. �_�-�. .�... =�a. . .�„ �- .�„ ,.�;;.
. . . . e� ,. , . .a . . . .
W _a_e, � __�. _, �- ,� _a .o , . . . . . _
:. �. . I :
: : . B : �. . : : :
•. •. •. . •. •. •. �. . •. •. •. •. •. •. •. •. �. . •. •. •. •. . . •. •. . . . �. . . . . . �. . �. �. . . . . I
: �: •: •: •: •: •: •: •: •: : •: •: •: •: : : •: •: •: : •: •: •: •: �: : �: •: •: �: �: �: �: : : �: �: �: �: �: �: :� : : :•
� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
L �
Mound Component Dimensions
A 6.00 ft E 30.50 in H 1 .00 ft K 12.44 ft
B 50.00 ft F 9.50 in z 14.15 ft L 74.88 ft
D 26.00 in G 0.50 ft J 8.74 ft W 28.89 ft
300.00 (ftz) Dispersal Cell Area 1007.69 (ftz) Basal Area Available
6.00 (gpd/ft) Linear Loading Rate 5.00 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
Aggregate Dispersal Area
Finished Grade 100.96 (ft) —�
...,.,,.... I H
.,,,,,,,,,, ,,,,,,,,,,. G
1 ,...'/f/l/l/l/l/l/i/ 2 f/l//1///1/1//
YI
I F Dispersal Cell 99.67 (ft) Lateral
99.17 (ft)--► Invert
Dispersal Cell �f: :: :: :: : :: : : : :: :: : : :: :: :: : : :: :� � : :: :: :: :: :: :: :: : :: :: : :: : : �
Elevation ��. E. �: �: �: �: : : :�:�: �: � � � �� �� �� �� �: ��: �: : �: � �: �: : �.
-,�`:,=:
� � � � � � � -
:� :::�:::�:
{ : � � : ,� � a z Z � � � � ' ti-
+ . .... } . .{i `'ti '`c '4.� �.�'�. 2��4` h'�� ��'��+�C~ �c
�`l � �]�"� ��7���.+��� '� a`'�1 , a��a Z a���� �`a � >���ti a 1 Z 7a � � � t �, d Z � � � ly a 4 ��`� � ..1.
? ,',� ` � � � � � ;'��`Z �`�.,�..;`,�.".�}';\', 'a.�. ;`�'1 Z ;`.�"1{`'�L h.�4� ;='k.`?.? ���..?..,�`�',�•�� � �,. ;,..� 7 � i"�'"i �:�.
i .l./�_i`ti"��/�`.'\ j'-. .`� �'h``.,`ti -. _. .. .... ._..'
97.00 (ft) Contour Elevation
6.3 % Site Slope
Geotextile Fabric Cover
Shading Key � Q � Dispersal Cell See lateral details on
Q Topsoil Cap o � 1 5 ft �" Page 4 for number, size,
•fA•••• v� o ` 5� � ` I and spacing of laterals.
� fr �� Subsoil Cap
Q 0 ASTM C33 Sand t0 `° � :� ;� � Laterals are equally
� � T y pical Lateral F spaced from the
� -�`��:� T i l l e d L a y e r � y 0 5 ft " distribution celPs
0 ;°:•� Aggregate v o __1__ �j
�'O� centerline in the
*- A -* distribution cell (AxB).
Project: SOBOTTA Page 3 of 9
Center Connection Lateral Layout Diagram
�errct m�in ac>nnecii�+n rta teg rar arass zo m3nifc�Ed at any p`aint. Laterals ate id?ntica!
, �
�'� P �
�
��Tur»-crp ndb�llua(vat+r �E..�..._..���.w12�� �xF�si� i�t�tak�$fC�r�-etftairt Srh�iCl F"lt�C
cl�en�utpiug p+�r SP�T�1�384.�-6
�l��driHed�.sn the bottam rf Lhe t�t�+tal.
Number of Laterals 4 Orifice Diameter 0.188 in
Lateral Diameter 1.50 in Orifice Spacing (X) 2.11 ft
Lateral Length (P) 24.27 ft Orifices per Lateral 12
Lateral Spacing (S) 2.50 ft Orifice Density 6.25 ftZ/orifice
Lateral Fiow Rate 7.86 gpm Manifold Length 2.50 ft
System Flow Rate 31.46 gpm Manifold Diameter 1.50 in
Total Dynamic Head 10.97 ft Forcemain Velocity 3.21 ft/sec
Dose Tank Information Locking coverwith warning
� 3' Manhole Riser Required /� label and locking device and
/ sealed watertight
/�
Electrical as per NEC 300 and —% —
SPS 316.300 WAC �4 in. min.
Disconnect �_
�
Tank component is properly vented :: �— Alternate outlet
location
Forcemain diameter
Wieser Concrete inc Manufacturer 2 in.
Capacit 508.26 Gallons —r
Volume 11.82 gal/inch A
Weep hole or anti-
Dimension Inches Gallons B siphon device
A 22.34 264.01
B 4.00 47.28 C � Pump off elevation(ft)
C 4.66 55.13 � � 93.32
D 12.00 141.84 p
Total 43.00 508.26
� Dose tank elevation(ft)
3" Bedding un er tank. � 92.32
Alarm Manuafacturer SJE Rhombus Note: Switches
Alarm Model Number Tank Alert 101-01H containing mercury
may not be used in
Pump Manufacturer Gouids this system.
Pump Model Number 3871 EP0411
Pump Must Deliver 31.46 gpm at 10.97 ft TDH
Project: SOBOTTA Page 4 of 9
Mound Svstem Maintenance and Operation Specifications
Service Provider's Name Rand Martin, MPRS 675842 Phone 715.225.2103
POWTS Regulator's Name Sa er Count Zonin & Conservation Phone 715.634.3277
System Flow and Load Parameters
Design Flow- Peak 300 gpd Maximum Influent Particle Size 1/8 in
Estimated Flow-Average 200 gpd Maximum BOD5 220 mg/L
Septic Tank Capacity 843 gal Maximum TSS 150 mg/L
Soil Absorption Component Size 300 ft2 Maximum FOG 30 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform >10E4 cfu/100 mL
Service Frequency
Septic and Pump Tank Inspect and/or service once eve 3 ears
Effluent Filter Should inspect and clean at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test monthl
Pressure System Laterals should be flushed and pressure tested eve 1.5 ears
Mound Inspect for pondin and see a e once eve 3 ears
Other
Miscellaneous Construction and Materials Standards
1. Observation pipes are slotted and materials conform to Table SPS 384.30-1, have a watertight cap,
and are secured in as shown in the mound component manual.
2. Dispersal cell aggregate conforms to SPS 384.30 (6)(i), Wis. Adm. Code.
3. All gravity and pressure piping materials conform to the requirements in SPS 384, Wis.Adm. Code.
4. Tillage of the basal area is accomplished with a mold board or chisel plow.
5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion
and help reduce frost penetration.
Lateral Turn-up Detail
Finished •..��......... ...............
. . . . . . . . . . . . .
Grade v1
6-8" Diameter Lawn Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Distribution
� Lon Sweep 90 or Two
45 �e ree Bends Same
Diame�er as Lateral
Project: SOBOTTA Page 5 of 9
Mound System Management Plan
Pursuant to SPS 383.54,Wis.Adm.Code
General
This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component
manuals[SBD-10691-P(N_01/0�,R_11/12),SSWMP Pubfication 9.6(01/81),and Pressure Dlstributlon Component Manual Ver-2A SBD-
10706-P(N.01/01,R.10/12)]and local or state rules pertaining to system maintenance and maintenance reporting.
No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death.
Septic and pump tank abandonment shall be in accordance with SPS 383.33,Wis.Adm.Code when the tanks are no longer used as
POWTS camponents.
Septic or pump tank manhole risers,access risers and covers should be inspected for water tightness and soundness.Access openings
used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound,defective.or
subject to faiWre must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking
device to prevent accidental or unauthorized entry into a tank or component.
Septic Tank
The septic tank shall be maintained by an individual certified to service septic tanks under s.281.48,Stats. The contents of the septic
tank shall be disposed of in accordance with NR 113,Wis.Adm.Code. The opereting condition of the septic tank and outlet filter shall be
assessed at least once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions
are made to retain solids in the tank that may slough off the filter when removed from its endosure. If the fiter is equipped with an alarm,the
filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous
alarm.
The septic tank shall have its contents removed when the volume of sludqe and scum in the tank exceeds 1/3 the liquid volume of the
tank. If the contents of the tank are not removed at the time of a triennial assessment,maintenance personnel shall advise the owner of
when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank.
The addition of biological or chemical additives to enhance septic tank pertormance is generally not required. However,if such products
are used they shall be approved for septic tank use by the Department of Commerce.
Pumo Tank
The pump(dosing)tank shall be inspected at least once every 3 years.All switches,alarms,and pumps shall be tested to verify proper
operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary.
Mound and Pressure Distribution Svstem
No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter,and the mound shall be
seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetretion. Traffic(other than for
vegetative maintenance)on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the
mound and snow compaction in the winter will promote frost penetration. Cold weather installations(October-February)dictate that the
mound be heavily mulched as protection from freezing.
Influent qualiry into the mound system may not exceed 220 mg/L BODs,150 mg/L TSS,and 30 mg/L FOG for septic tank effluent or 30
mg/L BODs,30 mglL TSS,10 mg/L FOG,and 10°cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow
specified in the permitforthis installation.
The pressure distribution system is provided with a flushing point at the end of each lateral,and it is recommended that each lateral be
flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test
when the system was installed to determine if orifce clogging has occurred and if orifice cleaning is required to maintain equal distribution
within the dispersal cell.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,and any
levels above 6 inches considered as an impending hydraulic failure requiring additional,more frequent monitoring.
Continqencv Plan
If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in
proper operating condition.
If the dosing tank,pump,pump controls,alarm or related wiring becomes defective the defective componeM(s)shall be immediatety
repaired or replaced with a component of the same or equal performance.
If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface,it will be repaired or
replaced in its'present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal
media,and related piping.and replacing said components as deemed necessary to bring the system into proper operating condition.
See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider.
Pretreatment Units
The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection
units are attached as separate documents and are considered part of the overall management plan for this system.
Project: SOBOTTA Page 6 of 9
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PAGE 9 OF 9
ADDITIONAL
SITE INFORMATION
AND
SYSTEM SPECIFICATIONS
FOLLOW FOR:
Thomas & Patricia Sobotta
New POWTS
Pressurized Mound System
W840/500- M R
13�„ TANK SPECIFICATIONS � �
� �
DIMENSIONS: a a
WALL: 2 1 /2" w v
BOTTOM: 3" � �
COVER: 5" ,
MANHOLE: 24" I.D. PRECAST CONCRETE RISER �
� ' � � HEIGHT: 59 1 /2" O.D.
' / �� �� \ LENGTH: 113 3/48" O.D. °�
� „ I� II \ - WIDTH: 93" O.D. �
4 CAST-A-SEAL � 4" CAST-A-SEAL BELOW INLET: 48" O.D. w
� � � � �� �� �` LIQUID LEVEL: 43" a > k'
m24" / I I Ol WEIGHT: 11 ,150 LBS. � � o
°' TYP � � � � INLET AND OUTLET:
\ J \ II II \ � 4" CAST-A-SEAL BOOT OR EQUAL
� FILTER OR � GASKET, CAST-A-SEAL BOOT OR EQUAL 3 0 �
� BAFFLE IIII / INLET AND OUTLET BAFFLE AND FILTER: m o `
' � IIII � WISCONSIN, SEE DETAIL #10 Z � �
� � ` (OTHER STATES SEE CHART)
� — � a � i�i
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LIQUID CAPACITY: 19.61 GAL/IN (SEPTIC) � � ``
11 .82 GAL/IN (PUMP) W �
�
TOP VIEW
�
LOADING DESIGN: 8' 0" UNSATURATED SOIL W �
� �
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TANK CAN BE USED AS: Q �
� N
� � 4" VENT SEPTIC/SEPTIC, SEP11C/PUMP �
Q � OR SEPTIC/SIPHON W � I
0
"' COVER: MIX DESIGN #S (NO FIBER) W � �
_ _ _ TANK: MIX DESIGN #10 (STRUCTURAL FIBER) � �
INLET _ — __ OUTLET CUSTOMIZED TANKS: � M
CI FOR CUSTOM TANKS CONTACT WIESER CONCRETE 3
rn _ r*`+ _ �..I I:
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� PUMP PAD DRAWINGS SUBMITTED 3 N
SIDE vIEW FOR APPROVAL
APPROVED BY: SHEET N0.
APPROVAL DATE : 1 �
PRODUCTS NEEDED BY: OF
TANKS ARE MANUFACTURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS � �
�
-�-
BEST TECHNOLOGY
� � �, � 10" FILTER CASE AND CARTRIDGE'
PART NO'S. GF10-8
� -� �
GF10-16
-- G F 10-32
FILTER PLATE SOCKET IN HANDLE ACCEPTS
5.8 FT.(1.77 METERS) 1"SCHD.40 PIPE.
OF FILTRATION
PER FILTER PLATE - 4.25
4"SCHD 40 SOCKET �C 10.8 cm 1
�11.1715 t ---
2.59
C28.4 cm] - � � [6.6 cm]
� �
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OPTIONAL HANDLE EXTENSION
AVAILABLE FOR 1"SCHD 40 PIPE
PART N0.-3014-H FILTER HANDLE
OPTIONAL WALL SUPPORT - -
1"SCHD 40 SOCKET
11.97
C30.4 cmJ �
- - ----- -
--- �8.66 � �, I _ _
22.0 cm J - 17.66 _ -
[44.9 cm] - 19.04
l 19.57 [48.4 cml
L. _ - 19.57 - -
C49.7 cm] '--
C49.7 cm]
21.48
11.17 �54.6 cm] -
O [28.4 cm] ___-
_-__ GF10-8 GF10-16 GF10-32
16 FILTER PLATES 17 FILTER PLATES 17 FILTER PLATES
92.93 FT(28.33 METERS) 98.74 FT(30.10 METERS) 98.74 FT(30.10 METERS)
OF 118"(.32 CM)FILTRATION OF 1/16"(.158 CM)FILTRATION OF 1132"(.08 CM)FILTRATIO�
Installation Instructions for the GF10 Filter Maintenance of the GF10 Filter
A time frame in which septic tanks are serviced is set by state and local codes.
�— -------- -------- Although they may be different,most regulatory agencies suggest two to five
years.We recommend the GF70 filter be cleaned when the septic tank is normally
deaned and pumped,or as needed. " �
_ " _� �
— WARNING: If the liquid level in the tank is above the top of the
Q Q filter, pump the tank prior to removing the filter cartridge.
� �°: �.. �:�
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Stepl:Locateandremove Step2: Beforeinstallation, Step3: Forinstallationsthat Q CAUTION• USE RUBBER GLOVES WHEN HANDLING FILTERS!
the septic tank cover,on place the filter case on to require or desire additional �
the outlet side of tank. the outlet pipe. Make sure support. (If additional support is
the case is positioned so not needed,go to Step 4) Glue a Step 1: Remove the septic tank cover
the filter can be removed section of t"Sch.40 pipe to the and pump the tank if necessary to
from the tank for mainte- two hubs located on the bottom prevent any solids from escaping to the �
nance and service of the case and the hub located field when the filter is removed.
on the side of the case.
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Step 4: Glue the filter case onto Step 5: For installations where it will Step 2:Pull the filter Step 3:While holding the Step 4: Insert the cartridge
the outlet pipe. Insert the filter be difficult to reach the handle,place handle and slide the filter filter cartridge over the back into the case making
cartridge into the case.(Make 1"Schedule 40 pipe into the tee on the out of the case. access opening of the tank, sure that it is properly
sure the filter is completely handle and extend it to height that will rinse the cartridge off with aligned and completely
inserted into the case.) make it easy to remove the filter. fresh water.Take care to inserted into the case.
make sure all solid material
falls back into the tank
BEST �-�,���.,6 ..�� �������� � :��:. . � �.. �F ���
TECHNOLOGY
,- - - - - - - - - - - - - - - - - - - - -' BEST
� Installation of an Same as a new system only the septic tank i TECHNOLOGY
r existing system. must be pumped prior to installation.
3 Fairfield Blvd,Wallingford,CT 06492
` � � � � � � � � � � � � � � � � � � � � V 1-877-765-9565 Fax:203-284-8514
TECHNICAL BROCHURE
B3871 R1
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ode 38
SUBMERSIBLE EFFLUENT PUMPS
� � GOU LDS
,'.� '�" :t �°°� &�y� , � ��a�:�
c. ,. , �� ., �%��.�
a xylem brand
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Wastewater � � �����.����..���s�� ������ �� ������
FEATURES Motor Cover:Thermoplastic cover with integral
EP04 Impeller:Thermoplastic semi-open design handle and float switch attachment points.
with pump out vanes for mechanical seal protec- Power Cable: Severe duty rated oil and water resis-
tion. tant.
EP05 Impeller:Thermoplastic enclosed design for Bearings: Upper and lower heavy duty ball bearing
improved performance. construction.
Casing and Base: Rugged thermoplastic design
provides superior strength and corrosion resis- AGENCY LISTINGS
ta nCe. Tested to UL 778 and CSA 22.2 108 Standards
s�§ By Canadian Standards Association
Motor Housing: Cast iron for efficient heat transfer, c us File#LR38549
strength, and durability.
APPLICATIONS Motor:
Specifically designed for the following uses: • EP04 Single phase: 0.4 HP, 1 15 or 230 V, 60 Hz, 1550
• Effluent systems RPM, built in overload with automatic reset.
• Homes • EP05 Single phase: 0.5 HP, 115 V or 230V, 60 Hz,
1550 RPM, built in overload with automatic reset.
• Farms
• Power cord: 10 foot standard length, 16/3 SJTW
• Heavy duty sump with three prong grounding plug. Optional 20 foot
• Water transfer length, 16/3 SJTW with three prong grounding plug
• Dewatering (standard on EP05).
• Fully submerged in high grade turbine oil for
SPECIFICATIONS lubrication and efficient heattransfer.
• Solids handling capability: 3/a" maximum. Available for automatic and manual operation.
• Capacities: up to 60 GPM. Automatic models include Mechanical Float Switch
assembled and preset at the factory.
•Total heads: up to 31 feet.
• Discharge size: 1'/z" NPT.
• Mechanical seal: carbon-rotary/ceramic-stationary, PERFORMANCE RATINGS
BUNA-N elastomers. GallonsPer
Total Head Minute
•Temperature: (ft.ofwater)
1 04° F(40°C)continuous EP04 EP05
140° F(60°C) intermittent. �0 46 62
• Class B Insulation 15 36 55
• Fasteners: 300 series stainless steel. 20 21 46
• Capable of running dry without damage to z5 0 33
components. 30 - 11
PAG E 2
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0 �0 � 10 � 20 30 40 50 GPM
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0 2 4 6 8 10 12 m3/h
CAPACITY
MODEL INFORMATION
Minimum Minimum Minimum Minimum Maximum Shipping
Order No. HP Volts Amps Circuit Phase Float Switch Cord Discharge On Off Basin Solids Weight
Breaker Style Length Connection Level Level Diameter Size Ibs/k
EP041 1 No IS git h 10' 1%z" Manual Manual 1 S' 20/9.1
EP041 1 A W de-Angle 10' 1 Yz" 12" b" 15" 21 /9.5
115 12 20 Plug/
EP041 1 F No Switch 2� ���� Manual Manual 1 S" 20/9.1
4
EP0411 AC Piggyback/ 20' 1 Yz" 12" b" 15" 21 /9.5
Wide-Angle
EP0412 � No IS gitch 10' l Yz" Manual Manual 15" 3/4" 20/9.1
230 6 �� Plug/ ,
EP0412F No Switch 20' 1/z" Manual Manual 15" 20/9.1
EP051 1 F Plug/ 20� �yz� Manual Manual 15" 22/10
115 13 2p No Switch
EP0511 AC .5 Piggyback/ 20' 1 Yz" 12" b" 15" 23/10.4
Wide-Angle
EP0512F 230 6.5 10 No IS 9i ch 2� �Y2�� Manual Mar�ual 15" 22/10
PAGE 3
DIMENSIONS
(All dimensions are in inches.Do not use for construction purposes.) �
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COMPONENTS
Item No. Description
1 Impeller
p e. �b
2 Base �� '��� ����rrqrrr e � '^•�i�,.
3 Pump casing $ � `�
4 Mechanicai seal �� ' 7
S Ball bearings b� �,
6 O-rings 9—� ' r
7 Power cord 5 � �;� ����� �
8 Oil filled motor 3_� � ��'��,�, ��
9 Motor housing/stator assembly {, �
1 -�.,,�,.�".;. �`�
10 Motor cover 2 � �
��lemXylem, lnc.
, 2881 East Bayard Street Ext.,Suite A
Let s Solve Water
Seneca Falls, NY 13148
Phone: (866)325-4210
Fax:(888)322-5877
www.gouldswatertechnology.com
Goulds is a registered trademark of Goulds Pumps,Inc.and is used under license.
OO 2012 Xylem Inc. B3871 R1 April 2013
1 1 � � 1 � •
Easy-to-install liquid level alarm system for indoor use.
This alarm system monitors liquid levels in lift pump chambers, sump pump basins, holding tanks,
sewage, agricultural, and other water applications.
The Tank Alert°I alarm system can serve as a high or low level alarm depending on the float switch �� ?� �'
model used.
� � � a� ���a,',,
The alarm horn sounds when a potentially threatening liquid level condition occurs.The horn can be
silenced, but the warning light remains on until the condition is remedied.A green"power on"light
indicates power to the alarm panel.
�`
�
' � 1
/ NEMA 1 enclosure, designed for ease of installation, rated for indoor VOLTAGE FOR 120 VAC MODEL:
use. Primarv: 120 VAC, 50/60 Hz, 5 watts max.
/ Red"alarm" light, green"power on" light, alarm "tesY'switch, and (alarm condition)
horn"silence"switch. Secondarv: 12 VAC
/ Alarm horn sounds at 86 decibels at 10 feet(3 meters). VOLTAGE FOR 230 VAC MODEL:
/ Can be used with any UL Listed/Recognized switching mechanism (not UL Listed or CSA Certified)
rated to include 1 amp, 12 VAC load. Primarv: 230 VAC, 50/60 Hz, 5 watts max.
/ Alarm system (when installed on separate circuit) operates even if (alarm condition)
the pump circuit fails. Secondarv: 12 VAC
/ Complete package includes standard SJE SignalMaster�control ALARM ENCLOSURE: 6 x 4 x 2.5 inch
switch with 15 feet(4.57 meters) of cable(other lengths available) (15.24 x 10.16 x 6.35 cm), NEMA 1 metal
and mounting clamp.
/ Switching mechanism operates on low voltage and is isolated from ALARM HORN: 86 decibels at 10 feet
the power line to reduce the possibility of shock. (3 meters)
/ UL Listed. sisxauxc
�n� 6 �L POWER CORD: 6 foot(1.8 meter)
/ CSA Certified. ��
LR54245 � usTeo FLOAT SWITCH CONNECTION TERMINAL:
/ Three-year limited warranty. zeax
G�Y'GIZIIZC For float switch connection only. Do not
apply power. (Voltage across terminals
is 12 VAC. Maximum line impedance for
� � � initiating device: 5 ohms).
When ordered with the alarm,this system is available with: FLOAT SWITCH: SJE SignalMasterr�"control
switch with mounting clamp
/ alternate float switch models for high or low level warning. Cable: 15 feet(4.57 meters), flexible 18
/ 120 VAC primary voltage or 230 VAC primary voltage(230 VAC gauge, 2 conductor(UL) SJOW,water-
resistant(CPE)
model is not UL Listed or CSA Certified). Float: 2.74 inch diameter x 4.83 inch long
(7 cm x 12.3 cm), high impact, corrosion
resistant polypropylene housing for use in
sewage and non-potable water up to 140°F
(60°C)
S E: x
Rh mbus�
PO Box 1708, Detroit Lakes, MN 56502
1-888-DIAL-SJE • 1-218-847-1317
1-218-847-4617 Fax
SEE BACKSIDE FOR ORDERING INFORMATION. email: sje@sjerhombus.com
www.sjerhombus.com 77
� � � � � .
�
Easy-to-install liquid level alarm system for indoor use.
/ ' 1 ' 1 ' 1
� ' List Shi � � �
PP�n�
Part # Description Price Weight CONTROL SWITCH
1007457 101-01H (120 VAC w/15' SJE SignalMaster�High Level) $120.75 3.58 Ibs. OPTIONS
The Tank Alert°I
1009207 101-01HSPKT(120 VAC w/15' SJE SignalMasterr�"High $127.39 3.58 Ibs. alarm system comes
Level)with splice kit standard with a 15 foot
1003104 101-01 H (120 VAC w/15'SJE Sensor Float"�High Level) $124.79 3.58 Ibs. SJE SignalMaster°
1003365 101-01 L(120 VAC w/15' SJE Sensor Float�Low Level) $124.79 3.58 Ibs. control switch with
mounting clamp. Other
1002235 101-01X (120 VAC no float) $87.15 2.14 Ibs. float switches are
available. See control
switch section of the
� �ist Shipping catalog.
Pan # Description Price Weight
To determine the price
1008009 101-02H (230 VAC w/15' SJE SignalMaster°High Level) $169.06 3.58 Ibs. of alarm with an alter-
1003364 101-02H (230 VAC w/15' SJE Sensor Float°High Level) $173.12 3.58 Ibs. nate float, add the price
of the part number with
1005420 101-02L(230 VAC w/15' SJE Sensor Float°Low Level) $173.12 3.58 Ibs. "no floaY'to the price of
1005419 101-02X (230 VAC no float) $135.47 2.14 Ibs. the float switch.
H = High Level L= Low Level X= No Float SPKT=Splice Kit UL Listedfor
Water&Sewage
MASTER CARTON holds 16 boxed units. �s�cOc ���
us Eo LR54245
, � seax
VOLTAGE FOR 120 VAC MODEL:
Primarv: 120 VAC, 50/60 Hz, 5 watts max. (alarm condition)
Secondarv: 12 VAC
VOLTAGE FOR 230 VAC MODEL: (not UL Listed or CSA Certified)
Primarv: 230 VAC, 50/60 Hz, 5 watts max. (alarm condition)
Secondarv: 12 VAC
ALARM ENCLOSURE: 6 x 4 x 2.5 inches (15.24 x 10.16 x 6.35 cm), NEMA 1
metal
ALARM HORN: 86 decibels at 10 feet(3 meters)
POWER CORD: 6 feet(1.8 meters)
FLOAT SWITCH CONNECTION TERMINAL: for float switch connection only.
Do not apply power. Voltage across terminals is 12 VAC
FLOAT SWITCH: SJE SignalMaster�'control switch with mounting clamp
CABLE: 15 feet(4.57 meters), flexible 18 gauge, 2 conductor(UL)
SJOW,water-resistant(CPE)
FLOAT: 2.74 inch diameter x 4.83 inch long (7 cm x 12.3 cm), high
impact, corrosion resistant polypropylene housing for use in
sewage and non-potable water up to 140°F (60°C)
MAXIMUM WATER DEPTH: 30 feet(9 meters), 13 psi
ELECTRICAL: 5 amps, 125 VAC/250 VAC, 50/60 Hz � �
Rh mbus�
� � � � ' wrwv.sjerhombus.com
� , sje@sjerhombus.com
Cat Page PN 1012517M
78 OO SJERhombus 02/13
= � r
OBSERVATION PIPE KIT (OPK4EZ) for
Stone and/or Stone Replacement �,,
Systems '"!�'�'"
You can save yourself a lot of time and money
by installing our OPK4EZ observation pipe kit. `"� .
Our OPK4EZ kit comes with an 8"tall cone ''�,
shaped PVC base with 8 (1/4" x 6") slots. Glue
schedule 40 pipe to the top of the base and "- '
your observation pipe is complete. You just
saved a ton of time and spent less than you _.
would have on closet collars, caps, and blades.
Each kit comes with two base units and two
caps. Or, each piece can be purchased
individually.
Turn-up Enclosure Threaded Clean Out
6" Lawn Sprinkler Plug for Subgrade
Valve Box Installation in a Valve
Box
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Redl EStdte Sawyer County Property Listing P�oPen�stac�s: neMvea�
Today's Date: 9/9/2022 Created On: 8/18/2022 8:01:42 AM
�Description U dated: 8 18 2022 � Ownershi
... .... ._. . . P / / P Updated: 8/18/2022
Tax ID; 44569 � � THOMAS] &PATRICIA A SOBOTTA BLOOMER WI
PIN: 57-032-2-38-04-18-2 04-000-000110
Legacy PIN: 032438182411 Billing Address: Mailing Address:
Map ID: THOMAS]&PATRICIA A TMOMAS]&PA7RICIA A
Municipality: (032)TOWN OF WINTER SOBOTTA SOBOTTA
STR: 518 T38N R04W 16108 190TH AVE 16108 190TH AVE
BLOOMER WI 54724-4444 BLOOMER WI 54724-4444
Description: PRT SENW OUTLOT 1 CSM 37/339 #8647
Remrded Acres: OJ60 tn
Calculated Acres: 0.000 r Site Address * indicates Private Road
Lottery Claims: � 3977N DEERTRAIL ACRES W * � � � WINTER 54896
First Dollar: No
Zoning: (RRl) Resfdential/Recreational One � property Assessment Updated: N/A
ESN: 2022 Assessment Detail � � � �
Code Acres Land Imp.
-� Tax Districts Updated: 8/18/2022 N/A
_.__ ____..
1 ��� State of Wisconsin
5� Sawyer Counry Z�Year Comparison 2021 2022 Change
032 Town of Winter Land: 0 0 O.D%
576615 Winter School District lmproved: 0 0 0.0%
001700 Technical College Total: 0 0 0.0%
.� Recorded Documents Updated• 8/18/2022 -
-_ ___ _------ __. _ ._.. . .._... . �
QUIT CLAIM DEED � Property History �
__. .._........
DateRemrded: 8/12/2022 440732 ParentProperties �� � �� Tax�ID
CERTIFIED SURVEY MAP 9-032-2-38-04-18-2 04-000-000020 33470
Date Recorded: 6/30/2022 439946
QUIT CLAIM DEED
Date Recorded: 8/3/2009 361967 �
WARRANTY DEED
Date Recorded: 12/18/1998 273324
S.Illld Hist�Rero�p��:_l- _._.__. - .__--__-- .---.
HISTORY O Expand All History White=Current Parcels Pink=Retired Parcels
�Tax ID: 33470 Pin: 57-032-2-38-04-18-2 04-000-000020 Leg. Pin: 032438182402 Map ID: .8.2
44569 This Parcel Parents Children