HomeMy WebLinkAbout024-761-00-1100-SAN-2022-152 � '' "' Industry Services Division Counry �
� 4822 Madison Yards Way �
,,_ - Madison,WI 53705 Sanitary Perm�t Num to be filled in by C �
�= P.O.Box 7302 a
Madison,WI 53707 L� ?j('1 � '-� �1
4�
Sanl+a� Peri,nit A„„llCa+l�n State Transaction Number �
L �J�J L �.�y-� y
ln accordance with SPS 383.21(2),Wis.Adm.Code,submission of this fonn to the appropriate govemmental unit �"� ���Q���O'�� ` � ____
is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(ifdifferent than mailing ac !/�
the Departrnent of Safety and Professional Services.Pecsonal information you provide may be used for secondary c��`�
purposes In accordance with the Privacy Law,s. 15.04(l)(m),Stats. — �,}
L Application Information-Please Print All Information p _7(�(-p p - �pp
Property Owner's Name Parcel k
��- oa�.-a- �t-o����s
L 1" ' l � I OlG
Property Owner's Mailing Address Property Location
� �.. " �. (i�n I..�.�.t�>
City,State Zip Cod Phone Number
��J'..v C� lX�-- , 'L J y f��` ���3 Q �' �Section�-
tI.Type of Building(check all that apply) Lot� T �� N R d�0 E o
�1 or 2 Family Dwelling-Number of Bedrooms '�- Subdivision Name �"� �
�11-1i��j �L�(.�v��.rd
��E�,J�'G.U.(7�ah,k� Block# �,9-�'�� �
�blic/Commercial-Describe Use 1") �
M_�
�City of
❑State Owned-Describe Use CSM Number illage of
� �own of ��(��������
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 i
a licable.)
A� ew S stem lacement S stem ther Modification to Existin S stem ex lain Additional Pretreatment Unit ex lain
� Y �eP Y � g Y � P ) ❑ � P )
��
B� ❑Fiolding Tank �In-Ground �At-Grade �Mound Individual Site Design Other Type(explain)
(conventionai)
C• ❑Renewal Before �Revision hange of Plumber �I'ransfer to New Owner �st Previous Permit Number and Date Issued
Expiration �` �a11� 1
�' 1
IV.DispersaU'['reatment Area and Tank Information:
Design Flow(gpd) Design Soil Appli tion Rate(gpd/s� Dispersai Area Required(s� Dispersal Area Proposed(s� System Elevation �
� O �y-�Q (� 1 (� gq_i� 7 � gq- !
Capacity in Total #of Manufacturer
Tank Information Gallo�s Gallons Units 9 � o � o
New Tanks Existing Tauks �� � � � v a� a`'i N �
� p � � ,a� ,n � c�
�'Oo c��N0 0 G. E;�.�i z°S�p� �. c� � � � u; � a
Septic or Holding Tank t7,C'bo _
O^
Dosing Chamber a= � � � �
V.Responsibility Statement- I,the undersigned,assume responsibility for installation of the POWTS shown on the attached plans.
Plumber's Name(Pnnt) Plumb s Sign MP/MPRS Number Business Phone Number
� � �g �� �7�S �S ��i�73
Plumbe s Address(Street,City,State,Zip Code)
0 57�/� 7-C/I,�IYI.%��.e-� �lsz.Q ���=- �� c��a-� Gc..1� j�� -
VI.County/Department Use Only
�A� ❑Disapproved Permit Fee Date Issued Issuing Agent Signature
�/✓ ❑Owner Given Reason for Denial $ t�O'6� � I ���I�-� "�n11�-f�,(,�1���'(�-�'�'"'
Conditions of Approval/Reasons.for Disapproval ��
D �j� `�
r— — �
'
�� CS� 1 I d 3 � 2022
�I 8
JUL 0
----
SAWYE M�NI�STRATION
Attach to complete plaos tor the system and submit to the County only on paper not less than 81/2 x 11 inches in size
NO REFUNDS AFTER
sB�-639s�R.o2i22> ISSUE OF PERMI'f
„ .�.��"��`���� DIVISION OF INDUSTRY SERVICES
'>`�� 2850 MIDWEST DR STE 104
l\�D _ ONALASKA WI 54650
' \ s = Contact Through Relay
� \ P s http://dsps.wi.gov/programs/Default.aspx
�;� �. www.wisconsin.gav
`��, ` :
���`y����`�-� � Tony Evers-Govemo�
Dawn Crim-Secretary
JUIy 8, 2022
CONDITIONAL APPROVAL
PLAN APPROVAL EXPIRES: 2024-07-07
Plan Review: PWTS-072201444-C
RYAN A STRAND �o�d,,;o�,,,,
10571N Town Industrial Park Rd APPROVED
Hayward WI 54843 OEGT OF 5aF SEftVKESROFE5510NAL
orv,s�o.�oc ir�ousrer sEevices
SITE: ,,�,_,c���
Louie's Landing `�y"��f�
10995N Louies Landing Road sEE=oRRE�Po�oE��E
Town of Round Lake
Sawyer County
P.O. S14, T41N, RO6W
Amount submitted: $325.00
Fee Required: $410.00
Amount Outstanding: $85.00 for Grease Interceptor Review
FOR:
Description: Commercial EZFIow Mound System\Sloping site\Pre-treaUnent
EZFiow Mound Component Manual —December 2017 Version, 1614 GPD, 16” depth to limiting factor,
Maintenance required, (1)WK-200 treatment system, (1)1,600 gal Grease Interceptor, Replacement
construction
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:
• A sanitary permit must be obtained from the county where this project is located in accordance with
the requirements of Sec. 145.135 and 145.19, Wis. Stats.
• The application for a sanitary permit shall be accompanied with documentation that indicates the
installer of the White Kniaht WK-200 units has comoleted aporoved traininq or that a�oroved trainina
will be provided bv a manufacturers' representative durinq the installation of the POWTS, (per SPS
383.21(2)(c14. Wis. Adm. Code).
• The application for sanitary permit shall be accompanied with leqal documentation that shows that all
of the comoonents requirinq servicinq at an interval of 12 months or less have been recorded on the
deed for the propertv. (Per SPS 383.2112)(c)5. Wis. Adm. Code).
• 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.
• The existing POWTS shall be properly abandoned per SPS 383.33,WAC.
• A 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.
Owner Responsibilities
• The current owner, and each subsequent owner, shall receive a copy of this letter including
instructions relating to proper use and maintenance of the system. Owners shall receive a copy of
the appropriate operation and maintenance manual and/or owner's manual for the POWTS described
in this approval.
. The owner of the POWTS shall be responsible for ensuring that the operation and maintenance
occurs in accordance with this chapter and the approved management plan under 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.
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 responsibiliry 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 for the installation, operation or maintenance of the POWTS.
Sincerely,
v r ��l/�-O� '�" �
Gerard M Swim
POWTS Plan Reviewer, Division of Industry Services
(608)789-7892—voice
jerry.swim(a�wi.gov
EZflow� MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN
Residential Application
INDEX AND TITLE PAGE
Project Name:
Owner's Name: �}�hV� �,j , (j���t},�•�n
Owner'sAddress: i.�,19 -r"!.i t �.�,��5 �py��{��q �.�Q,
_,�(,1�.9CrV�� w.l- `j�TS�3
oono,�,o,,,u,
APPROVED
�EPT.OF SAFETY AND PROFESSIONAI
p/� SERVICES
L"�a� �e$C��Pt��n. OIVISION OF INDUSTRY SERVILES
Township: �S'r L,W�(�, �CL � �/(iL��w.�-�
�� sEE coaaEsvor�oEr�cE
County: �(iis;U,Q�,+'
'-^d
Subdivision Name: �„(�1N,�L'�d ��J�Qt,l�.q (�1Nv�.0 li'Jut"��(
Lot Number Block Number:
Parcel I.D. Number �j'7�Qa,� -,�, �_+�- Qt�-t y -j (bJ�'C�-'IltlO
Plan Transaction No.:
Page 1 Index and title
Page 2 Data entry
Page 3 EZtlow mound drawings
Page 4 Lateral and dose tank
Page 5 Distribution media
Page 6 System maintenance specifications
Page 7 Management and contingency plan
Page 8 Pump curve and specifications
ATT: Plot Plan
Treatment tank specs.
WK-200 Infnrmation
Soil.test. ation
Designer ���L(�, �}�i�)+� License Number: � 9 g 3D�
Date: = r�� Phone Numbec r7, �,�.n _ ��
�T��Ta73
Signature:
Designed Pursuant to the
EZflow Mound Component Manual Ver.August 20, 2007,
SSWMP Publication 9.6 Design of Pressure DisVibution Nelworks for ST-SAS(01/81)and
Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P(N. 01/01, R. 10/12)
EZflow Mound Version 3.0(R. 3/1/12) Page 1 of 8
System is designed based on:
44 seats @ 22 gallons 968
14 barstools @ 4 Gallons 56
4 Employess @ 13 gallons each 52
Total 1076 x1.5= 1,614 DWF
A separate grease interceptor(1000/600)will be tied to the Kitchen. That will then flow into the 2500
gallon septic. From there the mixed waste will enter the first 2000 gallon treatment tank that wili
cont:'n 2 White knight Microbial inoculators.That tank will then flow into the next 2000 gallon
treatment tank containing 2 additional White knights. The last step will be the 1645 pump tank
containing duplex pumps. included in this packet are 2 separate pressure distribution worksheets,
representing each cell. Duplex pumps will be controlled by a wifi enabled SJE Rhombus custom control
panel.Tank level and pumps will be controlled by a transducer to work with the panel.
Designed using the EZ Flow component Manual(2017)and pressure distribution component manual
(May 2022-2027)
Grease Interceptor Sizing Calcs. per coqpsult with Installer
Capacity= (S) (seats] x (H)[hours] x A [Appliance Factor
[58 seats] x [8 hours]x [1.25 full kitchen] = 580 gallon
minimum size required; 1600 gallon tank proposed
Designer: ��(,L(�. �j�j,Gla ��� License Number' � 9 g 3Q�
Date: _ �a� Phone Number: n�c�?3
Signature:
Designed Pursuant to the
EZtlow Mound Component Manual Ver.August 20, 2007,
SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS(Ot/81) and
Pressure Distribution Component Manuai Ver. 2.0 SBD-10706-P(N. Ot/Ot, R. 10/12)
Mound and Pressure Distribution Component Design
Design Worksheet
Site Information
(r or c) c Residential or Commerciai Design
538.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. 1.5 = 150%)
807.00 Design Flow(gpd)
3.30 Site Slope (%)
98.00 Installation Contour Line Elevation (ft) 175.00 Contour Length Available(ft)
16.00 Depth to Limiting Factor(in)
__ 0.60 In-situ Soil Application Rate(gpdfft�)
Distribution Cell information
9.00 CeII Width (ft) 3, 4, 5, 6. 7. 3 9 or 10 Onlv 90.00 = Dispersal Cell Length (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 �
Pressure Disribution Infortnation network? Enter Y or N
(c or e) e Center or End Manifold
3 Lateral Spacing (ft) If N above, enter the elevation (ft)
3 Number of Laterals of the highest point. �
0.156 Orifice Diameter(in) (e.g. 0.25)
4.00 Estimated Orifice Spacing (ft) = 11.74 ftZ/orifice
2.00 Forcemain Diameter(in)
175.00 Forcemain Length (ft) Dces the forcemain drain back? �
90.00 Inside Pump Tank Elevation (ft) Enter Y or N
0.00 Forcemain Filter Loss (ft)
4.55 System Head (ft)x 1.3 28.55 Forcemain Dreinback(gal)
9.17 Vertical Lift(ft) 121.72 5x Void Volume (gal)
5.04 Friction Loss (ft) 150.27 Minimum Dose Volume (gal)
18.76 Total Dynamic Head (ft) 37 16 System Demand (gpm)
Lateral Diameter Selection Man'rfold Diameter Selection
in. dia. o tions choice in. dia. o tions choice
0.75 1.25
� a� 1.50 x x
125 2.00 x
1.50 x x 3 00
2.00 x
3.00 x
Gallonsllnch Calculator(optional)
Treatment Tank Infortnation Total Tank Capacity(gal)
250082000 Se tic Tank Capacity(gal) Total Working Liquid Depth (in)
Wieser Concrete Manufacturer gaUn (enter result in cell B49)
Enter manufacturer's name
Dose Tank Infortnation Effluent Filter Information
1645.00 Dose Tank Capacity(gai) Orenco Filter Manufacturer
43.32 Dose Tank Volume(gal/in) Biotube 8 Filter Model Number
Wieser Manufacturer
�
� l-�'����f ( C f � �
Project: Page 2 of 8
Mound and Pressure Distribution Component Design
Design Worksheet
Ske Information
(r or c) c Residential or Commercial Design
538.00 Estimated Wastewater Flow(gpd)
1.50 Peaking Factor(e.g. 1.5 = 150%)
807.00 Design Flow(gpd)
3.30 Site Slope(%)
97.51 Installation Contour Line Elevation (ft) 175.00 Contour Length Available (ft)
16.00 Depth to Limiting Factor(in)
0.60 In-situ Soil Application Rate(gpd/ft�)
aistribution Cell infortnation
9.00 Cell Width (ft) 3 4, 5, 6. 7. 8. 9 or 10 Onlv 90.00 = Dispersal Ceil Length (ft)
1.00 Dispersal Cell Design Loading Rate (gpd/ft2)
7 Influent Wastewater Quality(1 or 2) Are the laterals the highest point
in the distribution ��
Pressure Disribution Infortnation network? Enter Y or N
(c or e) e Center or End Manifold
3 Lateral Spacing (ft) If N above, enter the elevation (ft
3 Number of Laterals of the highest point.
0.756 Orifice Diameter(in) (e.g. 0.25)
4.00 Estimated Orifice Spacing (ft) = 11.74 HZ/orifice
2.00 Forcemain Diameter(in)
175.00 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)
4.55 System Head (ft) x 1.3 28.55 Forcemain Drainback (gal)
8.67 Vertical Lift(ft) 121.72 Sx Void Volume (gal)
5.04 Friction Loss (ft) 15027 Minimum Dose Volume (gal)
1826 Total Dynamic Head (ft) 37 16 System Demand (gpm)
Lateral Diameter Selection Manifold Diameter Selection
in. dia. o tions choice in. dia. o tions choice
0.75 1.25
1.00 1.50 x x
1.25 2.00 x
1.50 x x 3.00
2.00 x
3.00 x
Gallons/Inch Calculator(optional)
Treatment Tank Infortnation Total Tank Capacity(gal)
2500&2000 Se tic Tank Capacity(gal) Total Working Liquid Depth (in)
Wieser Concrete Manufacturer gal/in (enter result in cell B49)
Enter manufacturer's name
Dose Tank Infortnation Effluent Filter Infortnation
1645.00 Dose Tank Capacity(gal) Orenco Fi�ter Manufacturer
43.32 Dose Tank Volume(gal/in) Biotube 8 Filter Model Number
Wieser Manufacturer
;
� C ,'Jel � C ' j
Project: Page 2 of 8
DOUBLE-CELL
MIN.6.O��OF70PSOILCOVER EZ FLOW MOUND DISPERSALAREA ceu "n"&"s" ��y
, -� Cell"A"System Elevatlm= ' /�� �
STEPPED CELL ELEVATIONS o= � ''� ' n ft
Cell"A"Lateral Invert Elevatlon= � b�'� ? fl
� � ASTM C33 SAND FILL e= 1.97 ft p
Cell "B" System Elevation= / 7 � �% ft
min. 1.0 ft p
I Cell "8" Laterel Invert Elevation= /�� (,'7Jft
CROSS SECTION VIEW �—
(No Scale) mirt 0.5 ft _Cell"A" � �
_ � r — — — �� _Cell—gx— —
� ,. . �L _ _ _ _ � , .
.. �� p 9 ft. wide cell � L — — — — ' J .
��� �,, p 9 ft. wide cell �
.r ii�i ��i// . . � � , .
/ .i%/,.� i%� ..i/ ii� %� ' � � . .
Plowed Surtece � . .i/ /.i .r/�i �,.//% .,i/ ..ii% /,.�i . '�%� ' � � /�i/� //,� . / . ..
,ii/
i/ //,i/. /%�� �i/��.:i%/�/
SUf(3C0 COfIf.OUf (�(f �°/SIOPE._�
Elevation= I t� ft Surtace Contour
�— Elevetion= 97�51 ft
(Show force main,manitold and flush valve locatlons on olan view)
PLAN VIEW
(No Scale)
Total Dispersal Area
' �5 "0 Schdl 40 � �
PVC Lateral J = �6`'� g - � � ft,
(bPical) � � . ,�� �
Cell"A"
r_ __y.________ __� `
I '"�"'_'"_" I
Z_ "�_'_—'"___
__�______
W_ �`l.l,�� I ft Observation Pipe h Total BaSal Area
1'�--�-f R (�vc�caq
Cell"B' n
r_ __�________ ? II JI � �
� --�t-------- _ / ft
_L_ (� -i------- _�
. I - —B= 7� g— gg _-i
K= �` ���= g EZI2WHPBundle (�Yviml)
(Nvicep fhvirap � _ �1 ,� ft ��YPiCaI) T
(mk py Mflllnlor Syelvn6,Yw.) y
�nwn punuem to menuiacMale Mu�1m� �
�
Bend as necessar to follow contour �
Y DOWNSLOPE TOE W
I �_ ��� � � O
�
Prohibit disturbance and vehicular traffic
. ���..___ _._.
within 15 feet of downslope tce.
� Reset Page�
End Connection Lateral Layout Diagram
•=Turn-up nlbstl velva or cleanoutplug
IE P
—Z —�1 st orifice located ffi Z �F X—?I !UI laterels idertticd,wrth orifces equelly spaceQ 5
foree main conneaion wa tee or cross ta msnifoiG at ary poim �a[eqis&{orce main of PVC Sch 40 S
per SPS TaDle 384.30b
Grifices poirR up except every Sth one poiMs tlown tor drainage
Number of Laterals 3 Orifice Diameter 0.156 in
Lateral Diameter 1.50 in Orifice Spacing (X) 4.02 ft
Lateral Length (P) 89.22 ft Orifices per Lateral 23
Laterai End (Z) 0.78 ft Orifice Densiry 11.74 ft2/orifice
Lateral Spacing (S) 3.00 ft Manifold Length 6.00 ft
Lateral Flow Rate 12.39 gpm Manifold Diameter 1.50 in
System Flow Rate 37.16 gpm Forcemain Velocity 3.79 ft/sec
Dose Tank Information c ical for all
Locking coverwith waming ( YP
label and locking device and m8nh012S th8f
seaied waterti�nt terminate above
Elecfrical as per NEC 300 and —� grade)
SPS 316.300 WAC 4 in. min.
Diswnnect
�
Tank component is property veMed :�: E— Attemate outlet
location
Forcemain diameter
Wieser Concrete Manufacturer 2 in.
Ca aci 1645.00 Gailons —r
Volume 43.32 gal/inch A
Weep hole or anti-
Dimension Inches Gallons B siphondevice
A 20.50 88825
B 2.00 86.64 � � Pump off elevation(ft)
C 3.47 150.27 91.00
D 12.00 519.84 p
Total 37.97 1645.00
� Dose tank elevation(ft)
Bedding Md Backfill As Per Manufactu2r 90.00
Alarm Manufacturer SJE Rhombus
Alarm Model Number MechaniCal
Pump Manufacturer Zoeller —�
Pump Model Number 153
Pump Must Deliver 37.16 gpm at 18.26 ft TDH
Note Switches containing mercury may not oe used in this system
Project: Page 4 of 8
EZflow� Distribution Cell Media Layout
9.00 Cell Width (ft) 1.50 Sidewall to Lateral (it)
Distribution Cell Crosssection Arrangements
9 ft Wide � � ��
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 1201P 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 geotextile fabric as per the their product approval.
Distribution Cell Plan View Layout - Typical
9.00 Cell Width -A(ft) 90.00 Cell Length -B(ft)
Center Connection Lateral Layout Diagram
Project: Page 5 of 8
Mound Svstem Maintenance and Oueration Suecifications
Service Provider's Name tran S i w6S g � Phone 715-558-1673
POWTS Regulator's Name �Sawyer Counry Phone 715�34-8288
S stem Flow and Load Parameters
6i
Design Flow-Peak ��T gpd Maximum Influent Particle Size 1/8 in
EstimatedFiow-Average €f38 gpd (ti�d Ma�cimumBODS 220 mg/L
Septic Tank Capacity gal Maximum TSS 150 mglL
Soil Absorption Component Size 810 ftZ Maximum FOG 30 mg/L
Type of Wastewater pomestic Maximum Fecal Coliform >10E4 cfu/100 mL
Service Freauencv
Septic and Pump Tank Inspect and/or service once eve 3 ears
Eifluent Filter Inspect and clean as necessa at least once eve 3 ears
Pump and Controls Test once eve 3 ears
Alarm Should test riodicall
Pressure System Laterals should be flushed and ressure tested eve 3 ears
Mound Inspect for ondin and seepa e once eve 3 ears
other _ r fr. re uirements
Miscellaneous Construction and Materials StandaMs
1. Observation pipes are siotted 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. Tiliage of the basal area is accomplished with a mold board or chisel plow.
5. The mound shucture and other disturbed areas will be seeded and mulched to prevent soii erosion
and help reduce frost penetration.
Laterel Tum-up Detail
Finished Grade , .........••. ................
�
6-8" Diameter Lawn —� Threaded Cleanout
Sprinkler Valve Box Plug or Ball Vaive
Laterai Ends at Last Orifice Where
Variable length Cleanout Begins
Long Sweep 90 or Two
I 45 Degree Bends Same
EZflow S nthetic Media Diameter as lateral
Z.O6 Feet
�"—Distribution Lateral �'F Lateral Cleanout —►
Project: Page 6 of 8
Mound System Management Plan
PursuaM to 3PS 383.54,ws.Adm.Code
�I
7his system shall be operated in accordance wfth SPS 382-84 Wis.AEm.Code,and shatl maintai�d in accordance with its'componeM
manuals[EZ1bwMound Component Manua18/20/07,Pressure Distribution Component Manual Ver.2.0 580.10706-P(N.01I01)aiM
SSWMP Publication 9.6(Ot/87)]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,Wis.Adm.Code when the tanks are no longer
used as POWTS components.
Septic or pump tank manhole risers,access risers and covers shoukl be inspected for water tighfness and sourMness. Access openirgs
used for senice and assessment 5ha11 be sealed watertight upon Me completlon of service. My opening deemed unsound,defective,or
subject to hilure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking
device to prevent accidenWl or unauthonzed entry into a tank or component
Seotic Tank
The septic tank shall be maintained by an individual certfied to service septic tanks under s.281.48,StaLs. The contents of the septic
tank shaii be disposed of in accordance with NR 113.Wis.Adm.Code. The operating condition of the Septic tank and outlet fiker shall be
assessed at teast once every 3 years by inspedion.
The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unlpss provisions
a2 made to re�{n�olids in the tank that may slough off the filter when removed from Rs enclosure. It the filter is equipped with an alarm,the
filter shall be serviced if the alarm is adivatetl continuously. Intertnittent fiNer alarms may indicate surge flows or an impending continuous
alarm.
The septic tank shali have its coMeMs 2moved when the volume of sludge and swm 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 as to
when the next service neetls to be perfortned to maintain less than ma�cimum scum and sludge accumulation in the tank.
The adddion of biological or chemical additives to enhance septic tank performance is generally not required. Hoxrever, "rf such products
are used they shall be approved for septic tank use by the Wisconsin 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 verity proper
operation. If an effluent fitter is installed within the tank it shall be inspeded and serviced as necessary. If the force main has a weep hole,it
should be notetl rf d is functional during pump operation,and N not,it should be Geaned.
No one should ever enter a sepfic or dose tank since dangerous gases may be preseni tlrat could cause deafh.""
Mound and Pressure DisVibutfon 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 penetration. Traffic(other than for
vegetative maintenance)on the mound is not recommended since soil compaction may hinder aeretion of the infittrative sudace within the
mound and snow compadfon in Ihe winter wiil promote frost penetration. Cold weather installations(October-February)dictate that ihe
mound be heavity mulched as protedion from freezing.
InflueM quality into the mound system may not exceed 220 mglL BODs, 150 mg/�TSS,and 30 mg/L FOG for septic tank efNuent or 30
mg/L BODz,30 mg/L TSS,10 mg/L FOG,and 70�cfW700 mL for highly treated effluent InFluent flow may not exceed maximum design flow
specfied in the permit for this installation.
7he pressure distribution system is provded Nrith a flushing point at the end of each lateral,and d is rewmmended that each lateral be
flushed of accumulated solids at least once every 3 years. When a pressure test is perfortned it should be compared to tAe indial test when
lhe system was installed to dMertnine'rf orifice Gogging has occurted and'rf orfice Geaning is required to maintain equal distribution wdhin
Me dispersal ceil.
Observation pipes within Me dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner,and any
levels above 4 inches considered as an impending hydraulic failure requinng adtlitional,more frequent mondoring.
Continaencv Plan
H the septic tank or any of its components become defective the tank or wmponent shall be repaired or replaced to keep the system in
proper operating condition.
If the dosing tank,pump,pump controls,alarm or related winrig becomes defedive the defeGive component(s)shall be immediately
repaired or replaced with a component of the same or equal pertormance.
If the mound componeM fails to accept wastewater or begins to discharge wastewater to the ground suAace,it will be repaired or
reD�aced in its'preseM location by increasing basal area if toe leakage occurs or by removing biologica�ly clogged absorption and dispersal
medla,and related piping,and replacing said components as Ceemed necessary to bring the system into proper operating condition.
See Page 6 of this plan for the name and telephone number of your local POWfS regulator and service provider.
Project: Page 7 of 8
� TOTAL DYNAMIC HEADIFLOW
�� PUMP PERFORMANCE CURVE pER MINUTE
MODEL 151f152A53
so EFFLUENT AND DEWATERING
,. � �s�
2 � MODEL 151 152 153
F«� �mrs c,m. u� cm. wre cm. u�s
� �� 5 1S W 189 69 I67 ]7 291
� �� 10 3.0 0.5 7]0 61 131 ]0 265
� �
15 E.6 38 149 53 201 81 2i1
o e n 151 p 8.1 PB fl0 It 167 52 19]
7 75 1b 16 61 34 119 �7 159
Q fi ID 30 91 23 8] 33 125
% 101 � �
15 40 12.P _ - - _ il 62
{ _ _ _ _
10 - ShutWlFbed' 301t19.tm) 3BIL(77.&n) MLL(13.1m�
o�+soea
z
s
a
� Model 151 Models 1521153
io �� x �o so w m eo so iao
GVLCNS .�6]/32 -�. 6]lf2
Lf�FRS 0 a0 80 12U 160 1dl 29� � 3� .
3)M — ��.<SIP — . ]lR �54-�
ROYIPEANWIRE , ' .
Ot�50&1 �., i � I
CONSULT FACTORY FOR I 31� 'l�
SPECIALAPPLICATIONS � I � � + ,��
•Tmed dosing panels available � ��*��
•Electrical aRemalors,for duplex systems,are available and �� ' "��"
supplied with an alarm � � i I
•Variable level control switches are available for controlling �
single phase systems � :'
•Double piggyback variable level float switches are available I i
for variable level bng and shorl cycle controls
•Sealed(]wik-Box available for aWoor installations-See I ,z,� I
FM1420 ,,,,I" I I � I � --�4
•Over 130°F(54°C)special quofatan required ,;,
aisnc �
1511152/153 Series � _ � s��
�suuvis� rooets co�o-w sw�uon
Modsl Volta�Ph Mode Amps SYipMx Duqex
N151 175 1 Non 6.0 7 2a3
BN757 1'15 1 Aulo 6.0 IrcAdeC 2ar3
E/51 230 1 Non 32 1 2a3
aEisi x+o i ano 3s i� z«a "Easyassembly"
Nt52 115 1 Nan 8.5 1 2a3
BN152 115 1 Aub BS IrvAidetl 2or3 (WmpBtlisci�argepipe
nd intlixletl.�
E152 23U 1 Non 4.3 1 2a3
1 2 Au10 d. 2a3
N 175 1 Non 10. 2a3
BN153 115 1 Auto 10.5 IndWed 2a3
E153 230 1 Non 5.3 1 2or3
BE153 230 1 Aub 5.3 Im.iuded 2or3
SELECTION GUIDE
i. Single piggyback variable level float swilch or double piggyback vanable level OPTIONAL PUMP STAND PIN 10-2421
ibat switch. Reter to FM0417. • Reduces potenfial dogging by debns
2. See FM0712!or wrrect model of Eledrical Attematw E-Pak. • Replaces rocks or bridcs under the pump
• Made of durable,noncorrosive ABS
3. Vanable level control switch 10-0743 used as a control activator,speafy duplex • Raises pump 2"ofl boltom of basin
(3)ar(a)float system. • Pmvides the ability to raise infake by adding sec6ons of 1%s
or 2"PVC piping
ocnunoN • Attachessearelytopump
nn��:�wano�ot�o�noi:,P.o��eonae��cesanaw�rinqsnoWdnaao�eyay���d • Accomrtrodatessump,dewateringandetFluenlappliptions
ficensedelecVkian.AllelechiwlandsafelycodesshouldbefdlowedincluAingMemos[ NOTE�MakesureMoatistreehomobsWetlon.
recentNationalElectrir.al Code�NEC�andNeOccupationaiSeferyandHeal�hAU(OSHA�.
RESERVE POWERED DESIGN
For unusual condi6ons a reserve safety factor is engineered into the design of every Zoeller pump.
m Copyright 2014 Zoeller Co.All rights reserved.
�
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cfl u -O �
NOTE: The WK-200 treatment system �7 � ,c�o o � 1T1
is comprised of(4)WK-78 Units. � ' � � � z � �
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r-
* (2) towers shall be placed in the � _ � o
(1st) 2,000 gal Wieser tank
— _ l� � 7
* (2) towers shall be placed in ' ' �? C.(1 �-
the (2nd) 2,000 gal Wieser tank � ha '� � p
3 � ` (��
��. N �v �
� 11 �
ii �
�k The proposed Grease Interceptor shall be ��� `
,
designed per SPS 382.34(5)(c)1, WAC 3 �
a � _ �-,�� �� �
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Problem Solution
OrgaNc clogging of a commercial septic system area
resuits in the hydraulic failure and/or surfacing of BY convertng the sepUc iank [o an aerobically enhanced biological
untreated wastewater. This can occur in commercial treatment vessel�vrth;he pa[ented White Knight MIGtt�selected bacteria
systems in as Iittle as 3 years due to biological clogging are introduced,generated and released. The patented IOS-SOOn'
6acte�al matrix provides the select bacteria which consume the wastes
entering the tank. !his results in an effluent that is cleaner and ennched
with these beneficial bactena and oxygen. Carried oui inta ihe leach area
Building Occupan[: by the efFluent stream these select bactena con,inue io consume the
Qexcess wastes that prev,ously clogged tne system.
. _ . . _._._.__... . __..
White Knight MIG"" �_ a���
--_
Elfluent ��le[pipebumbuilding� Treatment System
pump z �..,,�.�:...�
chamber
(non-gravrcy '���� '. a " � a
'�"`�"'°"�'� 1 110/'120 AC volt PowerSource
y '::_:y. � Sepdctank �� P '� s_`'+"
' 2 WeatherproofAirPumpBasinused � ' �" .
foroutdoorairpumpwhenrequired � � � � ����' �
Outlet pipe to dis[ribvtion box � s � s � s s ���
3 Air line provides oxygen direcUy to � 1 � �
�Distribution6oz White Knlght MIG"" � c t ..y
�each�ieid -� - 4 Septic tank servlce riser -
5 Multiple high-performance 4Vhite Knight Microbial InoculatodGenerators"' Modei
WK-78 installed directly;n sephc tank for optimized operetion,maintenance and
scalabilityfor high-volume customer usage pattems
Leach feld 6 Effluent outlet flter to retain non-b�odegradable matenals
P'P�^S
7 Weatherprocf e�clo;cr with Punp FailureAlarm
What is biological ciogging? Benefits
• T,p�cal'y zbo�:33 to 50'/0 of the cost of an"in kind" �-
1 2 3
� � � � �� � . � ., �ep'a�emer;
';,'�`�� , � ">y ��- �• � .� . • May oe 2590 of the cost of an"up to code" 1Y
`'�,�3 �• replacement system Y
�'�i;� ���4� � • Minimal disturbance and destruction of the ..
� � '� �-�� landscape. � �
1 Biological clogging occurs over time because the • Fecal Coliforms and nitrogen are significantlyreduced.
excess waste builds up in the soil pore space creatlng a • Effluent quality is dramatically improved with a Y"
dogging condition in the leach field. BOD and TSS primarily consisting of the introduced � ,
microorganlsms.
2 As the clogmat buiids,the trenches fill with wastewater . Overall Carbon tootpnnt is far less than a '" y
(i.e., effluent). conventional system replacement making this an � -
environmentaliy friendly green technology. :.4,
3 Eventually effluent from the septic tank cannot pass . provides a permanent solution. ��
into the surrounding soil where aerobic bactena can �
purify it,and the septic system fails. Noxious septic ' Approved and accepted for use by state and locaf ���""'�!
waste�surfaces over the leach field or backs up mto the regulatory authonties. �.� �
building as a result of septic system failure. • Real-time performance monitonng system available. �
P
. Y S q.� i, 4� . Ny } . . .. � . . .. . y4tt,�,r�. .
. . . . . . . . . . . - ._�� V
, {If1
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[!�'
White KnightT"" WK-150 & WK-200 Specifcations
The White Knight MIGT"' is an advanced bioremediation solution for onsite wastewater treatment systems and may also be
used to enhance the capabilities of other treatment equipment. The unit is compact in size and easily tits into either new or
sound existing septic system tanks. The WK-150 &WK-200 has been specificalty designed to utilize the patented IOS-500T"'
bacterial matrix from International Organic Solutions. The bacteria matrix is introduced into the MIG, and the bacteria multiply
rapidly and consume organic waste within the septic tank. Effluent leaves the septic tank along with the IOS-500TM' specialized
microbes and continue to consume deposited organic compounds, restoring soil particle pore space and natural drainage
pathways.
Model Numbers and Typical Applications
WK-150 Small commercial applications
WK-200 Larger, custom design, or institutional applications
WK-YJCX Ntultiple b'VK MIG Columns scalable to fit any appl,cation
Treatment unitspeeifications
Model S Ma�cimum Recommended # Media Media Tower Minimum DiRusar Air
reeommended Minimum Tank Towers g�e Air Pipe Flow
BOD loading Size(gallons� (dia'x ha'gh!'7 5128 {CFM@2 psi)
(IbsJda�
W K-150 12 3000 3 16"x 27.5" '/." 7
._.-.__.. ....._ .. . . . ..
WK-200 18 4000 4 �6"x2Z5° ..,'/.'- 9
. ..:. , .. . _,,... .
WK-xxx vanes varies varies custom '/." vanes +
Air supp�y specifieations
Model# Output @ 2 psi(CFM) Watts Amps Volts AC Pump Dimensions Basin Dimensions
WK-150 7 92 2.1 110/120 8.94"x 7.05"x 8.59" 13" H x 24" L x 16" W
WK-200 9 408 3.4 110/120 10.8"x 7.8T x 8.74" 13" H x 24"L x 16"W
WK-1xx CallforSpecifications
Controlier specifications
Model# Volfage Amps Ma�c Pailure Sensing Alarm Type Overbad Protection(amps) Switehing
WK-150 110l120 8 Pressure drop+/or float Vsual and Audible 8 NormaU Silence only
WK-200 110/120 8 Pressure drop+/orfloat Visual and Audible 8 Normal/Sitence only
DEALERINFORMATON
Knight Treatment Systems,inc.•281 Co. Rt.51A,Oswego, New York,13126
1-800.560-2454-www.kniahltreatrneM.com
H�dquertereA in Oswepo,NY.,Knight Treaiment Syslems,Inc.is Me natlonal supplier W Me W hite Knight Microbia�Irroculatoi
Ganerator"',a patented amergent technobgy utilizetl for the enhancad biobgical treaVnent of wastewater end the recovery ot � 1
agenically dogged absorption systems.Ttie W hite Knight MIG"'is eveile6le tArough and serviced by a nehvork of fec[ory authorized
arid Vained onsite xaslewater treatrnent professionals. �
. VCT���C
' � � A • � �
• , '
?5 F �
:s3 crF � ..`.�'.
. .. . . .. _ � ♦
YSTEMS
�A�
Pro6lem
All residential septic systems have an average life $O�Yt�011
expectancy of behnreen 15 to 20 years.depending on By convertmg the septic tank to an aerobicaliy enhanced biologicai
the waste loads entering them. Septic systems can treatment vessel with the patented White Knight MIG"", setected bacteria
fail due to either mechanicaf probiems or biological are introduced, generated and released.The patented IOS-500�-"'
clogging of the lea�y field. Of the two,the majority of all bacterial matrix provides the select bactena which consume the wastes
failures are due to biological clogging. entering the tank,this results in an effluent that is cleaner and enriched
with these beneficial bactena and oxygea Carried out into the leach area
by the effluent stream these select bacteria continue to consume the
excess wastes that previousy clogged the system.
BuilAingOcapana White Knight MIGT"" � � � �,,,,,,,,„.,.,,,:� ��
Treatment System `"""�� ��
�.W.,k. �..��..�
1 1101120ACvoltPowerSource °��•� — ,- °
Eliluent ���etpipefiombuilding—► .
p�.�,p 2 Weatherproof Air Pump Basm
cnamne. ..r -:�`� � "`.`"� ��
�,,,,,,.�,,,�;�y used for outdoor air pump when w y
•r..•m��ry) reQUiBd �' f f C 'r �' 1 1 3 ^
��-�;3'. . t Septic tank 4 4 � I ° 1 7 J .�'
� 3 Air hne provides oxygen directly to � t t -yammicnc-
ouNetp�pewtliz[rioueionboz WhiteKnightMlG^" `�, 4 S 7 J� J J�
4 Septic tank service nser
D(saibu[ion box
�l 5 Whi[eKmgMMicrobiallnoculatodGeneratorTM'ModeiWK-40installeddirectlyinthe
Leach fiN0 —► septic tank tor improved operahon and ease ofmaintenance
6 Effluent outlet filter to retain non-hiodegradable matenals
7 WeatherproofenclosurewithPumpFailureAlartn
�,�n eeie
piping
_.__..
B@�l@flt5
i
• Typically about 33 to SC°/. of the cos[of an"in kmd" �
What is biological clogging? replacement.
� Z 3 • May be 259'0 of[he cost of an"up to code" �
�_„ � ' '� replacement system , V �
a
!
�r ` �' • Minimal disturbance and destruction of the ��. +
111 landscape. '
a�-!�-a� � � � � ���r` � � • Fecal Coliforms are slgnificantty reduced and total � ` ¢�
1 Biological clogging occurs over time because the Nitrogen is typically reduced about 50%. '
excess waste builds up in the soil pore space creating a • Effluent qualdy is dramatically improved with a `i
clogging condition in the leach field. BOD and TSS typically ranging between 50-90 �
mgll which is primanty composed of[he introduced
2 As the dogmat builds, the trenches fill with wastewater mlcroorganisma . .
w
(i.e.,effluenO. • Overell Carbon footpnnt is far less than a _�
conventional system replacement making this an �
3 Eventually effluent from the septic tank cannot pass into emironmentally friendly green technology.
the surrounding soil where aerobic bacteria ran purify . provides a permanent solution. . i::.�
it, and the septic system fails. Noxious septic waste . Approved and accepted for use by state and local � ��
surfaces over the leach field or backs up into the home regulatory authorities. . � �� �
as a resuft of septic system failure.
WLP1000/600—MR
TANK SPECIFICATIONS oi
� a;
�2 6 DIMENSIONS: wI
WALL: 3" a
4" CA57-A-SEAL 4" CAST-A-SEAL BOTTOM: 3"
COVER: 5"
' � MANHOLE: 24" I.D. PRECAST CONCRETE RISER a
�---1----------�-�rr---------� HEIGHT: 56" o
j � irii a i i LENGTH: 12'-6" �
I I I � I
i ' e" iii' • i r WIOTH: 7'-0" �
� � �-_\ m�p. �-,\ ��ii c - \ j. BELOW INLET: 42�
r � {�l � LI�UID LEVEL: 36" �
� �� � � i � O� WEIGHT: 14,970 L85. �
I _ i �� i ii T � J� p �
� � \ �i i� � j INLET AND OUTLET: '
�� i FILTER OR ` �F�� � i 4" CAST-A-SEAL B00T OR EQUAL GASKET � �
�— I ----- BAFFLE--- i�ij - - ' f w �
� i i��i t i INLET AND OUTLET BAFFLE AND FILTER: ¢ :
��'------�--�,-,------�L�'____,�___,_� N7SCONSIN, SEE DETAIL �/10 Yn ;
(OTHER STATES SEE CHART) �
TOP VIEW LIQUID CAPACITY: 27.88 GAL/IN (SEPTIC) V
i6.76 GAL/IN (PUMP) Q
C
LOADING DESIGN: 8�-0' UNSANRATED SOfL �.'
C
TANK CAN BE USED AS: C
SEP11C/SEPTIC, SEPTIC/PUMP,
� OR SEPTIC/SIPHON Q
Qo 4" vENT COVER: MIX DESIGN (/8 (NO FIBER) �
� TANK: MIX DESIGN y10 (STRUCTURAL FIBER) �
N
CUSTOMIZED TANKS: �
____ ____ ____ _L FOR CUSTOM TANKS CONTACT WIESER CONCRETE =
INLET -
� � - - ii --r- - -
OUTLET
� � � � � 1- ;, � � � � < �
N a� i ` na c� �
a � a ,i M i'i a � i d: � �j
jI i i " i = � I o
3�� � I ' �' �
'�-..-�-.-_ ___L_____-I'L�__.r,��7 G�r� �,: �. .� , -. , �
_L
REVIEWEO BY ` a
M PUMP PAD REVIEW DAIE �
a
DRAWINGS SUBMITTED �
SIDE VIEW FOR APPROVAL
APPROVED BY: SHE
APPROVAL DATE: �
PRODUCTS NEEDED BY: /
TANKS ARE MANUFACNRED TO MEET OR EXCEED ASTM C-1227 REOUIREMENTS
WLP2500
TANK SPECIFICATIONS �
,a3}" �
DIMENSIONS: w
WALL: 3` a
BOTTOM: 5"
COVER: 6" �
— - - - - - - MANHOLE: 24" I.D. PRECAST CONCRETE RISER a
— — — — — — — — — — — — —
� HEIGHT: 55 1/4" O.D.
� I LENGTH: 183-1/4" O.D. ^
( 4° CAST-A-SEAL 4" CAST-A-SEAL I WIDTH: 101-1/4' O.D. a
I I BELOW INLET: 43" O.D. o L
LIWID LEVEL: 36" '^ °
' WEIGHT: TANK - 15,527 LBS.
'"' m24\ � \ I COVER 9,300 LBS.
� t� � ` INLET AND OUTLET: �'
I )\ � FILTER OR � II 4" CAST-A-SEAL B00T OR EQUAL >
� BAFFLE � INLET AND WTLET BAFFLE AND FILTER: �
I I I � WISCONSIN, SEE DETAIL 10 �
(OTHER STATES SEE CH�RT) �
� � LIQUID CAPACITY: 69.44 GAL/IN 4
1�
HOLOING TANK: 4
OUTLET HOLE PLUGGED `.Q'.
TOP VIEW ACTUAL CAPACITY: 2,639 GALLONS `.
LOAOING DESIGN: 8' 0" UNSATURATED SOIL `
TANK CAN BE USED AS:
SEPTIC/ HOLDING/ PUMP OR SIPHON �
COVER: MIX DESIGN y8 (NO fIBER) �
< S � TANK: MIX DESIGN /(9 (SMALL FIBER) �
� — . — CUSTOMIZED 7ANK5: �
INLET
— — fOR CUSTOM TANKS CONTACT WIESER CONCRETE �
v�i M 3� a �
a < M I
r <
.� _ — � --- - _ J o
-- - -- - - � � �
�
� DRAWINGS SUBMITTED
SIDE v�EW FOR APPROVAL
APPROVED BY: SHEE
APPROVAL DATE:
TANKS ARE MANUFACNRED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS PRODUCTS NEEDED BY: ��
WLP2000—MR
TANK SPECIFICATIONS
�
�
164" DIMENSIONS: a
WAI.L: 3" �
BOTTOM: 5" a
0
COVER: 6" �
MANHOLE: 24" I.D. PRECAST CONCRETE RISER i� �
' ' -'— HEIGHT: 55" O.D. < o
LENGTH: 164" O.D. � �
�- - - - - - - - - - - - - - � WlDlli: 96" O.D. �
I� 4" CAST-A-SEAL 4" CAST-A-SEAL �i BELOW INLET: 43" O.D. N �
LIQUID IEVEL: 36"
WEIGHT: BOTTOM 14,060 IBS.
� � �� COVER 8,170 LBS.
024,� a
�O INLET AND OUTLET: �
� �YP / 4" CAST-A-SEAL BOOT OR EQUAL m
� I I INLET AND OUTLET BAFFLE AND FILTER: �
°. I) RITER OR BAFFLE II . WISCONSIN, SEE DETAIL �/10
a
� _ — — — — — — — — — -- —� (OiHER STATES SEE CHART) �
LIQUID CAPAqTY: 56.27 GAL/IN �
LOADING DESIGN: 8' 0" UNSATURATED SOIL �
TOP VIEW v
HOLDING TANK: C
OUTLET HOLE PLUGGED Q
ACTUAL CAPACITY: 2,138 GALLONS C1'
�
W
o �
a � TANK CAN BE USED AS:
� SEPTIC/ HOLDING/ PUMP OR SIPHON �
COVER: MI% DESIGN ry8 (NO FIBER)
— — • — — TANK; MIX DESIGN (/9 (SMALL FIBER)
INLET — _ OUTLET
— - — — CUSTOMIZED TANKS:
FOR CUSTOM TANKS CONTACT WIESER CONCRETE
� � I � -
n I a `� I. ° � `
y 3,� a o �
I o '
���— — — — — — — — �t � _ _ .0_7 -r- �. ._ . . N .
� rGa., , �, � ��� , � � o
PUMP PAD DRAWINGS SUBMITTED �
� FOR APPROVAL
SIDE VIEW
APPROVED BY: SHEE-
APPROVAL DATE: 1
TANKS ARE MANUFACRIRED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS PROOUCiS NEEDED BY:
�01
WLP2000—MR
TANK SPECIFICATIONS
�
164" DIMENSIONS: �
WALL: 3" �
BOTTOM: 5" d
COVER: 6" �
MANHOLE: 24" I.D. PRECAST CONCRETE RISER i� .-
_ _ _ _ _ '_ HEIGHT: 55" O.D. + o
LENGTH: 164" 0.0. - z
WIDiH: 96" O.D. w
I� - - - - - - - - - - - - -� .
� 4" CAST-A-SEAL 4° CAST-A-SEAL I I BELOW INLET: 43" O.D. � �
� � LIOUID LEVEL: 36"
� � WEIGHT: BOTTOM 74,060 LBS.
m24' �� COVER 8,170 LBS. a
m jYP � � MLET 4N CAST�AT SEAL BOOT OR EQUAL �
� � �
II FILTER OR BAFFLE �I INLE7 AND OUTLET BAFFLE AND FILTER: �
I � " W15CONSIN, SEE DETAIL �10 <
(OTHER STATES SEE CHART) o
— — — — — — — — — — — — � LIQUID CAPACITY: 56.27 GAL/IN W
�
LOADING DESIGN: 8' 0" UNSATURATED SOIL W
�
roP wew �
HOLDING TANK: C
OUTIET HOLE PLUGGED 0
ACTUAL CAPACITY: 2,138 GALLONS v'
�
o �
a a TANK CAN BE USED AS:
�
io SEPTIC/ HOLDING/ PUMP OR SIPHON �
COVER: MIX DESIGN �8 (NO F18ER) �
— _ • — — TANK: MIX DESIGN �/9 (SMALL FIBER)
INLET — _ OUTLET
— — — CUSTOMIZED TANKS:
FOR CUSTOM 7ANK5 CONTACT NIESER CONCRETE -
,� '+` � � `
_ �n p 3" I a M I. a � `
C- - - - - - - T - - ��� �i^ea-r; ; . - � F
� PUMP PAD DRAWINGS SUBMITTED n
4
FOR APPROVAL
SIDE VIEW APPROVED BY:
SHEET
APPROVAL DATE:
TANKS ARE MANUFACNRED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS PRODURS NEEDED BY: �Of
WLP1645-MR
TANK SPECIFICATIONS �
0
a
�p'_p^ DIMENSIONS: w
WALI: 3� �
BOTTOM: 3"
COVER: 5'
'--�'-------=�-•'-----`----=-
MANHOLE: 24" I.D. PRECAST CONCRETE RISER a
�7---------------------------�'
.{�, 1,. HEIGHT: 54 1/2' o
li 4" CAST-A-SEAL 4" CAST-A-SEAL If LENG'fH: 12'-2" �
i i i i WIDTH: 7'-0" p
� 2° � BELOW INIET: 43"
i � � m r �� y
\ SyQ� ' `� UQUID LEVEL: 38" o
� i � � WEIGHT: 14,000 LBS. !
'� � � �
;i �_ ' �� _��i INLET AND OUTLET: " :
ii FiLTER OR jj� 4" CAST-A-SEAL B00T OR EWAL GASKET � �
i� BAFFLE �� INLET AND OUTLET BAFFLE AND FILTER: w '
1 J -
�}_____-_—____________--=_{,J WISCONSIN, SEE DETAIL /�10 N �
(OTHER STATES SEE CHART)
Y
LIQUID CAPACITY: 43.32 GAL/IN y
TOP VIEW HOLDING TANK: 0
OUTLET HOLE PLUGGED �
ACTUAL CAPAqTY: 7,733 GALLONS e
LOADINC DESIGN: 8�-0� UNSATURATED SOIL C
0
W TANK CAN BE USED AS: Q
�
a� SEPTIC / HOLDING / PUMP OR SIPHON �
� COVER: MIX OESIGN yy8 (NO FIBER) �
+ � ---- TANK: MIX DESIGN �/10 (S7RUCTURAL FIBER) �
�
CUSTOMIZED TANKS: �
INLET _ ---- FOR CUSTOM TANKS CONTACT WIESER CONCRETE
- �T
� -i-� , - - - - - � - _i- - - i ^rV i
` �� i v ao i a =
e a� 1 n i �� :r �
� ! I _� �
�^--�--- ���' N
_L_ rr_-_
------ - - d.
REVIEWEO BY, �
"� PUMP PAD REVIEW DATE �
SIDE VIEW DRAWINGS SUBMITfED
FOR APPROVAL
APPROVED BY: SHEI
APPROVAL DATE; �
TANKS ARE MANUFACiURED TO MEET OR EXCEED ASTM C-1227 REQUIREMENTS PRODUCTS NEEDED BY: /
Knight Treatment Systems Inc.
April 6, 2021
Page 2 of 2
eSLA PTO No.: PP-042100004-PTOWWTD
D Prior to installation of this product, plans and specifications must be submitted to the department or to an
approved agent municipality for review and approval in accordance with s. SPS 382.20 (1)of the Wis.Admin.
Code. Written approval for the plans and specifications shall be obtained prior to installaGon of the product.
➢ The outlet baffle of the septic tank, which has this product installed, shall have an effluent filter installed
capable of filtering partiGes of'/.-inch or larger in size.
➢ M access opening of suffiaent size to allow installation, inspection maintenance and servicing of this
device/product must be provided.This access opening must tertninate at or above grade.
➢ The�1epaRment may require metering or monitoring of the efFluent from this product to evaluate the operation
and compliance to SPS 383.44 effluent quality parameters.
> The bacterial inoculant shall be replaced at least annually.
➢ The owner is responsible for maintaining and testing this POWTS product verifying it complies with code
effluent quality parameters.
➢ These devices are approved to treat the mazimum daily wastewater flows spec�ed in Table 1
Model Maximum Dail Wastewater Flow
WK-00 750
WK-78 1200
WK-150 2000
WK-200 2400
➢ This approval addresses residential strength waste only. These devices are approved to Veat residential
strength wastewater within the parameters displayed in Table 2:
Influent Wastewater Parameters
CBOD 30-da avera e>_ 100 to s 300 m /I
TSS 30-da avera e>_ 100 to 5 350 m /I
TN 30-da avera e z 50 to<_70 m /I
ceoos=omu.mwu ao n.�+rw a�ym a.m.b.seay een
Tss=mw�awemw. tu=rw�a�opa�
�'^�Psms pritr
➢ If these devices receive residential wastewater, and are granted downsizing and/or vertical separation credits
as allowed in Tables 383.44-2 and 383.44-3, then these devices shall produce an effluent quality meeting the
maximum monthly averages displayed in Table 3:
Effluent Wastewater Parameters
BOD FOG m I TSS m I Fecal Coliform cfu/100 ml
5 30 5 30 5 30 5 10,000
eaos=eoe�.�:d mnv.�am.�a.say e.n
aw�oo�=mnn�+c wro as�oo maw�
rss=mw.�.o«m.a.aa. Foc=r.�..oi.�d�.
nan-mipum p..w..
The department is in no way endorsing this product or any advertising and is not responsible for any situation which
may result from its use.
Sincerely,
Glen W. Schlueter
Plumbing Product Reviewer
Department of Safety and Professional Services
Division of Industry Services
Bureau of Technical Services
(608)267-1401 Phone
glen.schlueter@wi.gov E-mail
7:45AM-430PM CDT M-F Work Hours
,��;Ecnn7MfyT.\ Department of Safety and ProTessional Services
,5�� o,�;. Division of Industry Services
2 � 't'. Plumbin Product Review
-� i �S . ��� 4822 M dison Yards Way
p a.o.soX�,sz
`�2a� �' � Madison,Wisconsin 53707-7162
�Vqn �Fe��� Phone608-26E2112
��:ca�iu<n�>'
Web htto://dsos.wi.aov
Email dsps@wisconsin.gov
Govamor Tony Evers Dawn Crim,Secratary TTY:CoiNaet Through Relay
April 6. 2021
Knight Treatment Systems Inc.
Mark C Noga
281 County Route 51A
Oswego NY 13126
Re: Descrip,:on: SEWAGE TREATMENT APPARATUS
Manufacturer: Knight Treatment Systems Inc.
Product Name: White Knight Microbial Inoculators/Generators
Model Number(S): WK�O, WK-78, WK-150 and WK-200
eSLA PTO No.: PP-042100004-PTOWWTD
The specfications and/or plans for this plumbing product have been reviewed and determined to be in compliance
with chapters SPS 382 through 384, Wisconsin AdminisVative Code, and Chapters 145 and 160, Wisconsin Statutes.
The Department hereby issues an approval based on the Wisconsin Statutes and the Wisconsin Administrative Code.
This approval is valid until the end of April 2026.
This approval supersedes the approval issued on June 19, 2015 under eSLA PTO No's: PP-041501139-PTOWWTD,
PP-051601186-PTOWVYfD and PP-042000008-PTOINWTD.
This approval is contingent upon compliance with the following stipulation(s):
➢ These devices shall be installed, maintained and used in strict accordance with the manufadurer's published
instructions, Chapters 381-387 Wis. Adm. Code and this product approval. If there is a conflid between the
manufacturer's instructions and the Wis.Adm. Code or this Plumbing Produd Approval,then the Wis.Adm.
Code and this Plumbing Product Approval shall take precedence.
D These devices are not approved as a restorative/remediation technology for POWTS.
➢ These devices are approved as an adjunct to a properly designed and maintained septic system.
➢ This product does not replace the need for a regular program of inspection and maintenance. This includes
having the tank pumped out when the volume of sludge and/or scum occupies one-third of the tank's liquid
capacity.
➢ A copy of this approval letter and the manufacturer's pubiished installation inshuctions shall be supplied to
the owner of these devices. See attached.
➢ These devices shall be installed by a properly licensed Wisconsin plumber.
➢ A Sanitary Pertnit shall be obtained from the county in which these devices are instafled.
D High sVength and/or commercial applications and requests for downsizing of the required soil disVibution
area (Table SPS 383.44-2 Wis.Adm. Code)and/or vertical separation (Table SPS 383.44-3 Wis. Adm. Code)
based on fhe pertortnance of these devices shail be on a site-specfic basis via the POWTS plan review
process.
➢ For comme�cial use in establishments with food service, full-service restaurants, and similar facilities, state-
approved grease interceptor of an acceptable size and Veatment performance shall be installed upstream of
these devices to bring influent wastewater parameters to acceptable levels.
SB0.10564-E(N.1057) File Ref: 15010�01.DOC
Knight Treatment Systems Inc.
April 6, 2021
Page 2 of 2
eSLA PTO No.: PP-042100004-PTOWINTD
➢ Prior to installation of this product, plans and specifications must be submitted to the department or to an
approved agent municipality for review and approval in accordance with s. SPS 382.20 (1)of the Wis.Admin.
Code. Written approval for the plans and specifications shall be obtained prior to installation of the product.
➢ The outlet baffle of the septic tank,which has this product installed, shall have an effluent filter installed
capable of filtering particles of'/o-inch or larger in size.
➢ An access opening of suffiaent size to allow installation, inspection maintenance and servicing of this
device/product must be provided. This access opening must terminate at or above grade.
➢ The�iepa�tment may require metering or monitoring of the effluent from this product to evaluate the operation
and compliance to SPS 383.44 effluent quality parameters.
% The bacterial inoculant shall be replaced at least annually.
➢ The owner is responsible for maintaining and testing this POWTS product verifying it complies wfth code
effluent quality parameters.
➢ These devices are approved to Veat the maximum daily wastewater flows spec�ed in Table 1
Model Maximum Dail Wastewater Flow
WK-40 750
WK-78 1200
WK-150 2000
.K WK-200 2400
� This approval addresses residerrtiai strength waste only. These devices are approved to Ueat residential
strength wastewater within the parameters dispiayed in Table 2:
Influent Wastewater Parameters
CBOD 30-da avera e> 100 to<_300 m I
TSS 30-da avera e>_ 100 to 5 350 m /I
TN 30-da avera e z 50 to s 70 m A
CBODS=nRarmwu datlwm!urY9m�MmmE.SEN trm
iss=mmi.wpr�mavo�m iu=mw,��vopa„
�M•�V+�w�wer
D If these devices receive residential wastewater, and are granted downsizing and/or vertical separation credits
as allowed i� Tables 383.44-2 and 383.44-3, then these devices shall produce an effluent quality meeting the
maximum monthly averages displayed in Table 3:
E(fluent Wastewater Parameters
BOD A FOG m t TSS m I Fecal Coliform cfu/100 ml
s 30 5 30 s 30 5 10,000
eoos=e m�en.r�n e.nisd.snw rn
ew�m mi=mimr�w wn oe.im�,aarois
rw=mma.o.�a.m. Foc=�m.a:.�a�.
�w+-mvp.��ooiwr
The department is in no way endorsing this product or any advertising and is not responsible for any situation which
may result from its use.
Sincerely,
Glen W. Schlueter
Plumbing Product Reviewer
Department of Safety and Professional Services
Division of Industry Services
Bureau of Technical Services
(608)267-1401 Phone
gfen.schlueterQwi.gov E-mail
7:45AM-430PM CDT M-F Work Hours
�j �
�
i ,, / � -- i���[���
. � �,�
s
w�� � 4 ?�??
281 Co. Rta5lAfOswego, NIY 103�126 �O�'AG,d���7;;,�U�'��"�T�N
1-800-560-2454/315-343-8521 /Fax 315-343-2941
www.knig httreatment.com
July 14, 2022
Mr. Ryan A Strand, Designer
10571N Town Industrial Park Rd
Hayward WI 54843
Re: White Knight MIGT"" Sizing & Suitability Confirmation / Louie's Landing POWTS Design
To whom it may concern:
I have reviewed the Onsite Wastewater Treatment System Replacement System Design that
would serve the Restaurant/Bar located at 10995N Louie's Landing Road, Town of Round
Lake, Sawyer County Wisconsin, which includes the use of (1) White Knight Microbial
Inoculator GeneratorT"' Model WK-200 for Wisconsin Licensed Designer Ryan A. Strand.
Based on the information provided with a design flow value of 1614 GPD. I am pleased to
confirm that the proposed number of units, (1-Model WK-200), installed in combination with the
residency time provided by the pretreatment tanks is in compliance with our manufacturer's
sizing parameters and guidelines to achieve highly pretreated effluent.
It is important to acknowledge that each onsite wastewater treatment system will develop its
own individual and unique operational personality and characteristics that will continually
evolve with time and fluctuation of user input.
With that said a change of intended use, increased hydraulic or organic loads or other
operational change may require the use of additional White Knight MIGT"" units in the future.
Please feei free to contact me directly with any questions or concerns. As I am frequently out
of our main office calling my cell phone at 315-575-4676 is the best means to assure a prompt
reply.
Thank you for your time and consideration.
RespectFully,
�i����
Mark C. Noga, President
Cc: File
- USE BLACK INK ONLY - � � � � � ������ �I'�
(I �� I �II� I I ��I �
� 0 6 J �
POWTS AGREEMENT T.Y� :Q03�26�
for Aerobic Treatment Unit (ATU) Servicing �4oi��
This agreement is made pursuant to SPS 383.21(2)(c)(5), Wis. Adm. Code �AULA CHISSER
REGFSTER �F DEE�S
Owner's Name(s) as shown on deed: �AWYER COUNTY, WI
� �o� v� w � �ro��� 0��13/ao22o�:osa�r
' RE�OR[3IidG FEE 30.Of�
Parcel Identification Number: �`
(12 Digit Legacy ID) Q,� I - � �D 1 - � � - � � li V (����c�: �
Legal Description of Property:
- SEE ATTACHED SHEET -
We acknowledge that application is being made for the installation of a holding tank(s) on the
property described on the attached sheet.
Return To: Sawyer County Zoning and Conservation Administration
10610 Main St. Suite 49, Hayward, WI 54843
As an inducement to the county to issue a sanitary permit for a POWTS equipped with an aerobic treatment unit on the
above described property, we agree to do the following:
1 ) The owner agrees to conform to all applicable requirements of SPS 383, Wis. Adm. Code relating to aerobic treatment
units and the maintenance requirements for the proposed POWTS (Private Onsite Wastewater Treatment System)
technology.
2) The owner agrees to maintain a contract with a licensed POWTS maintainer for the life of the system. The POWTS
maintainer will perform periodic inspections and maintenance as required by the manufacturer and the department,
including, but not limited to: the blower, electrical controls, treatment unit operation and sludge depth. These
inspections are to be scheduled every 6 months for the first two years of operation and yearly thereafter.
3) The owner agrees to contact the POWTS maintainer immediately upon any malfunction of the treatment unit and to
maintain the unit so as to not create a human health hazard as described in s. 254.59, Stats.
4) The owner recognizes that the county, department or POWTS maintainer may make periodic inspections of the
components to complete performance monitoring of the unit.
5) The owner or the owner's agent agrees to report to the department or designated agent at the completion of each
inspection, maintenance or servicing event in a manner specified by the department or designated agent within 30
calendar days from the date of inspection, maintenance or servicing.
6) This agreement will remain in effect only until the county office responsible for the regulation of private onsite
wastewater treatment systems certifies that the property is no longer served by the aerobic treatment unit. In addition,
this agreement may be cancelled by executing and recording said certification with reference to this agreement in
such manner which will permit the existence of the certification to be determined by reference to the property.
7) This agreement shall be binding upon the owner, the heirs of the owner, and assignees of the owner. The owner shall
submit this agreement to the register of deeds, and the agreement shall be recorded by the register of deeds in a
manner which will permit the existence of the agreement to be determined by reference to the property where the
aerobic treatment unit is installed.
- Onl one owner si nature re uired - �.�+�� � � � � F�/��� ACKNOWLEDGMENT
Own ' i natur �`'.-` ..••••.
g , '� `> •�• '°•• 'Qr�,�Stateof: �i �S � bns; I'�
'°�`@°'-�'' .;'f'
� ';� '�-r ��� .. �ounty of: ��l u�UQ �I``
wner s Name (Print): P ����i� r � , � �R -� � �-
�� ; 1 � , , ; � � � : �ubscribed and sworn to before me on this
�JO[�+J n+i�i � �C��'t ���,,`( � t�e„_,
Date: �• E " L� <'� `" /3 day of � ut � , 20 1-2,
2 / zj �,2 'f�-�'�'`-�..a. .•• G a���Y �Owner's Name): �� l.J� ,QI'� �,�n
Drafted b ? C � , p,; ��a Notary Public Signature: �D
y� ���� � �a �s � Notary Public Name (Print): ��.s�,, f}c�,� f� �w'�y
�
My commission expires on: /- 6 -„20 ��'
Notarlal Officer by Wis. Stats.
140.10 (1} (f) and (2) County Clerk
Personal information you provide may be used for secondary purposes [Privacy Law, § 15.04 (I) (m)] Rev. 03/26/13
Unit Eleven (11) of Louie's Landing Condominium together with said unit's undivided interest in the common
elements, atl in Louie's Landing Condominium, a condominium declared and existing under and by virtue of the
Condominium Ownership Act of the State of Wisconsin and recorded by a DecIaration as such condominium in the
Office of the Register of Deeds for Sawyer County, Wisconsin on November 26, 2007, as Document No. 350491.
7/11/22,4:56 PM State of Wisconsin-Dept ot Safety null Servicas
ON�N.
� r
� _.. , r :� .... �..... .-
3.��c - _ ... .,s a i�.a�.._i ..✓ ' �i ;
�'���`` e-Payment Services �
Exit
Confirmation
You must click the"Exit"link in the upper right comer in order to return to the agency's website.
Please keep a record of your Confirmation Number,or orint this�g�for your records.
Confirmation Number WISCOM040727962
Payment Detaiis r s--,i- � ;
IJ; � _..i_Js_. � l
J'' " _
� I
� �
Description WI DSPS 11 ?O'�2 �—
DSPS Shopping Cart �U�- 1 2 � .J
https://apps.commerce.wi.gov/shopping/ —=—.
Payment Amount$85.00 SP.���M�y!j�RqTION
ZpplING AD
Convenience Fee$1.70
Total Amount$86.70
Payment Date 07/il/2022
Status PROCESSED
Payment Method
Payer Name ryan strand
Card Number'9988
Card Type Visa
Approval Code 430892 �
Confirmation Email redryanseptic@gmail.com
Billing Address
Address 1 10571N town industrial park rd
City hayward
State WI
Zip Code 54843
� �- �''�
_ � .
httpsJ/epaymenLepymisendce.com/maiNpaymentconfirmatloNpaymentConfirmafion
1/1
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281 Co. rRta51 Af Oswego. NY 13126 rRAT��l1�
1-800-560-2454 / 315-343-8521 / Fax 315-343-2941
r,;�rv� knighttre a!irter,t cor*�
White Kniqht MIGT"' Maintenance Guidelines & Recommendations
Every onsite wastewater treatment system, be it a simple septic system or the more advanced
treatment technologies available, need routine periodic maintenance to operate properly for the
protection of public health and the environment.
The following White Knight Microbial Inoculator GeneratorT"' Maintenance Guide & Recommendations,
in addition to the accompanying Simple Sample Service Contract and White Knight MIGT"" Service
Visit Report Form are being provided to assist service providers with the successful accomplishment
of this task.
1) Typical Routine Residential Service is conducted - � .
at a minimum annually and is recommended to be
conducted at 6 months intervals for the initial year ',�I z �_ . ��� � � �= °
,� � =. h.`
� ,.,, a:- �� ����
of operation through a maintenance contract with a , ; •r � �,��
qualified provider. Commercial / Institutional system _ _,t
requirements in addition to heavily loaded �` '`
.P
residential systems will vary and must be tailored for ��`� �Y'�� �� � . 1 � ` ':�� �,�,w, . ;
,r.
each specific application however basic service _ g .x � 's� �
�.,: �,.
procedures remain the same. Approximately two � � ����x` > ° `�
, _ ; y
weeks following the White Knight MIGT"' installation � - f�y � "� "� f° �; w ��
��
a follow up visit must be conducted by the installer _ " '� �',9' _ 4�'�`
and re-inoculation performed. The second IOS- ; � �. � . g. � � k.�
< y � "" ,�
500TM inoculant packet that was shipped with the �°" :� �'�� ' ���"�k`�� ,� �'��"s
White Knight MIGT"' is used for this purpose. ��` �f�� ;�, �- - ' �s� °-` �����'�� �
,,.. ° �'s �=s �^�w��'`� �,�€�;-��r �r
;*'�;,,,t�, �� .�: � r.� , +� , ��
Following installation routine service must be � `� "" �k ���
� ��-" x, � , tr
conducted at the scheduled intervals with re- �� ����� � -� - ����'�� _ � � "`����
� � �� ���� ,, ; ��,� ��� �
inoculation occurring at least annually. y= � � �` �°��;��,� � " ��> ��� �`'��
�'. � . = � ��::
� { y� 's� {ht' i s �. �M �¢�v.3 Y rct �}�T�
�. .
2) Upon removal of the wand the packet should °����-� �� � ,� � � d` � .��a, �:"� � ¢��� :
^ I"'D}�i � Y w � �
exhibit brownish colored biofilm. This biofilm may '� � `� . � * w� ��
also form on other system components. The bubble " � =�''�Y�
�". ,�� ��dt't"�:a
pattem should be robust and rolling, as it was when � - � �+�,�
the unit was first activated.
3) Wearing proper personal protection equipment, remove the old inoculant packet from the wand,
open the packet and empty its contents back into the tank. Do not throw the used inoculant sack
back into the tank, pface the sack and the removed zip ties into empty the pfastic bag that the
replacement packet came in a dispose of properly. Affix new inoculant packet to the wand and
reinsert the wand into the White Knight MIGTM tower.
4) Effluent removed from the flow stream of the �w���j�
White Knight MIGT"^ and placed into a clear "
container should be translucent and light in color
with an ap�arance similar to that of"Lemon
Aid"with no offensive odor.
5) As part of each service visit a '/z"diameter ,
pole or ridged plastic tube with sharp edges - �-.� `
removed should be inserted down through the �;�-`mv $ `` � m
�..;�;-��,,
media column of the tower and the diffuser
membrane gently bumped several times while in
operation. Biofilms will form on the membrane,
which can reduce fine bubble production if :, .�,, I
allowed to build up. "Bumping"the diffuser � �ry T :
breaks free most biofilm. a��
ti � � �� �' f`,
t ,�:
6) As an efficient enhanced biological treatment ,� � �, .
process the White Knight MIGTM rapidly digests _
organic solids within the tank however any � � _ ,.
- � � �:_'��,�' �
visible inorganic materials such as feminine , � ,�
hygiene products, wipes, etc. must be removed � � '� '� ��:` .j''`
and disposed of properly in order to assure _ - � ��. ' ' .��,
proper perFormance. � _ " �, y , ��.��`x�:, ,,�..: ,��;�� t
, .� �..�
7) The effluent filter must also be checked. It ; ,�
should appear relatively free of undigested ,;: � '
organic materials and will typically have light � �.�
brownish biofilm on it. Inorganic materials "�' '
should be removed and disposed of properly. Do '
not remove the beneficial biofilm. �� .�=
� ; _ .
`,��
8) The tank must also be checked for the '` v �� "� - -
accumulation of settled solids as part of the • _`���� . ,-,; :
routine service procedure. Due to the aggressive `� �° � �-.
��:�t` r
nature of the White Knight MIGTM biology the s, � �
frequency of pump out of accumulated solids is ��'�
significantly less than that of a common septic
tank. Complete pump out of the tank should be �
perFormed when setNed solids approach 18" in ;�
depth. '`""
� Jr
� �
9) The air pump's air filter must be removed and
cleaned annually unless unusual dust conditions '
exist. The foam filter is easily cleaned by washing
in a mild soap and water solution, rinsed and
.�:'�'"3
,a,�:.� �
` t ��` `,?'
;���� .�"� � ���
allowed to dry. Cleaning and rinse water should be disposed of at the iniet side of the tank.
w , � �� �-s A �
10) The Absorption System should be inspected for
sign of any breakout and its condition duly noted. : �'� � _ �.-�,.;.,
��� -w ' :=�
T _ �
�,�._ '� ,.��� .�..
11) If present, Distribution Box Riser(s) or �s
- ,� $r �
Observation Ports should be opened and the depth 5 �,�:�- � -� �
,� �
of any liquid within them Box recorded. Observe ��� �
personal protection procedures and clean the : � �..��� �`����x ��: �4} � ��
measuring instruments with a disinfectant - � ; _` r �
immediately following use. ',�; ��- ��� ,� ��
M� ':,� , �' � � ��
�.��:,�;�` �*'�`.; :�v , . ` � . ..t�
� • �►�.�,¢ �� v. ;r;. ..
��'�s .y,s �# r. �
12) Complete the Service Visit Report. Leave a copy � . � 5.� . „��:;
with the client and file appropriately. Alert client to �,`�� ��" � r rx , �� ��'_� ` �,
any unusual or operator caused issues discovered �`,����'���, ���' � E'
,t ;
s u c h a s n o n-b i o d e g r a d a b l e s b e i n g fl u s h e d, t h e n e e d ��,��`��' '���= i °�� '� '
� ;r 1� '
to coordinate a pump out of accumulated settled �y� "'= ° ��' � '� ���
, h d �� �* ,:� .°. .
S O I I C I S a t n e X t S e N I C e I f l t e N c l l, e t C. ���� "�,c�-y r� �a�'� ' �:,�,c�. ,� �`' :
���;�J`��. � �i�x.l=�-
, t `l> F+' '�s, � "�'� "
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t� � � �r�� ' �Y�♦ .y�`. k' � �,
� �`"Y � * .. sa �'�i:¢i''r'e,,�' � �+�`.;�
� ��`$'+ �_��r,�.�j �'"�4��R ��,�'
Sn2a�s-'��e t y � � � �
,`�i�-'�r�'�a�������� ����"y''`'� `' � p.
�..�s� +7..�s , �f/'� +��.: i�����
O 2020 Knight Treatrnent Systems Inc. All Rights Reserved
ONSTI'E WASTEWATER TREATMENT SYSTEM SERVICE AGREEMENT
S ��� �CJ r/ccJ�'1 ("Customer")
agrees to contract with �c_ I'✓ L-P ("Company"�,
who will provide maintenance services that are in compliance with the Manufac[urer's Recommendations,
attached as"Exhibit A"at approximately 6 montl�s iMervais for the onsite wastewater treatment rystem's
White Kni ht MIG Mode�l W1K2�0/0 pretrea[men�twy mponent/°wned by C/u�stF mer a�d located at / r�
��%%'i // ��1J[i/..<,C �"Xiz-YIC�i/!l Y.lY. �dL2�lLl�`J�[Y�Lr�,����0 y?
�
The content of this Agreement only addresses the arrangement to provide the services that are specified
within under the following conditions.
1. It is understood,and agreed to by both parties,that any other services or obligations that are not
expressly stated within either of these documents are excluded from the stated terms of this
Agreement.
2. Additional services not identified or defined wRhin this Agreement to be perfortned by the"Company,"
will be produced in an amended document to the original Agreement by the"Company,"reviewed,
and signed by both parties.
3. The"Cus[omer"will pay to the"Compan�'within 30 days of receipt,the quoted Service Subscription
Fee according to the tertns of the Agreement,based upon the rates that are in effec[at the time
quoted.
4. If another agreement exists in writing between"Compan�/'and'CustomeP covering such services at
the time in which the new agreement is prepared,then the mos[recent agreement shall be considered
the valid document.
5. Validation of Property Ownership.
a. In signing this Agreement,the"Customer"does validate ownership to the Property,or responsibility
for the management of the Property,as well as the septic or onsite was[ewater treatment system that
is subjec[of this Agreement.
b. Further,the"Customer'agrees to defend,indemnify and hold the"CompanW'harmless from and
against any and all demands,actions,claims and damages,inciuding without limitation the
reimbursement of the Compan�Is reasonable attorneys'fees,arising out of or relating to Customers
breach of its representatio�and warranty of ownership of the Property.
6.Term and Terminotion.
a. The term of this Agreement shall commence on Effective Date(date�,and continue in full force and
effect for a period of 1 year(the"Initial Term").
b. The Agreement shall renew automatically upon Companys receipt of service subscription renewal
payment for successive 1-year periods without further action by the parties("Renewal Term"),uniess
either party sends written notice to the other party not less than 30 days prior to the expiration of the
Initial Term or any Renewal Term.
c. The"Compan�'may also terminate this Agreement,upon 30 days notice to the"Customer,"for any of
the following reasons.
(i) The"Customer'fails to pay any service fees or other charges due ident�ed wRhin this
Agreement in a timely manner.
(ii) Any breach by the"Customer'of any of the provisions contained in this Agreement and the
Contract Documents.
(iii) The"Customer'fails to follow any of the recommendations made by the'Company"regarding
the management,repair,maintenance,or replacement of the onsite was[ewater treatment
system,or its mmponents.
d. In the event either the`Customer'or the'Compan�/'terminates this Agreement,[he"Company has
the right to remove any and all equipment or other materials then located at the Property owned by
the Company.
e. Within a reasonable time after receipt or delivery of the notice of termination,the"Customer'agrees
to provide the"Compan�/'with access to the Property to remove such equipment or other materials.
� , a. The services contained in this agreement shall NOT include:
i. an initial inspection, review or analysis of the physical or structural condition of the
onsite was[ewater treatment system or its component parts;and/or
ii, any inspec[ion,analysis,review,recommendation or opinion relative to or in
mnnection with the sale or trensfer of the Property to any third party to this
Agreement.
b. The Customer recognizes and agrees that any third party has no right or obligation to rely
upon the services performed by the Company pursuant to this Agreement.
[us[omer 061igation and Responsibiliry.
1. In signing this Agreement,the"Customei"acknowledges that they are obligated to responsibly
operate the system according to instructions.
2. The"Customer'agrees to have the"Compam/'provide the services as agreed upon and in conjunction
with the Scope of Services:
a. To have the system serviced on a regu�ar schedule,
b. To perform all maintenance,repairs,replacementr,and,
c. To obtain oiher services deemed necessary for the proper operation and management of the
onsite wastewater treatment system.
Specifcally,and without limitation,tfie"Customer'understands and agrees that the onsite was[ewater
treatment system is designed and construc[ed to treat only a specified volume of water per day,and that an
increase in the volume of water used by the system wn cause damage to or failure of the system.
The"Customer"must operate and maintain the system in a manner consistent with the recommendations of
the manufac[urer,the original designer/contrec[or,and/or the"Company,"induding not exceeding the design
specifications of the sys[em as directed by these entities.
This Agreement does not require the'Company,"to,and expressly exdudes any repair and/or replacement of
any component part of the onsite wastewater treatment system that is under guarantee by the manufacturer.
In the event the"Compan�/'identifies a defect or other problem in the onsite wastewater treatment system,
or otherwise recommends the performance of repairs,maintenance or any other work associated with the
onsite wastewater treatment system,the"Compan�'shall not be required to perform any such additional
work,repair or maintenance unless,and untii a separate written agreement is prepared.
The separate agreement wili identify the specific work tasks to be completed and additional compensation to
be paid to the"Company,"and signed by authorized representatives of the"Customer'and the"Company."
Diulaimerof Wonanties and LimitaGon of Liability.CUSTOMER UNDERSTANDS AND AGREES THAT NEI7HER
THIS AGREEMENT,NOR ANY INSPECTIONS,REPORTS,OR RECOMMENDATIONS PROVIDED BY THE COMPANY,
ARE A GUARANTEE OR WARR4NTY OF ANY KIND REGARDING THE ONSfTE WASfEWATER TREATMENT SYSfEM,
OR ITS COMPONENTS,AND ANY SUCH WARRANTIES,EXPRESS OR IMPLIED,ARE HEREBY DISCLAIMED BY THE
COMPANY.
THE CUSTOMER UNDERSfANDS AND AGREES THATTRUCKS AND EQUIPMENT HAVE TO ACCESS THE PROPERTY
TO MAINTAIN THE ONSITE WASTEWATER TREATMENT SYSTEM.THE COMPANY WILL NOT BE HELD
RESPONSIBLE FOR THE DRIVEWAY OR APRON SHOULD ANY DAMAGE OCC�R.
CUSTOMER SPECIFICALLY UNDERSTANDS AND AGREES THAT THE COMPANY WILL NOT UNDER ANY
CIRCUMSTANCES BE LIABLE FOR REPAIR,MAINTENANCE,OR REPLACEMENT OF THE ONSITE WFISTEWATER
TREATMENT SYSTEM,OR ANY OF ITS COMPONENTS, DIMINUTION IN VALUE OF THE PROPERTY,OR ANY
OTHER CONSEQUENTIAL, INCIDENTAL, PROPERTY OR ECONOMIC DAMAGES ARISING OUT OF OR RELATING TO
ANY SERVICES PERFORMED BY THE COMPANY PURSUANT TO THIS AGREEMENT, INCLUDING WITHOUT
LIMITATION,THE COMPANV'S FAILURE TO INSPECT, IMPROPER INSPECTION,FAILURE TO REPORT,OR
IMPROPER REPORTING. THE DAMAGES AND CLAIMS FOR WHICH THE COMPANY SHALL NOT BE LIABLE
INCLUDE,BUT ARE NOT LIMTED TO,FAILURE OF THE ONSffE WASTEWATER TREATMENT SYSTEM OF ANY
KIND.
CUSTOMER AGREES TO DEFEND, INDEMNIFY AND HOLD THE COMPANY HARMLESS FROM AND AGAINST ANY
AND ALL CLAIMS, DAMAGES, LOSSES,COSfS, LIABILRIES OR EXPENSES ASSERTED BY ANY THIRD PARTIES TO
THIS AGREEMENT RELATING TO ANY WORK,RECOMMENDATIONS OR OTHER SERVICES FURNISHED BY THE
COMPANY PURSUANT TO THIS AGREEMENT.
. , CUSTOMERFURTHERAGREESTHATTHEMAXIMUMLIABILITYOFTHECOMPANYARISINGOUTOFTHIS
� AGREEMENT,THE SERVICES PERFORMED BY THE COMPANY,OR THE RECOMMENDATIONS MADE BY THE
COMPANY,SHALL BE EQUAL TO THE ANNUAL FEE SET FORTH IN THE CONTRACT DOCUMENTS,OR 5500,
WHICHEVER IS GREATER. A HIGHER LIMIT OF LIABILI7Y IS AVAILABLE ONLY WITH AN EXPRESS AGREEMENT IN
WRITING AND THE PAYMENT OF AN ADDITIONAL FEE BY THE CUSTOMER.
lirtegroted Agreement.
This Agreement ronstitutes the entire arrangement between the parties,and there are no Agreements,
understandings,restrictions,warranties or representations between the parties other than those set forth
herein or herein provided for. All prior or contemporaneous negotiations,Agreements,understandings,
statements,representations and warranties are merged into the terms hereof and are superseded hereby.
Choice of Low.
The interpretation and enforament of this Agreement shall be governed by the laws within the State of
Wisconsin.
Amendment ModiJ'ication and Waiver.
This Agreement may be modified or amended only in writing signed by the"CompanW'and the"Customer."
Third Porty Beneficiaries.
The rights,responsibili[ies,and o6ligations of this Agreement are personal and specific to each of the parties
and shall not be binding upon or inure to the benefit of any third party.The"Customer"and"Compan�/'agree
that they do not intend,by their performance of this Agreement,to confer any benefrt,right,or entitlement
upon any third party. The"Compan�/'assumes no responsibility for any third part/s reliance on any of the
services,analysis,review,or recommendations provided by the"Compam/'pursuant to this Agreement.
Mediation and Arbitration.
The"Customer'and"Compam/'agree that,at the sole option of the"Compam/'any claims or controversies,
demands or causes of ac[ion of any kind or description arising under or relating to this Agreement,or relating
to the interpretation of this Agreement,shall be resolved through mediation and then,if necessary,binding
arbitration in accordante with the Conrtruction Industry Rules of the American Arbitration Association.
The"Company'agrees to furnish management and labor for the sum stated in the Scope of Services
(6chibit A)attached to this agreement.
Upon signing this agreement,the parties hereto have caused this instrument to be signed and sealed on the
day and date written below and at the address first written above:
Date Company �
/
7��� —�'�✓'(�- By: .s.-� �
Date Property Owner
� -i�-- �d�2� BY��i �.�azr�,—
CQ File
Attachments: Exhibit A"White Knight MI6 Maintenance Guidelines&Recommendations"
� vwiv vr KVUNll � LAKE
SE i /4 SEC. I 4 T. 41 N. R . 6 W.
� J
13.1
14.2 14.15
13.2
1 .13.3
J �
14.4 13.5
- 13.6
4.13 - -�
13.7
� �
1414 13.8
14.7 14.6 13.9
13.10
I 4.10 14.9
l-I�OO,�'E
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i
� LOUIE'S Lf�iv���iG CONDO-
�
is.a �
I
i�i�iii ii�ii iiiii�iia iiiii iiiii iiii iiii�iiii uii
349501
PAULA CHISSER
REGISTER OF DEEDS SANYER Cq1NTY, MI
10/09/2007 09;05AN
rtcc rEc: ��.00
PG6E5 1
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� BEING ALL OF LOTS 2 & 3 CSM #7480, V.29 PGS.322-323. '�03 I —
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�T DESIGNATED AS A UNIT � 'O `�``
COMMON ELEMENT (L.C.E.) NOTE: I �
CONSIDERED AS PART PARKING FOR ALL UNITS �''
SHALL FALL WITHIN THE L.C.E. `° `""�
COMMON ELEMENT. � , �,�i
OF THAT UNIT. d^. �/
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I� STORAGE AREA I
UNIT 11 LC.E. I I I
I FOR RENT �
� _ ,80. Lo��,
_ _ _ _ _ _ _ _ _ _ � � i '30
ABOVE GRNC �q5 �B'
UNR �� �.45 TANK � PUMP �
LIMITED COMMON ELEMENT o
BAR dc RESTAUR4NT '
, INCLUDES BOAT LAUNCH /-� I P��ES
AND NON—DESIGNATED DOCKS. /-
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FUTURE �aunou � UNIT 11 1
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//
NOR7n LWE CSM. }�2106 ��� 67. � 64.86' �— — — — — — -
i /
"�11.1�':�-'
�
Office of
Sawyer County Zoning Administration
10610 Main Street Suitc 49
�������� i Hayward, Wisconsin 54843 � _.
��ER Cp �� (715)634-8288 � +-" , • � .-_
G �I FAX (715)638-3277 /�-���� � / � /�{�
��:' 'L I i {C4 f('��� 5 j I �c--- .�.
� Q __ d I �vww.saw�rc ount �u�.org i ( --� ��! � }i r!r,`.1�
�Vl; � � � _ ` �C � F.-mail: zonin .� 5ec(�usawycrcountygay.or� . � i :! � � ` �:�_ '�/� �
� � � = o � Toll Frec Courthouse/General Information 1-1i77-G99-4110 � /�
,�� ,. � _ ��Z � 2 �r� � lt' �
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.Y
SAWYER COUNTY SANITATION DEPARTMENT
TEMPORARY EMERGENCY TANK iNSTALLATION APPROVAL
PROPERTY OWNERS NAME: ���� �ro �v�
TOWN OF: ���n�� ���
ADDRESS: ���1 � � N ��„ ��es (��1 � � '
T, � _ ��!„� � � �����/� , a Wisconsin
Licensed Plumber, authorized by the owner, do hereby acknowledge that I am receiving
temporary approval to install a septic tank/llolding tank without a soil and site evaluation,
or existing system evaluation, and private sewage system plan review due to inclement
weather and/or health and/or safety emergency.
Further, I acknowledge that a soil and site evaluation, or existing system evaluation, and
private sewage system plan review will be conducted by the deadline stipulated by the
pei�rnit issuing agent, or as soon as weather conditions or circumstances permit. If the
privatc sewage system is found to be failing as defined in s. DSPS 381 .01 (92), Wisc.
Adm. Code, corrective measures will be taken as such that the private sewage system
complies with all applicable requirements of chapter DSPS. 383, Wis. Adm. Code,
within 90 days of this agreement.
I further acknowlcdge that failure to comply by obtaining all necessa�y permits after the
deadline date may result in the issuing of a citation, under Section 11 .3 [2) Sanitary �
Permits], of the Sawyer Couuty Citatiou Ordinance.
DEADLINE FOR THIS AG EN'f SH �I �`� I -2�
Signed: � ���
Date: ( ��-- l� �
Accepted by:
Date of temporaiy emergency approval: 7 � � o�
Rev. 03/26/13
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