HomeMy WebLinkAbout014-942-34-4408-SAN-2023-274 ,a;::w(t�;�,., Counry
�
Department of Safety
'7"� & Professional Services, sawyer �D
��,�� , � � Sanitary Permit Number(to be fille;d in by � �
'_ ,� `t��`/� �o Industry Services Division � ,� �
-� Y�i (,, - � �: l� _ c�
Sanita Permit A lication s`°"�`�`a°�`"``°°N°"'e�� 9-'
� pp PWTS-102302298-C ,J
ln accordance with SPS 383.21(2),Wis.Adm.Code,submission ofthis Form to the appropriate govemmental unit �
is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POW'CS are submitted to Project Address(if dil7crent than mailing�__ . ,
the Department of Safety and Professional Services.Personal information you provide may be used for secondary 12156N Ewig Lane
purposes i�accordance wit#�the Privacy Law,s. 15.04(I)(m),Stats.
I.Applicatioo Information-Please Print All Information
Property Owner's Name Parcel# p(t.�„���-3� -y�{�;�
James PecnikCMOUND RECORE
18690,.-}U.x Ip:�
Property Owner's Mailing Address Property Location
12156N Ewig Lane
Govt.Lot
City,State Zip Code Phone Number
Hayward WI 54843 715-699-1087 SE y, SE y,, Section 34
❑ 0_—
II.Type of Building(check all that apply) Lot# � 42 N R 9 E or W
0 1 or 2 Family Dwelling-Number ofBedrooms Subdivision Name
Block�#
❑Public/Commercial-Describe Use
�City of _
❑State Owned-Describe Use CSM Number ❑V illage of
0 Towr,or Lenroot _
IQ.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C if
a licable.)
A' ❑New System p y g Y ( P ) � p" �
0 Ke lacement S stem ❑Other Modification to Existin S stem ex lain Additional Pretreatment Unit ex lam
B' ❑Holding Tank ❑[n-Ground ❑At-Grade Mound �Individual Site Design Q Other Typc(explain)
(conventional) Gp�^�
C• ❑Renewal Before ❑Revision g List Previous Permit Number and Date Issucd
0 Chan e of Plumber Transfer to New Owner
Expiration l� '�� gl�� �
IV.DispersaUCreatment Area and Tank Information:
_.__ _- _ -
Desi d Desi n Soil A l�on Rate d�'st Dis ersal A ir Dis ersal Ar e s S stem El ��ierr �"
� )� � PP, (SP ) P P _ �'( � Y,
- �� � �� 1.0 _- �,o ��--450 � ���3ob 45f) � 101 5'
�
�� apacity in To of Man urer ' � ,
. '". °
Ta nformarion Gallons ons Unrts �" � o v "
_'__.._._ p F, V ...
New Tanks Exisiing Tanks ``� V " " °' c��a cy`na
� o � � � �
a. U v� v, v� .r. C7 P.
Septic or Holding Tank 1000 � 1000 1 Huffcutt �✓ Q ❑ ❑ ❑
Dosing Chamber 600 600 1 HuffCutt Q✓ Q ❑ Q ❑
V.Responsibility Statement- 1,the undersigned,assume responsibility for installaUon of the POWTS shown on the attached plans.
Plumber's Name(Print) Plu s Signa e MP/MPRS Number I3usiness Phone Number
Ryan Strand ' 798301 715-558-1673
Plumber's Address(Street,Ciry,State,Zip Code)
10571 N Town Industrial Park Rd Hayward,WI 54843
VI.County/Department Use Only
�Ap � �Disapproved $ermit Fee� Date Issued 7 Issuing Agent Signature
��,�, y�. �� � ,, � � � -�-Y;,�.�,�,���-f�.�
❑Owner Given Reason for Denial
Conditions of Approval/Reasons for Disapproval � �� , � � �
� �. ,,,,;��`,��--.�;,1
} '���� 10 �� aoa 3 �_ -_� , ��
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,
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SA�aJ� t.�
ZOfv1f��G�I�tiY1{ 1 � F t i�JiV
Attach to complete plans for the syst m and submit to the County only an paper not less than 8 1/2 x 11 inches in size I ���'u
sB�-639s�.o3i2a� hC R:FUND�AF7'�A
�'w�� rv1�} 1S�J�t3�r��.�-r
1
� Department of Safety c°°"�' 1'n
Sawyer D
� - & Professional Services,
_ . Sanitary Permit Number(to bc fiiled in by �
�_ . Industry Services Division �
"� f;� ' � �;'l;:� W
��Y��� .� � � - �
Sanita Permit A lication �""` ''``�'`"``°°�'°"'�" �' �
� pp PWTS-102302298-C J
in accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropriate governmental unit �
is required prior to obtaining a sanitary permit.Note:Application fornu for state-owned POWTS are submitted to Yroject Address(if ditlerent than mailing�-__
the Department of Safety and Pmfessional Services.Personal information you provide may be used for secondary 12156N Ewig Lane
purposes in accordance with the Privaey Law,s. 15.04(1)(m),Stats.
I.Applicallon toformation-Please Print All Information
Propeny Owner's Name Parcel# p(y_��1-3�-�-{�{e7�
James PecnikCMOUND RECORE
18690�-�.z 1��
Property Owner's Mailing Address Property Location
12156N Ewig Lane
Govt Lot
Ciry,State "Lip Code Phone Number
Hayward WI 54843 715-699-1087 SE y, SE y,, sect❑ion 3�._
✓
I�.Type of Building(check all that apply) �o�� r 42 N R 9 E or W
0 I or 2 Family Dwelling-Number ofBedrooms 3 Subdivision Name
Block#
�Public/Commercial-Describe Use
0 City of
❑State Owned-Describe Use CSM Number ❑V illage of
0 Town of Lenroot
III.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on line A. Check one box on line B.Complete line C ii
a licable.)
A' ❑New System �Replacement System g y (' p ) P )
❑Other Modification to Existm S stem �x lain �Additional Pretreatment Unit(ex lam
B� ❑Holding Tank ❑In-Ground ❑At-Grade e Mound �Individual Site Design Q Other Type(explain)
(conventional)
C. ❑Renewal Before ❑Revision ❑Change of Plumber ist Previous Permit Number and Date Issued
❑Transfer to New Owner
Expiration �� '�jjg g �R �
IV.DispersaUTreatment Area and Tank Information:
Design Flow(gpd) Design Soil Application Rate(gpds� Dispersal Area Required(s� Dispersal Area Proposed(s� System F:levation
450 1.0 450 450 101.5'
Capacity in Total #of Manufacturer �
Tank information Gallons Gallons Units � � v � N �
New Tanks Existing Tanks � `" :; � a°', p � �
a. V in � in i�. C7 C.
sePc��oT Hotd�a�T�,k 1000 1000 1 Huffcutt Q✓ Q ❑ Q ❑
nosing Chambe� 600 600 1 Huffcutt Q✓ Q Q ❑ ❑
V.Responsibility Statement- 1,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name(Print) Piu s Signa re MP/MPRS Number [3usiness Phone Number
Ryan Strand '- 798301 715-558-1673
Plumber's Address(Strect,City,State,Zip Code)
10571 N Town Industrial Park Rd Haywar ,WI 54843
VI.County/Department Use Only
Permit Fee Date Issued Issuing Agent Signature
�pp '6 ❑Disapproved , (
$ �
��, y�. �� ��-� �� �a -�;,�.�f-���,t.��
❑Owner Given Reason for Denial
Conditions of Approval/Reasons for Disapproval � � /��c���5� � �r�
� !1�1a `�7 ��.�J Ii
I� A ��
,,� , � o j �� j�o � OCT 1 3 2�123 ��Jf
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cs� �� �b . ,: r ���.
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L���l IW�A '�-���I)FJ1{ t-v ♦ i'�.JI��
,litach to complete plans for the syst m aod submit to the County onty on paper not less than 8 7/2 x I1 inches in size ,����U
SBD-6398(R.03/22) (�iC f�4F�1D�r'�'1'�R
���\\ I���J'�(?�i�t�.tr�'r
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Wisconsin Deparhnent of Safety and Professional Services w� %, Phone:608-266-�I 12
Division of Industry Services ���i Web:htt ".'ds ,.wi oy
4822 Madison Yards Wa � ` , �- P�%� n� � _
Y `' �a� �— EmaiL'd,�,��r���i;ronsin���,�
PO Box 7302 `' �'
Madison,WI53707 �,J � S %'� Tony Evers,Governor
� �_ _��•
�k.,,�__����� Dan Hereth,Secretary
����,,..� /
October 1 l,2023
CUST ID NO.: 265824 Identification Numbers
CECE J RUDNICKI Plan Review No.: PWTS-102302298-C
N51 1 S TRAILS END ST Application No.: DIS-092342330
BRUCE,WI 54819 Site ID No.: SIT-121954
Please refer to all identification numbers in each
correspondence with the Department.
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 10/11/2025 �,o,,,,,�,�,,,�,y
APPROVED
MUNICI PALiTY: DEPT.OF SAFETY AND PROFESSIONAL
SERVICES
TOWN OF LENROOT DIVISION OF INDUS7RY SERVICES
SAWYER COUNTY
SITE:
iy,,.. 7/�..�.,� .�-o.t
PECIVII�MOLJND RECORE SEE CORRESPONDENCE
12156N EWIG LANE
HAYWARD, WI 54843
SE-SE-S34-T42N-R9W
FOR:
Design Wastewater Flow Value: 300 EZflow Mound Component Manual-(December 15,2017)
Bedrooms:2 Pressure Dish-ibution Component Manual-Version 2.l (May 2022-2027)
Limiting Factor(s): 16"
Maintenance Required:Effluent Filter
SITE REQUIREMENTS
• A full sizc 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 elech-onic stamp and
signature shall be on the plans which are used at the job site for construction.
The following conditions shall be met during construction or installation and prior to occupancy or use:
• The following must be completed in addition to any comments made from the County inspector:
a. Remove excess/overgrown vegetation from mound,mow and remove clippings.
b. Pump out any standing wastewater through observation pipes.
c. Permit dispersal area to dry out.
d. Pump out septic and dose tanks.
e. Remove and stockpile topsoil from the mound system.
f. Remove cap soil and stockpile.
g. Remove aggregate from absorption area(s)and dispose of in approved manner. It cannot be re-used.
h. Remove distribution pipes and observation pipes. Dispose of properly.
i. Remove end cap markers if present and dispose of properly.
j. Remove clogged sand plus an additional3 inches of clean sand and dispose of properiy. This sand cannot be
re-used.
k. Sample remaining sand at several locations to assure it meets ASTM Specification G33 for fine aggregate. [f
the saod does not meet ASTM Specification C-33 for fine aggregate,it must be removed down to the natural
soil.
l. Install replacement mound system using procedure outlined in the approved mound system component
manual.
OWNER RESPONSIBILITIES
• The current owner,and each subsequen[owner,shall receive a copy of this letter including instruc[ions relating to proper use
and main[enance of[he sys[em. Owners shall reccive a copy of the appropriate operation and maintenance manual and/or
owners manual for the POWTS described in this approval and Wis.Admin.Code&SPS 3R3.54(11.
• In the event this soil absorp[ion system or any of its component parts malfunc[ions so as[o create a health hazard,the property
owner must follow the wntingency plan as described in the approved plans.
The submittal described above has bcen rcvicwed for conformance with applicable Wisconsin Adminis[ra[ive Codes and Wisconsin
S[a[uics. The submittal has been CONDITIONALLY APPROVED. This system is to be conshucted and loca[ed in accordance with
the cnclosed approved plans and with any component manual(s)referencod 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 pertnits rcquired by the state or thc locai municipaliry shall be obtained prior to commenccmcnt of
construction/ins[al lati on/opera[ion.
In granting this approval,the Division of Indushy Services reserves the right to require changes or additions,should condi[ions arisc
making them necessary for code compliance. As per state sta[s 101.12(2),nothing in this review shall relieve the designcr of thc
responsibility for designing a safe building,strucmre,or compo�ent. The Division does not take responsibility for the desig�or
eonsiruction of the reviewed items.
Inquiries conceming this correspondence may be made to me at the contact information listed below,or at the address on this
letterhead.
Sincerely, Fee Required:$25Q00
r� / / Fee Receiveti:$250.00
./iiii �/nni�f,G i�rd/ Balance Due:$0.00
�Tim Vander Leest Rcfund Ex ccted:$0.00
POWTS Plan Reviewer
Division of lndustry Services
Phone:608-516-6134
EmaiL tim.vanderleest@wisconsin.gov
EZf/ow� MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name: Pecnik Recore This is a recore of an existing mound installed
Owner's Name: James Pecnik in 1996. The mound has become root bound
and the laterals and rock wiil be dug up and
owner's Address: 12156N Ewig Lane removed. The system elevation will be
checked to see if there is a biomat and if there
Hayward WI 54843 is one, this sand will be removed. Sand will be
checked to ensure it meets ASTM C33
standards. C33 sand will be added if
necessary to meet this proposed design. If
Legal Description: SE-SE-S34-T42N-R9W sand needs to be added, any existing cover
Township: Lenroot material will be carefully removed and
stockpiled for backfill. The size of the proposed
County: Sawyer mound is 6' x 50' using EZFIow product. Any
mercury switches will be repiaced and a
subdivision Name: pressure filter will be added to the force main.
Lot Number: Biock Number:
Parcel I.D. Number: 18690
Plan Transaction No.:
�:��,�,,.�,�,
Page 1 Index and title APPROVED
OEPT.OF SAFETV AND PROiES510NAL
Page 2 Data entry SERVICES
Page 3 EZflow mound drawings �IVISIONOFINDUSTRYSERVICES
Page 4 Lateral and dose tank
,,N�H1�IH11ry11ry.y, . ,.. .
Pa e 5 Distribution media <=.- -�o.���-�-- `°.�°r
+���SCONS/2•,. Page 6 System maintenance specifications sEE�oRRESPOHor�,e
+{r: cece�. •��'•_{7 i Page 7 Management and contingency plan
«sxv Page 8 Pump curve and specifications
= »-�7 " Page 9 Site Plan
�i E ���, Page 10 Existing Plans
�v
,,O�P
%�,.,.,m���,.,,,a••`°
Designer: CeCe Rudnicki License Number: 1855-007
Date: 09/25/23 Phone Number: 715-403-0726
Signature:
Designed Pursuant to the
EZflow Mound Component Manual Ver. December 15,2017,
SSWMP Publication 9.6 Design of Pressure Distribution Nelworks for ST-SAS(01/81)and
Pressure Distribution Component Manual Ver.2.1 (May 2022-2027)
EZflow Mound Version 3.1 (R. 07/22) Page 1 of 10
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(r or c) r Residential or Commercial Design
200.00 Estimated Wastewater Flow (gpd)
1.50 Peaking Factor(e.g. 1.5 = 150%)
300.00 Design Flow(gpd)
0.00 Site Slope (%)
99.80 Installation Contour Line Elevation (ft) 80.00 Contour Length Available (ft)
16.00 Depth to Limiting Factor(in)
0.50 In-situ Soil Application Rate (gpd/ft�)
Distribution Cell Information
6.00 Cell Width (ft) 3 4 5 6. 7 8 9 or 10 Onlv 50.00 = Dispersal Cell Length (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ftz)
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) e Center or End Manifold
3 Lateral Spacing (ft) If N above, enter the elevation (ft)
2 Number of Laterals of the highest point. 0
0.188 Orifice Diameter(in) (e.g. 0.25)
3.00 Estimated Orifice Spacing (ft) = 8.82 ftz/orifice
2.00 Forcemain Diameter(in)
42.00 Forcemain Length (ft) Does the forcemain drain back? �
90.00 Inside Pump Tank Elevation (ft) Enter Y or N
0.00 Forcemain Filter Loss (ft)
3.25 System Head (ft)x 1.3 6.85 Forcemain Drainback (gal)
10.97 Vertical lift(ft) 44.48 Sx Void Volume (gal)
0.47 Friction Loss (ft) 51.33 Minimum Dose Volume (gal)
14.69 Total Dynamic Head (ft) 22.28 System Demand (gpm)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. options choice in. dia. options choice
0.75 1.25 x
1.00 1.50 x x
125 x 2.00
1.50 x x 3.00
2.00 x
3.00 x
Gallonsllnch Calculator(optional)
Treatment Tank Information 639.66 Total Tank Capacity (gal)
1000.00 Septic Tank Capacity (gal) 42.00 Total Working Liquid Depth (in)
Huffcutt Manufacturer 15.23 gal/in (enter result in cell 849)
Dose Tank Information Effluent Filter Information
639.66 Dose Tank Capacity (gal) Simtech Filter Manufacturer
1523 Dose Tank Volume (gal/in) A100 Filter Model Number
Huffcutt Manufacturer
Project: Pecnik Recore Page 2 of 10
Mound Plan View
— —t
„� o J
Observation Pipe _�
K �e r� A
� �
W i i
B - —
❑ I
3
T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �
L
Mound Component Dimensions
A 6.00 ft E 20.00 in H 1.00 ft K 11.00 ft
B 50.00 ft F 12.00 in z 9.50 ft L 72.00 ft
D 20.00 in G 0.50 ft J 9.50 ft W 25.00 ft
300.00 (ftZ) Dispersal Cell Area 1250.00 (ftZ) Basal Area Available
6.00 (gpd/ft) Linear Loading Rate 5.00 (ft) 1/10 B Obs. Pipe Placement
Mound Cross Section View
EZflow Dispersal Area
Finished Grade 103.47 (ft)� � �H
,,.,.:;,�; G
F Dispersal Cell/// 101.97 (ft) Lateral
� �
101.47 (ftr�— 6�� Invert Elevation
Dispersal Cell � ;� �
Elevation E D
: 1 l o
� �
99.80 (ft) Contour Elevalion
0.0 % Site Slope
Typical Dispersal Cell
Shading Key � 9 � � See Page 5
�� Topsoil Cap a z n
��2 '� Subsoil Cap � y = 2 0 n Approved Geotextile Fabric Cover
ASTM C33 Sand m ,; � 1
�
�� Tilled Layer a a Z � []s p 0 F
0� EZflow Media L � �"+ �
yac �.+ft
�_-- A �
See details on page 4 for number, size, and spacing of laterals.
Laterals are located in the 4"gravity distribution pipes as shown on page 5.
Project: Pecnik Recore Page 3 of 10
End Connection Lateral Layout Diagram
P/ace Appropriate Lateral Dragram From Right Below
IP •= Turn-upWbalivalvsorclaonoutpluq
Z �1 1 st orrt�ct bcaled at Z (F X—�I Or�fices por�t up excepl every Sth
one por�ts down ta drdnage 5
Foree mm eorpwdwn vu roe oi eross�o m�wfold�I xwJ pwM Lxeralz 6 fpce man d PYC SchlO
All Iateral5 ideMical wRh GnhceS eWtWy Spaced per SPS Table 380 JOd
Numberof Laterals 2 Orifice Diameter 0.1�� in
Lateral Diameter 1.50 in Orifice Spacing (X) 3.03 ft
Lateral Length (P) 49.24 ft Orifices per Lateral 17
Lateral End (Z) 0.76 ft Orifice Density 5.82 ft2/orifice
Lateral Spacing (S) 3.00 ft Manifold Length 3.00 ft
Lateral Flow Rate 11.14 gpm Manifold Diameter 1.50 in
System Flow Rate 22.28 gpm Forcemain Velocity 2.28 ftlsec
Dose Tank Information Lockingcoverwithwaming
� label and locking device and
sealed watertight
Electrical as per NEC 300 �
and SPS 316.300 WAC �4 in.rrin.
Disconnect —t ��
�
Tank component is propedy vented
�< �— Altemate outlet
'� location
forcemain diameter
Huffcutt Manufacturer� 2 in.
Capacity 639.66 Gallons
Volume 15.23 gal/inch A
W eep hole or anti-
Dimensio Inches Gallons B siPnon device
A 24.63 375.11
B 2.00 30.46 C ��Pump off elevation(ft)
C 3.37 51.33 � 91.00
D 12.00 182.76 p
Total 42.00 639.66
� Dose tank elevation(ft)
Bedding And Backfill As Per Manufacturer 90.00
Alarm Manufacturer SJE Rhombus
Alarm Model Number Tank Alert AB
Pump Manufacturer Goulds
Pump Model Number 3871
Pump Must Deliver 22.28 gpm at 14.69 ft TDH
Note: Switches containing mercury may not be used in this system.
Project: Pecnik Recore Page 4 of 10
EZflow� Distribution Cell Media Layout
6.00 Cell Width (ft) 1.50 Sidewall to Lateral (ft)
Distribution Cell Cross-section Arrangements
6 ft W ide ��
Component Legend
� SR1-7A Bundle -5 ft or 10 ft lengths
� SR1-12A or EZ 1201A in 5 ft or 10 ft lengths
� SR3-12H or EZ 1201 P or SR3-12H in 5 ft or 10 ft lengths
O 4" Perforated Distribution Pipe With Pressure Lateral Inside
• Tumup Enclosure - - - - - Pressure Lateral
Bundles are covered with approved geoteutile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
6.00 Cell Width -A(ft) 50.00 Cell Length -B (ft)
Center Connection Latera/Layout Diagram
Force Main �i
6 ft Wide
- - - - - - - - - - - - - - - - - - - - - -�
End
Manifold
� - - - - - - - - - - - - - - - - - - - - - - - -
Project: Pecnik Recore Page 5 of 10
Mound Svstem Maintenance and Operation Specifications
Service Provider's Name Red's Se tic Phone 715-934-9412
POWTS Regulator's Name Saw er Coun Zonin Phone 715-634-8288
Svstem 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 1000 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 Frequencv
Septic and Pump Tank Inspect and/or service once eve 3 ears
Effluent Filter Inspect and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 years
Alarm Should test periodicall
Pressure System Laterals should be flushed and pressure tested eve 3 ears
Mound Inspect for pondin and seepa 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 EZflow Mound Component Manual Ver. August 20, 2007.
2. Dispersal cell media conforms to EZflow products approved for use with the EZflow Mound Component
Manual Ver. August 20, 2007. Media is covered with an approved geotextile fabric.
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 heip reduce frost penetration.
Lateral Turn-up Detail
Finished \ • � � � , � � , , , , , , , .• .
\/
6-8" Diameter Lawn —� Threaded Cleanout
Sprinkler Valve Box Plug or Ball Valve
Lateral Ends at Last Orifice Where
Variable Length Cleanout Begins
� Long Sweep 90 or Two
45 Degree Bends Same
Diameter as Lateral
EZNow Synthetic Media 2.02 Fee
~Distribution La:eral ��~— Lateral Cleanout
Project: Pecnik Recore Page 6 of 10
Mound System Management Plan
Pursuaat to SPS 383.54,Wis.Adm. Code
General
This sysfem shall be operated in acwrdance with SPS 382-84 W is.Adm.Code,and shall maintained in accordance with its'
component manuals[EZFlow Mound Component Manual 8/20/07,Pressure Distribution Component Manual Ver.2.0 SBD-10706-P(N.
01/01)and SSWMP Publication 9.6(Ot/81)]and local or state rules pertaining to system maintenance and maintenance reporting.
Septic and pump tank abandonment shall be in accordance with SPS 383.33,W is.Adm.Code when the tanks are no longar
used as POWTS components.
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 tleemed unsound,
de(ective,or subject to failure must be replaced Exposed access openings greater Ihan 8-inches in diameter shall be secured by an
effective locking device to prevent accidental or unauthonzed entry into a tank or component.
Seotic Tank
The septic tank shall be maintained by an individual certifed 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 operating condition of the septic tank and ouHet
filter shall be assessed at least once every 3 years by inspection.
The outlet filter shall be cleaned as necessary to ensure pmpar operation. The filter cartridge should not be removed unless
provisions are made to retain solids in Ihe tank that may slough off Ihe filter when removed from its enclosure. If the filler is equipped
with an alartn,the fiiter shall be serviced if the alarm is activated continuously. Intertnittent filter alarms may indicate surge flows or an
impending continuous alarm.
The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of
the tank. If the contents of Ihe tank are not removed at the time of a Mennial assessment,maintenance personnel shall advise the
owner as to when the nerzt service needs to be performed to maintain less than mazimum scum and sludge accumulation in the tank.
The addition of biologica�or chemical additives to enhance septic tank performance is generally not required. However, if such
products are used they shall be appmved for septic tank use by the W isconsin Department of Commerce.
Pumo Tank
The dosing(pump)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. If[he force main has a
weep hole, it should be noled if it is functional during pump operation,and if not,it should be cleaned.
'""'No one should ever enter a septic or dose Wnk since dangerous gases may be present that could cause death.""
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 prevenl erosion antl to provide some protection from frost penetration. 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 fn the winter wiil promote frost penehatioa Cold weather installations(October-February)dictate
that the mound be heavily mulched as protection from freezing.
Influent quality into lhe mound system may nol 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 ezceed mazimum
design flow specified in the permit for this 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 3 years. When a pressure test is performed it should be compared to the iniiial
test when the system was installed to determine if orifce clogging has occurred and if orifce cleaning is required to maintain equal
distribution withfn the dispersal ceil.
Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be repoRed to the owner,and
any levels above 4 inches considered as an impending hydraWic faiWre requiring additional,more frequent monitonng.
Continaencv 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 widng bewmes defective the defective component(s)shall be
immediately 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 suAace,it will be repaired or
replaced in i[s'present location by increasing basal area if toe leakage occurs or by removing biologically clogged a6sorption and
dispersal media,and related piping,and replacing said components as deemed necessary to bring the system into proper operating
condi6on.
See Page 6 of this plan for the name and tetephone number of your local POWTS regulator and service provider.
Project: Pecnik Recore Page 7 of 10
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Bo ne City,MI 497I2 �
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Office: 231-582-102U F1�LTER Toll Free: 888-999-3290
Sim/Tech Filter's Last Line of Defense
The 100 Series Pressure Filter
For more info and to
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and mounting location, allows the filtering screen to www.simtechfilter.com
be scrubbed during pump operation, providing
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? � with .062" (1/16") diameter holes. Optional socks �: `� �
are available for finer filtration. The screen is 3 ��� �'�
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; �' open area. This large opeu area (69.52 square inch- ;., a4
�t! � � es) allows the filter to operate at up to 83.8 gallons
' ' ` per minute at 1 psi. With features like these even a �
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tem well protected and working properly. _
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PLOT PLAN
Nelson Lake
Existing Huffcutt 1000I600 tank
-18'lower ihan mound area
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Level Site 2 bedroo
dwelling
�"Sch 40 PVC BM � *
xistlng mound is root bound.
Rcek and laterals will be removed
and cell wiil be enlarged to 6'x 50'.
EZ Flow units will be used to —�
repace the cell.
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�r— 40—� James Pecnik
Sca�e 1" = 40, 12156N Ewig Lane
�i = Benchmark- ELEV. 100' SE 1/4 - SE 1/4 - S34 - T42N - R9W
Top of deck at post-also HRP Town of Lenroot
\ Tax ID# 18690
�t =Well
PAGE8of8
10/16/23, 11:17 AM Real Property Listing Page
Real Estate Sawyer County Property �isting Property Status: Current
Today's Date: 10/16/2023 Created On: 2/6/2007 7:55:31 AM
� Description Updated: 10/27/2016 `� Ownership Updated: 9/1/2021
_.____ __
Tax ID: 18690 JAMES P PECNIK HAYWARD WI
PIN: 57-014-2-42-09-34-4 04-000-000080
Legacy PIN: 014942344408 Billing Address: Mailing Address:
Map ID: .16.8 ]AMES P PECNIK JAMES P PECNIK
Municipality: (014) TOWN OF LENROOT 12156N EWIG LN 12156N EWIG LN
STR: 534 T42N R09W HAYWARD WI 54843 HAYWARD WI 54843
Description: PRT SESE LOT 8 CSM 2/66 #260 & LOT 9
CSM Z/67 #261 � Site Address * indicates Private Road
Recorded Acres: 3.100 12156N EWIG LN * HAYWARD 54843
Calculated Acres: 2.610
Lottery Claims: 1 i=�
� Property Assessment Updated: 5/6/2022
First Dollar: Yes
Waterbody: Nelson Lake 2023 Assessment Detail
Zoning: (RR1) Residential/Recreational One Code Acres Land Imp.
ESN: 400 G1-RESIDENTIAL 3.100 101,300 191,100
2-Year Comparison 2022 2023 Change
� Tax Districts Updated: 2/6/2007 Land: 101,300 101,300 0.0%
1 State of Wisconsin Improved: 191,100 191,100 0.0%
57 Sawyer County Total: 292,400 292,400 0.0%
014 Town of Lenroot
572478 Hayward Community School District
001700 Technical College ��
Property History
N/A
•� Recorded Documents Updated: 2/25/2022
WARRANTY DEED
Date Recorded: 8/31/2021 434369
TRANSFER ON DEATH DEED
Date Recorded: 2/17/2022 4 7 9
WARRANTY DEED
Date Recorded: 10/24/2016 4 16
WARRANTY DEED
Date Recorded: 7/2/1996 255168
CERTIFIED SURVEY MAP
Date Recorded: 5/1/1972 140139
CERTIFIED SURVEY MAP
Date Recorded: 5/1/1972 140138
https:lltas.sawyercountygov.org/systemlframes.asp?uname=Eric+Wellauer ���
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