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Home My WebLink About024-741-33-4405-SAN-2023-003 _ Department of Safety c°°°`y (n � = & Professional Services, � � S� = Sanitary ermit Nu e (to be filled in by Co.) � _ _ Industry Services Division ,..,. - �i��i � =�� Sanitary Permit Application s`Qa`° '��°°'�°``°°N°mbei —(' w In accordance with SPS 383.21(2),Wis.Adm.Code,submission ofthis form to thc appropriate govemmenial unit ` w� "'0'�-��O U � ` \ is required prior to obtaining a sanitary permit.Note:Application forms for sWte-�iwned POWT'S are submltted to Project Address(if different than mailing addrass) � the Department oi'Safety and Professional Services.Personal information you provide may be used for secondary purposes in accordance with the Privacy Law,s. 15.04(1)(m),Stats. � I.Application Information-Please Print All Information �xL-��'�. Property Owner's Name Parcel# ��(�, 5 C � a�� -�N J - 33- �u o� Property Owne s ai ing Address Property Location . W Gevi-�et-�� City, tate Zip Code Phone Number �'/,,�__�_'/a, Section_�� IL Ty e of Building(check all that apply) L�� T �� N R E o ❑ 1 or 2 Family llwelling-Number ofBedrooms Subdivision Name Block# �Public/Commeroial-Describe Use 7� �;��e,�fe � �i .�J �rrn,�� ❑City of ❑State Owned-Describe Use ` CSM Number ❑Village of ,_ �Town of ��(�� l�K-b'tE� 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 if a licable.) A. ❑ New System Rep►acement System ❑ Other Modification to Existing System(explain) ❑ Additional Pretreatment Unit(explain) � B. ❑ Holding Tank In-Ground ❑ At-Grade ❑ Mound ❑ lndividual Site Design ❑ Other Type(explain) �(conventional) C• ❑ Renewal Before ❑ Revision ❑ Change of Plumber ❑ Transfer to New Owner ist Previous Permit Number and Date Issued F,xpiration o3- �� 3��(�p3 IV.Dispersal/Treatment Area and Tank Informallon: Design Flow(�d) Design Soil Application Rate(gpd/sf1 Dispersal Arca Required(s� Dispersal Area Proposed(s� System Elevation 5 .�a� l � ?� �c� ' Capacity in Total S�of Manufacturer Tank Information Gallons Ga]lons Units p � o � � New Tanks Existing Tanks � o � � � p � � ur iC i5'b 3�O�cC� a" t� v� � v, i.t. t� a Septic or Holding Tank Q Q � �� '� DosingChamber ;y��c �,�� a (�r , �p ��••��^ � W V.Responsibility Statement-I,the undersigned,assume responsibility for installation otthe POWTS shown on the attached pians. Plumber's Name(Print) Plumber's � ature MP/MPRS Number Business Phone Number �/� �r ` � l ' �O�.� Pl m e s Address(Street,City,State,Zip Code) � �J�" � � �� 'Y1, y'�--��. �' � �} 1� � VI.Cou ty/Department Use Only � Permit Fee t)ate Issued Issuing Agent Signature �A o e ❑Disapproved . . �,,, $ ��,� , - ;�, i.�: ��.;��:��-�.�� ❑Owner Given Reason for Denial Conditions of Approval/Reasons for Disapproval p , 5; � �!; �'�` �' � � ;.;L��5__��"::;; � ,;� ��C_.. " �` .�3 �, ��;``i ��i� I �rr�► � � JAN 17 ��23 ;___ L � Chk# i�w _� C 5� 03 -3�3 � RC�.�`�. .� 1 I IS3 SAVd'YER C��i,3-E-�; .: r1�i� Z9�IING ADMINiSTR�'_trv� Attach to complete plans for the system and submit to the County only on paper not less than 8 1/2 x ll inches in si�e NO R`FUI�DS AFTER CBD-6398(R.03/22) ��,g��OF PEhNIT ;��K I 1/j`i Wisconsin Department of Safety and Professional Services -- \ '%� Phone:608='66�I 12 Division of Industry Services ',`� Web:hitp �l,l'`.�`7 ga� 4A22 Madison Yards Way �� ,�_� EmaiL'�I:1�• r��i,��,r�.in_�� ro�oX�3oz �"�� P �`i Madison,wt s37o7 ��;; S ;`;� Tony Evers,Governor ,,. ,, � _, , �r,, _--��;' Dan Hereth,Secretary {��II)�. January 13,2023 CUST ID NO.: 798301 Identification Numbers RYAN A STRAND Plan Review No.: PWTS-012300072-C ]0571N TOWN TNDUSTRIAL PARK RD Application No.: DIS-122258697 HAYWARD,WI 54843 Site ID No.: S1T-1 10338 Please refer to all identification numbers in each correspondence with the Deparhnent. CONDITIONAL APPROVAL Condltionally APPROVED PLAN APPROVAL EXPIRES: O1/13/2025 DEPT.OF SAFETV AND PROFE$$IONAL SERVIGES DIVISION OF 1 STRY SERVICES MUNICIPALiTY: TOWN OF ROUND LAKE SAWYER COLTNTY ----.-___ __ __ __�_ SEE CORRESPONp CF SITE: ROBINS NEST 11014W CTH HWY B HAYWARD,WI 54843 FOR: Desi�n Wastewater Flow Value: 2970 Pressure Distribution Component Manual -Version 2.1 (Restaurant and Residence) (May 2022-2027) Maintenance Required: Effluent Filter In-ground Component Manual-Ver. 2.1, May 2022-2027 (2) 150 WK Treatment Units SITE REQUIREMENTS • A fi�ll size copy of the approved plans,specifications,and this letter shall be on-site during construction and open to inspection by authorized representatives of the Deparhnent,which may include local inspectors. A Department electronic stamp and signahire shall be on the plans which are used at the job site for construction. • The deparnnent may require metering or monitoring of the effluent from this product to evaluate the operation and compliance to SPS 383.44 effluent quality parameters. � • "A valid maintenance/servicing contract is required for the life of the system. A copy of the initial warranty or contract must be su mitted to the county pnor o issuance of the sanitary permit by the permit issuing agent. 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. • This system has been designed and sized based on effluent yuality of less than 30 mg/L for both BODs and TSS. Once the system operation has been established a test of effluent quality is required and the results shared with DSPS personnel,and Sawyer County Zoning personnel(if requested). Should results show higher levels than the above,modifications may be necessary to achieve the aforementioned 30-30 mg/L. • The control panel used in this system shall be capable of recording system events,such as pump run times,pump cycles,and alarm conditions.The flow data shall be analyzed at the time of servicing for the WK-150 units,annually,or as required.If the system is found to be receiving more wastewater than the dose calculations are set for,the time dose settings shall be adjusted. If the system is found to be receiving more wastewater than the system is designed for,modifications may be necessary.Flow information shall be shared with DSPS personnel,and Sawyer County Zoning personnel(if requested), annually or at the time when flow information is known,whichever is more frequent. • The application for a sanitary permit shall be accompanied with documentation that indicates the installer of Knight Industries WK-150 units(2) has completed approved training or that approved training will be provided by a manufacturers' representative during the installation of the POWTS,(per SPS 383.21(2)(c)4,Wis.Adm.Code). • The applicarion for sanitary permit shall be accompanied with legal documentation that shows that all of the components requiring servicing at an interval of 12 months or less have been recorded on the deed for the property.(Per SPS �k 383.21(2)(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. • x state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required.Access to the filter for cleaning must be provided per SPS 384 product approval conditions. • A copy of the approved plans,specifications and this lctter shall be on-site during construction and open to inspection by authorized representatives of the Department,which may inciude local inspectors. �WNER 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 and Wis. Admin. Code § SPS 383.54�z,. • In thc event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. The 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. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. 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 eompliance. As per state stats 101.12(2),nothing in this review shall relieve the designer of the responsibility for designing a safe building,structure,or componcnt. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this letterhead. Sincerely, Fee Required: $400.00 Fee Received: $400.00 �� Balance Due: $0.00 Refund Ex ected: $0.00 Katie Petzel Division of Industry Services Phone: 608-574-1189 Email: katie.petzel@wisconsin.gov PAGE 1 OF 6 In-Ground Pressure Plan Index & Cover Sheet Component Manual Design References: In-Ground Soil Absorption Version 2.1 (May 2022-2027)&Pressure Distribution Version 2.1 (May 2022-2027) Page 1 of 43 Index and Cover Sheet Page 2 of 43 Description and Time Dose(,� ations Page 3 of 43 Plot Plan Page 4 of 43 Pump Settings Page 5-7 of 43 Filter Specs Page 8-15 of 43 Panel Specs Page 16 of 43 Daily Meter Readings Page 17 of 43 Testing Results Page 18 of 43 Pump Curve Zoeller 188 Page 19 of 43 Knight Industries Approval Letter Page 20-21 of 43 WK Specs Page 22-25 of 43 Tank Specs Page 26-38 of 43 Plan of existing system Page 39 of 43 Property Information Page 40-43 of 43 Management Plan and S r��ce Agreement Project Name/Description Owner Name(s):��'LG� �'�, (��1 2�'lf�phone: - - Owner Address: � � ��L{ Ll�� {�r�1�E[,cfT' Zip: �-�j"C��/� Project Address: S�kM1F Govt.Lot: _�j'_�1l4 of S�__1/4 Section .��,T '-�� N-R�E�or W,Q Township: �—' p�(� �l,c-1s�f? County: �'j�{.J�,1vr Project Parcel ID#:1(�,� (�.�tL—�7�� — 3��—�U,U� `� Designer Information Designer Name:�/��;(2L./"� Phone:�-_�� Designer Address:�(�S�(NTU�Y��r5��0 Pit/IG�. ulli�nr,cd Zip: J�1�3 E-maii: �"_ . ��'�C�� o�a�„ License Number; nPPRove� DEVT.OF 9AFETY/NU PROFESSIONAL SERVICES ReRIa�S. OIVSIONOFI STRTSERVILES �� SEECOHRESPONO� CE�� Signature: Date: ��o�Z—�a3 On�� signature required on each submitted copy. Robin's Nest • Using old fieid that was previously looked at and approved • Going with all old siiing from original plan • Updating old treatment system with new WK system to include: 1000 gal septic tank to be added to the old to make 2600, with a bio- tube filter (2) 3000 gallon treatment tanks with WK 150 commercial WK towers 2000 gallon pump tank with duplex pumps on time dosed, with Zoeller 188 pumps, along with sim tech filters tying to original force main ** We are adding bio-tube filters in the last 3000 gallon treatment tank per request of WK W�service riser K/ \ , . - � ' _ _ � �., � � ; ;- � � . � .l� � � , �-- ' a1� � J Q , l ��:_': �� f'lf��P r %`�% i i �. , �; � .�� : J � ��rt� 30�-1 , l � o t'r� ,� �. Dose Calculations - Calculated using meter data for maximum residency time and to spread out dose events. Calculating using 2970 gal daily Flow would lead to more dose events timed closer together, with long periods of "skipped" doses daily due to lack of flow. Daily maximum measured flow = 1174 gal 5X �o�d = s�3.2� 9ai. FIELD VERIFY °�a'"ba�k =� �o.� 9ai. DOSE SETTINGS Total minimum dose size = 483.37 AND ADJUST AS Dose selected = 9 inches @ 56.27 gal/inch = 506.43 gal/dose NEEDED Minus drainback = 506.43 - 110.1 = 396.33 1174/396.33 = 2.96 minimum doses to field daily Total selected # of doses to field daily = 4 doses Tntal noscihle dailv dose tn fiel�l = 15A.532 aallnns . � '/ ' � ��°` . . . ,- . ,. , , ,;ti'.Q�• -�-"�` --.' � ..r'� / / r� �5- ��'' � � � ' � i� L rJ�T l�t� F, N .�_ .__-_ '� .� , i Yr.GG . _-1 �l � �7� I - _..._.____"_'Y._ ___._,__.__ ._ _�. �liY.oO_--- -�- .�--�"'.....' � , a.� � , _ __ _ _�_'_'___ . /o.�.o—__ -^- -�U� � 1" �t� `G � � -_f _ - - - - ~1 i � / � ^ . —_._ r_� � . J �� — �� /� �i� �� i� L � �'�,, t l Y3 CG� ��— _ _ _ — — — — -� — - / � __ __ , ty�}�_. _ _�_____ .._�� -- -� q3• �_Li�.— - �,/� �.__' _ a__ . .l'.�/ .�!. _ �\ ��\ �_ , , , ;i l- �� "i t `,� � �! 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' }...c . . s �. .; 9 t� ' � - � �.;.s Y ,,�. - . r .. , � �3 :�.�y ,^ �!s , .. .. _ > � �. i�� ,.,,.....�..� i`._ � �, ,�,�' . , , � �. — '"�'�? �',_ : � I � � ; ` �` ` M � �� . � . .� ;� ..�, , �. .. . �. + •• ,-, _a � �. Y., . . ,,.,. � � l�'��,. . , ^... � ; � � `�.� �� - � � de � .. , , � ::,, . . . . , . . . F�:::. . " . . . -:.. .Ywy�, ..,- �. . g , �� . . .. � ` � �.,�..,_ �' 1 '°�1y4 . , .... ....�. In - ' ' �te to O n - Si te Ju ' � st G ot Ea � s er. The BP3189 EZ SERIES• IN-SITE° CL DATA LOGGING CONTROL PANEL is now available with wireless Bluetooth�connection for your smartphone or tablet. Now there is no need to open the panel far configuration, viewing status or downtoading data using the new EZ Connect'" Mobile App. The EZ Connect Mobile App is available for Android 4 or newer and iOS 9 or newer operating systems (recommended Android devices include the Samsung S�5 smartphone and the Nexusr" 7 table�. The Bluetooth� Smart module etiminates the need for a PC to enable safe and secure access in all weather conditions to the control panel for quick and convenient configuration, viewing status or data download. The panel utilizes the C-Level`" sensor for continuous level monitoring and records up to 4000 system events, including pump run times, pump cycles, alarm conditions, HOA settings, power outages, service calls and more. The In-Site� software formulates system data for you, creating reports quickly and easily so system conditions can be identified and corrected. COMPONENTS • 14" x 12" x 6" NEMA 4X wall mount enclosure for • Exterior alarm test/silence switch indoor/outdoor use • Alarm horn • Touch safe design/safety cover • Bluetooth� Smart Ready circuit board • Locking latch for safety provides wireless connection • Larger touch safe terminal blocks for easier field wiring • Modbus port connector(PC) • Circuit breaker(s) provides pump power disconnect and • C-Level Sensor branch circuit protection • High water backup float • Red alarm beacon (on front cover) • Redundant off float • Manual Alarm Reset (enclosure side mount) Optional mounting post available � Tank level LED bar graph indication • Pump run indication • Control and alarm power indication SJ E R H C�M B US.. FIRSTSLIPPLY Brining you the innni�atiUe products and brnnds your customers want! In-Site to On-site Just Got Easieri The BP3189 EZ Series�In-Site�CL data logging control panel is now available with wireless Bluetooth�eonnection for your smartphone or tablet.Now there is no need to open the panel for configuration,viewing status or downloading data using the new EZ Connect'"'Mobile App.The EZ Connect Mobile App is available for Android 4 or newer and iOS 9 or newer operating systems (recommended Android devices include the Samsung SCN 5 smartphone and the NexusTM'7 tablet). The Bluetooth�Smart module eliminates the need for a PC to enable safe and secure access in all weather conditions to the controi panel for quick and convenient configuration,viewing status or data download. The panel utilizes the C-LevelTM sensor for continuous level monitoring and records up to 4000 system events,including pump run times,pump cycles,alarm conditions,HOA settings,power outages,service calls and more.The in-Site�1 software formulates system data for you,creating reports quickly and easily so system conditions can be identified and corrected. This duplex panel can be easily converted to demand or timed dose in the field. Components: 1. 14"x 12"x 6"NEMA 4X wall mount encbsure for indoor/outdoor use 2. Touch safe design/safety cover 3. Locking latch for safety 4. Larger touch safe terminal blocks for easier field wiring 5. Circuit breaker(s)provides pump power disconnect and branch circuit protection 6. Red alarm beacon(on front cover) 7. Manual Alarm Reset(enclosure side mount) 8. Tank level LED bar graph indication 9. Pump run indication 10. Control and alarm power indication 11. Ezterior alartn tesUsilence switch 12. Alarm hom 13. Bluetooth0 Smart Ready circuit board provides wireless connedion 14. Modbus port connector(PC) 15. C-LevelSensor 16. High water backup float 17. Redundant off float Optional mounting post available SECT N CXXXX PUMPSTATIO� CONTROLPANEL PART 1 GENERAL 1.1 SECTION INCLUDES A. This section includes all clemcnts rcquircd to fumish and install a complete elecU-ical wnvol systcm to control, operate, and display information as indicated in the plans and specifications. The co�trol system s6a11 include all equipment, devices, winng, and incidental materials to operate the system and display or relay infomiation io accordance with these specifications. The intention of this section is to secure a complete conVot system that will operate equipment in accordance with narratives and requirements indicated in the plans, specifications, and manufacturer s literature for the equipment installed. All circuits and devices for protection of installed equipment shall he included in thc lump sum bid. 1.2 SCOPE OF WORK A. The contractor shall fumish and install with each pump station, control panel part number RP3189. 'Che pump station wntrol panel shall house the complete electrical system [o opera[e the pump station. The control panel shall be manufactured by a UL certified panel facility and shall meet all UL508A standards (Industrial control equipment). All components shall be UL recognized or listed including those suppli�d by Ihe pump manufacturer. The control panel shall be built to meet NEMA Typc 4X rating �nd shall in all respects conform to the National Electnc Code and alt other state and local codes which may apply. 13 REFERENCES A. NEMA 250— Enclosures for Elcctrical Equipment B. NEMA ICS7 —Industrial Control and Systems Adjustable Spced Drives C. UL�50—Enciosures for Electrical Equipment D. UL 9R —Disconncct Switches F,. UL 508—lndustrial ConVol Equipment F. UL 991 —Safety Tests 1.4 SUBMITTALS A. The Engineer reserves the right to approve or disapprove any and all equipment bascd upon evaluation. Approval for fabrication and mstallation will be made only after submittal and review of all shop conVact documents. Thc infortnation requued for xpproval shall include the following items and be provided[o the engineer prior to the bid date. 1. Glecfical schematics 2. Enclosurc dimensional drawings 1 3. Complete layout drawing with dimcnsions 4. Manufacturer data sheet for all componcnts 5. Complete bill of material 6. User operating manual 7. Installation instructions 8. Warranri certificate 1.5 SURSTITUTiOIVS A. The Engincer will consider proposals for substimtion of materials, equipment, mcthods and services only when proposals are accompanied by full and technical data and all other information required by the Engineer for the proposed substitution. Substitution of materials, equipment, methods and/or services is not nllowed unless such substitution has been specifically approved by[he Engineer. 1.6 QUALITY ASSURANCE A. Control panel l. Control panel shall be manufactured in a UL508A facility 2. Factory shall conduct full operational tests with appropriate voltage applied to the pancl. ].7 WARI2ANTY A. Warranty: 2-year for the control panel and 1-yeaz for thc level hansducer from date of manufacture. The wartanty shall apply to being free to defects in material and workmanship. PART 2 PRODUCTS 2.1 ENCLOSURE AND CONDUI7 A. The enclosure shall be wall moun� polycarbonate with a hineed door. The door shall be secured with stainless steel screws in addition to two padlockabte latches. The enclosure shail house all the necessary control equipment and wiring with ample space for field equipment termination. The enclosure shall have a UL Type 4X rating and UV resistant. All electrical conduits shall be routed at the bottom of the enclosure. Level sensors shall be routed in a separate conduit and not combined with pump cables. All sensors and pump cablcs shall run continuously from the wet well to the control panel enclosura Cable splicing in junction boxes shall not be allowed. The conduits wming from the wet well shall be sealed 12" below [he enclosure with the use of sealant fittings and sealing compound. Only approved sealant shall be permitted to effectively restrict the passage of gases,vapors or flames through the sealiog fitting. 2 2.05 COMPONENT AND REQUIREMENTS A. Con[rol Relays a. Control relays shall have the followm,, characteristics: b. 1-pole, 16A. a Coil: 12 Vdc d. Components shall be Schneider F.lectric Part number RPMI2JD B. Control Transformcr a. The control transfortner shall have the following characteristics� b. 120Vac/12Vac c. 20VA d. Class ll e. Components shall be Hammond Part number BD2E C. Power Relays a. Power relays shall have the following characteristics' b. pole,25A, c. Coil: 12 Vdc d. Components shall be Schneider Llectnc Part number RPF2AJD D. Controller a. 7'he controller shall have the follo��ing charactenstics b. 8-bit Microproccssor c. 60k of ram memory d. 1 frequency input for leve(measurement e. Bluetooth module shall bc conholled by an ARM processor f. Modbus scrial communication RS-4Ri g. Lcvel bar graph indicator h. Power ON and alarm indicators i. 2 x Manual PUMP RLIN push bunons j. Confottnal coating E. Audible and Visual Alarm a. An alartn hom shall be mounted on thc side of the control panel, the beacon shall be mount on[hc top. They shall be acti��ated on High-lcvel or common alarm from thc controllcr. ►f the audible alarm is silenced. [he alarm light shall remain ON until the I alarm condition is cleared. b. Submersible Level Transducer c. One submersible level transducer shall be supplied with the control panel. The transducer shall have the following charactcristics: d. 0-40' or 0-100' measuring range e. Frequency output signal (I-3kHz) f. Seated unit, non-fowling g. Large sensing diaphragm h. Pipc clamp mounting i. Component shall be a GLevel tluat-less level connol part number R 1024865. F. Back up float switches 3 a. Two mechanical control tloat switches shall be supplied with the control panel in order to operate the backup float circuihy. b. Component shall be qty. 2. 20' N.O float switch part number R1018869 Q Circuit Brcakers a. The pump circuit breaker shall be a thermal-magnetic molded case circuit breaker rated to 240V and sized according to the \EC and the load requiremen[s of the control panel. I b. Component shall bc Schncider F.Icctric/Square D, QOLJ, 2-pole. H. Pump Terminal Blocks a. The terminal blocks fur motor lead �cmiinatlons shalt be mounted on an angled and raised bracket to provide easy access for ficld wiring tertninations. b. Components shall be by Phoenix Contact, Part UT-6 for control connections and UT-10 for pump connections I. Timer a. Delay on Make Timer shall havc thc following characteristics: b. 4-pole, 3A, a Coi1: 120VACor24Vac d. Components shall be Schneidcr Ficctric Part number RF.XL4TMF7 2.08 SEQUENCE OF OPERATION A. General l. The wet well level shatl be monitored. A setup mobile APP shall enable the user ro set the span and offset of the level transducer. A level setup screen shalt be available for the user to set the Ievcl set points, pump up or pump down, or timer values as required for a simplex or duplex pumping station. B. Pump Operation (Timed Dose) 1. In AUTO mode, the pump operation shall be based on the level of the wet well, the level set points, and the Timec If the levcl is above the "Timer Enable" level, the lead pump shall start and run u�til the "Timed Dose on Interval" timer is dona The "Timed Dose Off IntervaP' interval rimer shall then start and must be wmpleted before allowing the pump to run again. The two pump, shall altematc operation when callcd to run. If the levcl drops below the"Redundant O[f' (evet, the pump shall stop. If the level rises above the "Start tead pump level" aeam, the next available pump shall start and run continuously until [he levcl drops hdow the "Stop all pumps level". Should [hc level continue to rise above [he "Timer Override" level, then the "Timed Dose Override on Interval" and thc "Timed Dose Override Off Ioterval" shall control the ON and OPF timing of the pumps. Should the level rise above the "high level alarm" setpoint. the alarm will sound, and the beacon will wrn on. If the level drops below the "high level alarm" setpoint, the hom and beacon will stop,but alarm shall remain in the alarm log. C. Back Up Float System L Should the level transducer fail, thc 2-Float switch backup option. Each float shall have designated tertninals. 2. A high-level float switch shall tngger the alartn if thc level rises abnormally high and is not detected by the level transducer 3. A low-level float switch shall stop the pumps if the levcl drops abnormally low and is not detectcd by thc levcl Vansducer 4 2.09 Mobile Device Application A. A mobile APP for iOS and Android dcviccs shall bc availablc to confgure the functionality of the pumping station and monitor the status of the pumps and alarms. The APP shall use Btuetooth wireless communication to connect and pair with the control panel 1. Functfons of thc APP a. Pump run status b. Wet well level (Inches) c. Pump Cycle counter d. Pump total hours run e. Fault(high level alarm) f High Float alarm at top of display g. Auto/ Manual run operation h. Set level setpoint i. Set dosing time� (Timed dosed mode) j. Download data log 8. Data logging L The wntroller panel shall log evcnts which shall be date cnd time stamped. The controller shall have enough capacity to s[ore 4000 events in non-vola[ile memory.: a. Pump run status(StarUStop) b. Pump run [imes c. Pump cycles d. Alartn conditions e. Power outages f. Daily totals PART 3 EXECUTION 3.01 GENERAI. A. All work shall be done in accordancc with appropriate Divisions and Section and shall bc performed in a workmanship manner. 3.02 FABRICATION A. All control panels shall be shop assembled and factory tested prior to delivery to the site. Final as-built drawing shall he made to reflect all adjustments and modifications made [o the system afrer start-up has bcen completed satisfactorily. Al] equipment and devices 5 shall be mounted, adjusted,calibrated, and opereted exactly as recommended by the manufacturer of each component. 3.03 EQUIPMF,NT INSTAt,LAT10N A. All equipmcnt shall be installcd in accordancc with approved drawings and the manufacturer's written instructions. 3.06 START UP A. Startup shall be done in accordance with manufacturer's written instructions and be completed by qualified clectrician or Authorized Enginecred Distriburor. END OF SECTION THIS PAGE LEFT IN7'ENTIONAI,LY BLANK 6 !�Rl1/ATE OR�SlTE VVASTE TREATlVIE[VT SYSTEl4�IS counry .\�� SCOI' ( POWTS) �' Department of Com�m�� INSPECTION REPORT SQw � �-- Safetyand Buildings Division (ATTACH TO PERMIT) Sanitary Permit No: GENERAL INFORMATION ��b�hs Nes� C �7'-2' d 3 , 4 ?� Personal information you provide may be used for secondary purposes [ Privacy Law, s. 15.04 (i Xm)) Permit Hoider's Name: ❑ City ❑ Viilage �Town of: State Plan Transaction ID#: Tow, C1�0. lnov� e� (�o�� l_�ke 93� 49 3 CST BM Elev: Insp BM Elev: BM Description: . Parcel Tax No: ( �(�' . �� { ' n° � � O �t � 8 NOrl.va f �y,_ p2K-�741 - 33 - �f��5 TANK INFORMATION ELEVATION ATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic S�G c��,.1 I �0 O Benchmark — �{ , 33 9 S.(,7 i O O Dosing t b O Aeration Sk-re.w Ct,w�Oo '"- 3 000 Bldg. Sewer 30, ia 65,0 ' , Holding G� �°° Z S'b p St/ Ht Inlet '3 � , S � �, � , TANK SETBACK INFORMATION St/ Ht Outlet 31.1s^ 63 �9 z-. TANK TO P/L WELL � BLDG �R ir,�°A� ROAD Dt Inlet 3 Z , Z ,�a -}- 6 3. 4Z. Septic +-SQ -{-zS �!-zS +�S NA Dt Bottom "3�, .1-1 -�K� 5'�'t •� � Installation Dosing `� �i +zS' �i NA Contour Aeration �< <i -k-2T �� NA Header/ Man. Holding ��, �t << .�-�0' �� Dist. Pipe PUMP / SIPHON INFORMATIOfV Infiltra6ve surface �•� �S'7� I-j Manufacturer z__A ,e( (.e�. Demand Final Grade Model Number � � � ��- GPM G ,Z �r.1 31 ,0 5 4• 3 ( . Lift Fric6on Loss (,� System Head S, TDH �13,t0 �.t- 3t . 3D 64 �3? Forcemain Lem 3 pp' Dia 3` Dist. To Vllell � 5 p DISPERSAL CELL INFORMATION '-E ro< < ce 5 '-} ` x l I 6. S � DIMENSIONS W 4 � L ��6,5 ' NootCe��s Type of System Manufacturer. LEACHING SETBACK p 1 L Bldg Well wat�of Nav eo d1,1� • CHAMBER INFORMATION . Model Number: t N �Yb v v�. CELL TO -�-25' �-3 00 �300 '� ,a . DISTRIBUTION SYSTEM x Pressure Systems only Header I Manifold �� Distribution Pipe(s) ,i � X Hol� Size X Hole ObseNa6on Pipes � Length �� Dia 3 Length ��y•S Dia �- Spac 1` /�,'}''� Spacing ?.33 �'Yes ❑ No SOIL COVER Depth Over Depth Over Depth of Seeded 1 Sodded Mulched Cell Center Cell Ed es To'soil ❑ Yes ❑ No ❑ Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) ' � r0�� — ►10'� w� outi� or� �( '�,� � �- P ressc� ��z,e � t,� � Ta�nK-S '�SU� G �Z � IboO S •T� ►��p"r l000�i000� (Ob0 ��'�T� �T�-�. i s M g� IZ l�K��- � --� 3ooc� C�a� . 3 cowv�r•�'w� �e••t�' �'c�K ��- ic.l e`�v 3 2 , ZS' = . Co �.�Z � � (oclC 3� , 17 ; S9S0 Plan revision required?0 Yes �No �� Z�v3J I"'� l� � �- 2 �' � 4 � -�- � Cert No Use other side for additional information Date POWTS Inspector's Signature PAGE50F6 TIME DOSINC:: >>JPLEX PUMPS SEPTIC / PUMP TANK SPECIFICATIONS u�+� (No Scale) 4'0 Venl Pipe >70 fl hom Bwlding Electrrcsl must mmplY with 12'Min.or2.Oftabrne SPS376arMNEC300 Es�abliffired FboO Elevation W��f Extentl maMde riser as necessery. (�Yplal) A�� JunCfion Box V�tl CeP �PG�o�L Jcirg Manhola IMPORTANT: ` � �mwam��eaiau�,ee Anchor tank(s)as necessary .��„aw� pursuant to SPS 383.43(8)(g) 4'Min.a 2.0 fl above EsleblisheA Flaod Elevalion Mp��) �AinigM Seel F�nished Grade �� = Ouick Disconneq � 18'Mm CAPACITIES @ 56.27 galln , crov�n Depth(in) Volume(gal) • 4 � � -* 1 A 15 844 �� w� �nnw��«��w�m Hde Apqwed Rpe 3 11 wMo B 2.0 113 sa�a c��e Mam�) [C] 9 506 D 12 675 ��---- 0 �� cJ P mP PUMP-0FF *Pump Tank Liquid Level= 38 in � �—� ELEVATION= 57.16 ft � ° INSIDE BOTTOM Force Main Diameter= 3 �in � s�ae ELEVATION= 56.16 ft � Force MOin Length= 300 ft 3'Appmved Bedtlirg Matenel Benealh Tank 110.19 Vertical Head= 31 ft Force Main Void Volume= gal � �� +Min.Supply Head= 5 ft [C]Total Dose Volume(TDV)= 506 gal/dose � +FM Friction Loss= 5�� ft (SX total lateral vad volume<TDV<02X design flow) � +(force main drainbadc volume) +Fitting Loss'_ ��5 ft '(min.supply head x 0.3) MIN.PUMP DISCHARGE RATE=�gpm =TOTAL DYNAMIC HEAD= 4�ft PUMP TANK: i SEPTIC TANK(S): Volume= 2000 gal Total Volume= 2600 gal Manufacturer: �Nieser Manufacturer(s): Wieser Pump Manufacturer. Zoeller il Install approved effluent filter at the sep8c tank outlet Pump Model: �$$ ��a,��,��,mnwrv,,, ' immediately u�stream of the num�tank iniet. ControlslAlarm Manufacturer. SJ Electrosystems 'j Filter Manuiacturer: Biotube ConVols/Alarm Model: 101 HW Tank AIeR 8,. Filter Model: Float switches containinq mercury are arohibited I • , � ' PSC-Series Biotube� Effluent Fiiters � Applications rarme Orenco PSC-Series Bioiu�E�luent Flters are designed to remove �,v„��'° solids irom effluent leaving wastewater tanks. - General �.--,. - Orer�co's patent-pending PSC-Series Biotube E�luent Fitters are used to improve the qualih/of eKtuent irom wastewater tanks.Imprwed eftluenl quality exterWs drainfield life in onsite dispersal systems and improves the performance of dovmsheam treatrnent in effluent sewers. The BioNbe filter cartridge fits Ughtty in the housing while being easy ' Biotube fitter to remove for maintenance.The passivety self-cleaning design extends �artridge maintenance cycle intervais.Flter mesh is avaiiable in 1/Sin or 1/16in (3.2mm or 1.6mm)mesh opening s¢es. The handle can be extended with PVC pipe(rrot include�for better access to the cartridge.A 3l4in(19mm)diameter tee handle is included. Models PSC50621-18 and PSCW0621-18 are NSf 46 certified. Standard Models PSCS0621-18,PSCW0621-18,PSCPS0621-18,PSCPW0621-18 � � ~ Product Code Diagram , Denector plate �� PSC � � O6 21-18-❑ u .:: T T��,��: ... ; �_��.� �Ptiatal . � B - ��a��urxs Float swi�ch . i ae = rom swrn�rar�a�a�e wr� �racket .. . ��•.-. � r�mo�coeM�� . j GnrN4e he�A1K.H yr�d. 18=iP W5� � Rter�pu9qhei9�Lhhml� i 21 -21(5� . fiin I759rn�n)fiYer damela OWet @e: ' HOUSII19 i W= mUutles�IaType 3030 atlel ��:f i S - fl6&ha51e<Oa�tlN�[e - - �t ! I Fittmeshtq�on.nymil�. j mri�= tre p1J 1 P = tp6(1.61 �.� ! PSGsai�Bot�e'elAieM IAe ,�. Materials of Construction . �{p�si�9 PVC.ABS _ Bidube f�ter prtrid9e Pdypropylene.DCPD _ Handle can�por�ds �•S�� Orenca PSGSeries Biotube Effluent Fitter DeFlectw pla�e __ � _ prencu Syytenre••8pp-3q8-gBq3•+t 541-459-4449•www.orenco.eom NtaF'-Flix Hev.3 O 0621 Ppetol2 _ � , i r--� , ; �_ , _____ � --- `�, �°�= ooa -- � ooa �o��aoa o0o aao 00 ooi.�¢,rJ o 0 0 0 � 00 °o� ,.,o;d°o°o o°o . o�o a° e:"oaS°�° °o°� . °o c o�lo� q o�o 0 0 .. o ` tl o°o o�o D A B C °�o o gjj.00d�ppo°o o°a °O c �, � ae°°o o�o 000 o c io�o 00 00 - . . I oo° oc°�'o°�Y °a o°o o° `o��,'�� o�o°o �°o 000 �o,.,�,ogoo 00 gog o°� °'�° °°° og°, ♦ � i � aoo 0 � o0oo ,��__�,q o 0 0 aa (.'o q °ob000� 1 000 000�a�oa o°o�o ol opo o�o�l� o�p0000oao '� � °o� ° a "�� Po�o o�ol 0 o°o 000 o°ad,y o0 ooa� � 1 o°o 0 0 '0°0d 0° o '� 000 o°o!°a°d o°o o°o� l c °o° ouol.°o�d o°o o�o 00o n �°� D000 ��o o�o 000l' ��000 o ' _ 0 o�o n�o��l��od o0o coo ' � 000 o'o'c bo aypo00 0°0 o 00 �,,.o°d°o 0 0�0 . � �°�° c^"i:°o�oq'�o°o o��o� � �I oao o>°e"� Jd �o�o o�ol , . o �c'1.'? a�o 0 0 0 o°o � ��, oa�ogo 000: l °oR� �,�oqp�o� oo� i II oo�'q°o°i.,.� ��o o �°o ' . �� o a � � o , � e °o° °�O '� o o e o � o°o o�'o��o°o� oco °oo� o � ,��_� o II 000 � ,� o�o oao, e�� oo,� o �000 o�, . o�a o ��.9 o a oi , �, o00 00 � a '�o 00 0 o � 1 � '9 Jocpbp ..o -i o°o o U � ti�Jaoobc�o �. o�o o� � � B �= o� j o�oo� a o�o r, D000 �oo il . o , gao � � � g�g g�o�=o a�o �_� 0 0 o°�ooa a°c: i �__�._ _ .. . _ � �° �.9ni � � �. �—__— _—_--_ �'____ �� ___ —_—_7 - + F --� Specfications Model PSCS0621-18 pg�pgpgp�_�g A_Overali height m(r�m) 22 7(577; 22](57T� — —��--- --�--.._--- — ------ B_Housmg�eight.in(mm) 21 C(533; 27 9(533) C CartriCge he�ght in(mm) 17 75(45ij 17 75(45t) � � D Outlet pipe diameter m(mm) q 5�114', q.5��q) E.Outlet height to invert,in(mm) �'3 5(343) 13.5(343J F �e8ector plate d�ameter m(mm) 6 63(168) 6.631768) Mesh s�ae m{mm) 1/8(3 2; 1/16(1.6) filter surtace area,ft'(m;' G 3(Q59) 6 3(0.59j Flav area,fN ImT7" 1 9(0 78) i 9(0 78j 'SFe�area i5 aBhretl as(he total A�nc�r arca of ad in0:.0va!Biu7u0es mfh!n!ne Mfer art�e "fbW d/cd 5 UE.�NP(ldf N.12/Oldl(¢ICIIdIPd�W3fE2 0�!�lE�IPSIIL�'1lPlIiIg5,10!]N MFifalivldUdlB�G:;.bPS�nlMn fllg�ri!PlC3^!W'fP � r. . . . . . . � . .. .. . : . . � '� �w�F� . . , �'� � ; '' �,. . .-V�.�� _ «�+� �� s�r.�no FEATURES �� 1 Papc 1� Tailv nf rnnlrnts ST°-'OOA3 p•esawe 61oer �stom —atel 3' fi I rm•maintenanCe ST�'PFSD-� SO V'V56 INIO' 5PlilV�driy ss su�wn t ',' > . O Easy tn inst�ll clnd seryjGe ��y�y S� --vrSi la.cr�p•�ts 4�1e•y��aytrnq�s5 u:rPeo�' . C• Economical STF-t0U �essi.re fiker jo� ready 2' ST°-PFSDl:R-1.50 p•ess 1NIe ��ay'drip u chom. rosht I '; ` STF-iCAA2 xcssuic fiMar li�lc asxmble 2' ST=-PFSOCR.2A0 p cea wk•sp��y�drip u chem.tesist 2" +} ExtenCs lite of d•ain field ST=-'p�a STF•tQ:1119 mnnibokts ., �` Improves eftluerc qua6ly �ape 3 ST=- io renitor�s � �� The I.ist line of Cefense before tl �.'', STF-1'0 sa:pih:tan.txistic Gllci 4' yc�lcm S 1 -'U�NiWM All�•� wc;k F�:�yralc vil 6W nw;ro�� ,�, v VOficx Scnibhing 3ctiOn t1Clp5 kC ST=- D.Y16A140Mt fNter snck �dyesMr k tit '5Q.150 mk:ron i � c�an providinti maximum maMi �sp�< ST=•'04'N th�rmul ry1a� xock 100 rriuur inlCrvels •p� S t I -1'O�iW sc�V i�: lank U�Is.h� N a 8'wldlc S I -MI 51M Ya>:�tllter s�ck �� '., rti Uses a S.S fYtet sctesn w�l� .06 STF-1'(h7R xepUc tink hnstle fRer 7' •ed ST°-'01 pM93Ull+AIA(RI {N1ICf .S-Y'I nSl STF-1'038 ax{>Gc Wn� h'istl� fAl�� 9' bl.w ST°-'OIA Fvcssurc aW•m swikh 2555 pai dk�r-ietw fwles ST=-"0 i a Wi N�ith la-r.l�ir��lighi � Pruvi<fyx.i 6�J.�2 sq in �i 41'0� �ape S ST�-'O�RxhA INte! !GlBf' ��PB NAIiCh 811f)Wti IIIR (IIIBf o pa STF-Cl2�1 wsl i a� cuvc� 2_'bpxk ST"-fG cxJa p�c�surc Flk;� c�wc� GPR•1 af i P$1 ST=-•fii:6d�cur.en •emoval wrer•c� 4 Assixes qualify eltkieM►yjth bwe yq�6 ST=-"038 sc•ee, urraval taal M levels. <eep�nfl pressurizec sys:e S I t ,AF'C2aG{K.iyc.ntxmek covct 2a"yrcc:n 51 -'Usl 'L'acPcd.a�•ao _n�m '' tuncticninp a- 100'�E�GiE�ty STF-A�'C74B �nlycuhonale cever 2:"black ST=-'OEA 2"scFedule =0 �nio� "` �+ � Low head bss 5002 ft. or .21 P: ST=-'OS wi•e c:�yo �+ Flow rate wNh ckan urcen 120,i �� ) tiT=-'1A maln•erumcr Jee+e STF•1C�SFTB-1.0011oattree xecketfRs I"�tea ST=�ITEE 1'sep�ictank/ss � 1 PSI STF-103FT8-12!5-1.54 tku�t lic•c� rrc�t�N INs I.ir.1 ST=-' 1 il-1 pl7 k�ny ckilO C111I yVr+�)p 1" t �' '} Flow ratc with 95�o pl�ggcd scrc R �-�r9"•i+r sr=- �n -1 ?;�nrv, ,-�+:,n .ae �.,,.+«�, � ,�. � . . 114.912 GPD {d: t B PSI >T°•� I 1L•1 iQ iorK •lean out s•Hae� 1 ' .. f,„i . Ju�.i iHa�.ly with ��' scl ydt�le hi) un 'api B +i - 11L-1.UU InnV �.9r�au uul swc:•N 1. . . $TF-FHH�'P�Ao�ll iiA•JFr I':tic: vA'e fit�. 1 11' ,i �-1�_'' I�c� ST=- I� vab'e Gi,s '�"'n« ,ind ldil�titu.r: ;ill ir}�;.�rl '$TF-1�1Qi = •: FIHIJ assHnibly �cxiti nut I �<:luc1N STF-FHPB �kaat ho�w piygY b�cs fits 1-1'4' l, I-1,2"�ree ST=JHOOS.J. hooA lo a•aerwze oxcw�s.riro p <x Iail�Nec;e (51 h-"(H1a11 S i -7t.�C �"r�.ni r�u•: < <•.aae k fi Use t�n:�i ta+�� .�s i�iinw w yp�y ST=-2CV'N 2"wiiM chech vahro ° � 5TF-R92�B s�r,Ktwr'lo:f rrow 24' W.wk ST=•APC24C t-0'� W�ly:<�rbcm.:�covc i 24 grc.�;n _t�;'�n�.Ndiu i �ricle8 STF-ARI.�bxrtnoplasAc a�'1.'+pitr rinr� ST=-�W(:idRllii�> �x,iyr.�ri;onaM,-trver '14"hl,�� f:d" insid.yi�• . ST=-APC2•IC6100 polyc:ubonzte cover 21' arsen I'u�sulaliw, ' •apo f0 ST"-APG2401•1�� yolyuNturn:�k cvvci la" Uk�c a i" n�wl,dkxi , . . I STF-�78 se:�tity nnt'�.'ilh 'uun•ti� h.�dw,sre IB' ST=-A�_24G 3�11atchin9�mrr 2t",rern i . . i STF�21 aea.rky rwt�.��Bh 'iourtl�ig hardware 2�1' ST',4P 1�B 3{af Idh:hlr� cover 2i"b1acA i ' ' : �d��part Ik,. STf-10? 911 -�3�J sc<t.idy tx:l �a-iPi '�pur4�� hautwa�c :}0' til -114 :1-�cell,tn� wr<,u�:r ' ' • ' ST�-10]h2 � �ay. tt $I I •1�Yi(: !`�cN111i�91i1Mr. 'H5 '�.'��I(tt . . � . STF-1Qfi-V.GO ontka shielc `Nx ' pipe STF-t�-125-1.5J xificc sPe:k I'As 1 •'b t '�ppx: � STF-11?6-�.M<mfi�.r. �.AN�Ic 'ilc i' �f CAD.MaA��nw�ry:rvn�ahle m Dk� hu�ni 'apa 12 ! STf-it?nD-075 �It.isr.r shiekf fils '� piMr STF-10fiD-1.00 i4�sor stuekl fib f' _.i�w S II -t�^til)-t.1ti_I.,:�:fil(uscr sni+:ht fi�s I-t�-. d -I;C. aiPc • ^ RELATED PROf I $TF.1'dsMl.l $TF-1fi.iD.2.00 �i'I�ser shield(its�' � ' ' , • i & h4u1-IhCt'JVI.I ST�-1fkTN '/9C 1� i S 1"''!1 STF-106TDS+] 751�cnciarga shiekl fits"� pipe 5T�_IOtF STF-1tr5TD5-1.001;�:�,Ix ruyc shicNl lils 1" r�: I STF-i� STF-tOfiT05-1.26-1.SQ fnp tli.u.hwt�ahiek!!Bs 1-1r["8 '-t:2'Pipt , ' ST-=02 STF•106TD&2.00 t�p cix�urgu shieW Pas 2" �i{� • • � S7F-FC � � �. 5Tf-1S: . . � .1.4 P>,•rM i►5 fl4S.+�� STF•IO�E _: .,Jn '.H��t 41.2J7�91 5T•-'O�J �..fl- n �M ��rq., /'tll..... ..y� qn'i 1.�,... ' � � 1• i . T1:'1 :rved �. -Jr ': .,•�r,••y:. �. � � i... "9.. .� . ,. .. _ 6 .. :n�ti . . �. .,� . I.I;q� r ,.,�.. • . �• . .• • 1: f�e�.:1ui� oai�.�::4 .�.�.�.u :]1 S-.. 1i11:1 i �� . . .. � • .��K�� . J�Y �'IYI�. . � .i� . .� . ��.lr �t� ��/!}�1�.\ t�• . I:I� r . •.i � � ^S� ��Dbrn�� Ja�ttG�3Per��•7 --�dOCe�.1 eN N�`s � �-q.t�gs (d D a �o � 1 C� z- (oo 'Z . � A, rn. �R� � 0 � � 0 � 0� �� 3 s�-�- c 6 o a � � �. 4l � �5'� r--�, _ _ . ... ._. ._ _ ' _ -_ Jv« ..-- . s�a c'C ts a � a 3 � 1 _ � �.S� i�a� �_�� _ - �� z / WIF� (_g_ __ � vZ_�__v � _�� rP � Q R j�.y'tt,�-t. S`1n c;,G-u,;i T�e � t`�, c� � (0 3 `� ( s`" ��, � �� 3 r.� o� �o � 5 a Q � '�9 _ _ _ -rr��jR �, r b a � 5 � p� s�1� F�r �,z- d �� 5 7� �; 7�.B s a�T �� b � 6 � �^ ��-- S.z t __ _ __ �_u� 2> `� Z5 � � 7 a �t.3 a �D _ _ _ __ . _ __ w�u� a,v�� C� 2 G� a `, � ��.3 Tv�� d �.� � a � � �2"� _ _ _ . cs�P� a � O � v `3 (, � � 4 2 z. i��R o�g o _.� `� o '-1 S'c� �a 3 _ __ __ ._ __. �� a � � � , .\ � � t ��' �+��r- 3 D � � � oZ3 �-(.�- 5$� -�A-ke�l_ �. lYl. -. 5�,� -� ; o � '�r � � a � 7�Y _ �� noN l � � �1.3(0�✓in ; r-s.�Z� ��T�, b a t3 i�D�t� '��: i �-t'�� a a� � 3 g� �` s��- i s v:� I�� 8�°� 8'� � 7 5� �D ,?j Eb� `� �4`� `�. C� ! 3� l � r�.o� rS do?�553°! (�'�7 '�� l��'°, � � t,� �' � (o �� ;a m ag�� s e �oz ��rt 5 c�a �I �'� a `;i �'� � o �1� � u�e n �'T c��t3��g.�� 5 �l�. � ry n r-- �p� 1 ,.-� ; �. _. , � ��'T �/ lf�o� � %, y \ V l l/!�� i ; C-(-tll� �� c1 g�°� 3 �l ., �U� � j� � T l �� Average daily flow=773.5 1 1 i , ; X 1.5=1160.2 `;'v��N '? �02 � Q � � 4 i �� Peak daily flow=1174 gal. � .� C i � i./� � i i r ,� � J ; b ` use� /� � a � �� 'a �� ; Y.��J4� /� !'� �l, .��i '-� �,� 1 � '1'� 'i � � �+ ; � �; � $ � �'�,r,�� a, � �; � c� �� __ __. _ Commercial Testing Laboratory, Inc. S14 Main SireeT P.O. Box 526 Colfox, Wisconsi� 54730 Phone: 715-962-3721 � www.CTLCO�Fnx.COM � Fox' 715-962-4030 _�:r�i _ �,-�f��i>tGnP R��=r.t >,ii�,,�Ga..: _�!iciit�7 C:aye: ��d+ s ��:�c te�--v=ce n n�_a_r. _LC F�e=err natF ; Elr'c�� {�`1 .�� 'd :dnnGO w___:t�'� i'.�' [�arG, ttirl... ... �/ � i. _ 11: i __.�i: kT_ _�tF_. �+��[]�P lJ�`= i�li^!b�'.•� `_i3^!]i"_ i'i `; a5' �ac�..tiLS ?IEL1IJC LC'Dl�GIi �i'lt..,_VZc•7 c_-k�.-�.[?�_4 _i`Ti�i:riL E1��L' i� 1i�.4.' . »�,'_ .��6 5��1`_,�:�_:r " �-' . %11lc� RCtti".° 5 .a;.ct, ��=T)� G�iL � _�. !?_':�. "' _. G. J :R� =.. y. tj;' (3i �/cc ui1: � L-"P»..FJ `.i-�283.'7F. .. �._ �Y. = LE!J4Q 1. �#.�4. t. %+!i i=� i00� .`�U.°i�!'II�+P❑ _.QiLL�i _ ._ i.:J.i }JKG:J�iOU G�� L:.�G RE:EiVtL FT c�. _'C Wri'�ti i� N3u'iE i - _-'.�. --,-T::-- . 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Rt. 51A, Oswego, NY 13126 1-800-560-2454/315-343-8521 /Fax 315-343-2941 www.knighttreatment.com January 4, 2023 Mr. Ryan Strand 10571 N Industrial Park Rd. Hayward, WI. 54843 Re: White Knight MIGT" High Strength System Sizing & Suitability Confirmation ! Robin's Nest— Mahoney Residential Dwelling Replacement Septic System Upgrade To whom it may concem: I have reviewed the proposed Replacement Wastewater Treatment System Design for the combined wastewater flows from the 3 Bedroom Residential Dwelling and Robin's Nest Restaurant located at 11014 W CTH B, Hayward, Wisconsin, as provided by Mr. Ryan Strand. The proposed inGudes the use of(2) White Knight MIGT"" Model WK150s as the pretreatment components of the property's wastewater treatment train. Based on the information that has been provided, design flow value of 2970 gallons at a BOD value of 626 mg/L, I am pleased to confirm that the use of 2-Model WK150 in combination with time equalized dosing with data capture complies our manufacturer's sizing parameters and guidelines to achieve highly pretreated effluent for dispersal system downsizing based upon the following stipulations: 1. The final design clearly states that each 3000-gallon pretreatment tank is to have (1) White Knight MIG Model WK150 installed with appropriate service risers. 2. The final design clearly states that the outlet of the last downstream pretreatment tank to be equipped with a commercial grade appropriately sized effluent filter and service riser. 3. Time Equalized Dosing parameters be clearly stated in the final design as the initial co�trol panel settings for effluent dispersal. 4. The final design submitted must include a system maintenance/ management plan tailored for the anticipated operationaf personality of the overall treatment train. �t is crucial to the performance of the treatment train that regular periodic maintenance of the system's components be performed by a qualified entity as a condition of operation. Note: Any change of intended use, increased hydraulic or organic loads or other unanticipated operational variances may require the use of additional treatment train components in the future and/or more frequent maintenance of the system's components. Please feel free to contact me directly with any questions or concems. Respectfully, ///(n,�ip /1/��n. 'l�/(: lr N[�L� Mark C. Noga, President U Cc; 1s' Supply � � ' � • ` � ► � , . � � � � .. '.f. . �. l.� � . .. .. . ., - � � YSTEMS �A� Probletn Solution Orgar�.�;;iogging of a commzrciai sen:ic system arez results in the hydraulic failure andior surfacing of E'��cunvertirg tne sepC;�tank to an aerobicalfy enhanced biolcgical untreated wastewater This can occur m commercial r,.��2;;nent vessel with the patented Whde Knight MIGr�selec[ed bacteria systems in as Irttle as 3 years due to biologicai clogging z�e �ntroduced,generated and released The patented IOS-SOOT" hr�ctenal matnx provides the select bactena which consume the wastes cntermg the tank, this results in an effluent that is cleaner and ennched r.�tli these beneficiai bactena and o�rygen Camed out into the leach area Building Occupavt� t:.�the effluent stream these select bactena continue to consume the �/ � ' �� ::cess wastes that previously clogged the system. , i � �,��. �'- _.,;J White Knight MIGTM � ,.�, , L;,..._.._ p��P^� Inlecpipefrumbuitding� Treatment System i . __,�y�„ um chimber � � ""`^ (non.gn.try •.� � � I , srx.��.oMr) . . _. 12p AC volt Powar Source � � Septfcpnk ' �� 1 � _ .q � q e_.., � 2 '. s;�.-ne�proof Air Pump Basin used , �"�� -- r�.rcutdooreirpumowhenrequired � � � %�= Outlec p'�pe ro distribution box `' e � s � . �' i� 3 ;'�:,I�ne provfdes o�rygen;�,rect!y Io > > > � .. ,, � OictributionA�a ��'ft[e Knight MIG"` � � t � .. Leach field -� 4 >-�ptic tank service riser 5 ��.��citiple hiqh-performance Wnira Kniqht�'icrobiai Inoculator/Generators'" Model ��'JK-?8 inslaliad directly!n seouc tank for optimfzed operahon maintenance and -,aalahifity for high-volume customer usage pattems Lrachfeld 6 '�-�Huantoutletfillertoretainnon-biodegradahlematerials P�P�^8 7 '��:<,��thernroof 2nGcsure with Pump FailureAlarm What is biological clogging? Benefits � �.=�.�:v about 33 to 50S„nf the�ost ot an "i��I:ind'� �1 � 2 3 --..-. . , . �'��•crment , �" �y �' � . t,F 25%of the cost of an'up to code` V �-i �:,cement system � ry �. � �i •'� � n.,�al disturbance and destruction of the , � � a�'�"�4�"�"+�'1 � ..- ,.,c.�� _ :..}. 1 &ologicat cbygmg occurs over time because the • '�z��i�o��orms and nitrogen are significannyreduced. excess waste budds up in lhe soil pore space creatino a E"i�.�:ent quality is dramatically improved wRh a � �`i clogging condi[ion in the leach field 9�-�� and TSS pnmarily consisting of the�ntroduced . rr.�c�ocrganisms. y 2 As the clogmat builds the trenches fi�l with wastewater . c�,;�,-�3i;Carbon footpnnt is far less than a "� (i e., effluent) con��r:^honal system replacement making this an � en�,-:vnmentaliyfriendlygreentechnology. �;?re� 3 Eventually effluent from the septic tank cannot pass 7�� • Nr:r�ides a permarent solution. into the surrounding soil where aerobic bactena can � .,.,,� purify it,and the septic system fails. Nowous sep6c • ao;�rnved and accepted for usa by state and lor,al �' rec;�,ilatory authonhes. waste surfaces over the leach fieid or backs up into the , G`.��-;ime performance monRonng system available building as a resulbof sept�c system failure . � �. .y:..-. . . ._ . f � . � � � . � e 4 y . . ' a< � � il � ii ^ �Ql � !. 4 F . '. �$`U $$�. �i d '�. . :' �`�� . .. . ' . ... _ . . � j ♦ _��' y `: �� , � ki White KnightTM WK-150 & WK-200 Specifications The White Knight MIGr'a is an advanced bioremediatior sch:.:o� for onsrte wastewater treatment systems and may also be used to enhance the capabtlities of other treatment ecuipn a ; The und is compact in srze and easdy fits mto either new or sound existing septic sysiem tanks. The WK-150 &WK-200 P as been speaficaliy designed to utilize the patented IOS-500r"" bactenal matnx from International Organic Solutior.s The bactena matrix is introduced into the MIG, and the bacteria multiply rapidly and consume organic waste within the septic tank. �ff�uent leaves the septic tank along with the IOS-500TM' specialized m�crobes and continue to consume deposrted organic comcounds, restonng soil particie pore space and natural drainage pathways Model Numbers and Typical Applications VJK-1�: Sma'I r.ommsrc.al apolir,ations �.r./V,.-2G0 La c� ;usto^� �e_<.igc, or mst![u?:ona! applira5c,.= VA�K ��X ^�!ui� � b:'K I�'�L �o��.��ns scalable te `it anv z � �-��:�on Treatment unitspeeifications Model fl Maximum Recommended fl Media Media Tower Mi�tmum Diffuaer Air recommended Minimum Tank Towers s� Alr Pipa Flow BOD�oading Size(gallwrs) (dia"x neignt7 $�0 (CFMQ2 psi) (IbsJday) WK-15o 12 8000 3 t6" x 27.5" '/." 7 WK-200 18 4000 4 16"x 27.5" '/." 9 WK-xxx vanes varies vanes cuslom '/.' vanes Air supp�y specifications Model X Output�2 psi (CFM) Watts Amps Volts AC Pump Dimensions Basin Dimenslons WK-150 7 92 2.1 110/120 8.94"x 7.05'x 8.59" 13'H x 24"L x 16'W W K-200 9 408 3.4 110/120 10.8"x 7.87'x 8J4" 13" H x 24"L x 16"W WK-1xx Call for Specificalions Controller specifications Model# Vdtage Amps Max Pailurc Sensing Alarm Type OveAoed Protection(amps) Switching WK-150 110/120 8 Pressuredrop+lorfloat Visual and Audible 8 NormaU Silence only WK-200 110/120 8 Pressure drop+/orFloat Visual and Audible 8 NormaU Silence only � __... DEALERINFORMATION Knight Treatment Systems,Inc.•281 Co. Po.StA,Oswego,New York, 13126 1�00.560-2454•www.kniqhttreaMenLcom HeaAquartered in Oswago,NY..KnigM Treahnenl Systems,Inc.is the naGonal supplier ot Ihe W hde Kngnt MNcroMal InocuWtor Genaralor".a pateMed emerpent teft�nobgy Wilaed Fw the enhanceC biobgieai trealment o(wasfewater aM Ihe recovery of � ' orgamceily dogged absaption aystems.Ttre Whita KnigM MIG^'is available Il�rough ane servicetl Cy e network of factory aNhonzed . arid Vained Msite wa5tewater Ireatment prolessbrtals. \ � , , VCTF�RC WLP1000—MR . TANK SPECIFICATIONS & � 104" DIMENSIONS: � � WALI: 2 1/2" w '� BOTTOM: SEPTIC 3" COVER: 4" � ��= = —�� MANHOLE: 24" 1.0. PRECAST CONCRETE RISER i /i �� HEIGHT: FLAT COVER 33 1/4" 0,0. + �� LENGTH: 104" O.D. �� 4" CAST-A-SEAL �� 4" CAST-A-SEAL ��TM� �� •�• W B E L O W I N L E T: 4 2' O,D. 7 � / 02q� �� UQUID LEVEL: 38" `� � o ;o WEIGHT: 6,780 LBS. � �� INLET AND OUttET: 8 �\ � / 4' CAST-A-SEAL BOOT OR EQUAL � 8 � FILTER OR � \ BAFFLE � GASKET, CAST-A-SEAL BOOT OR EWAL m \� �% INLET AND OUTLET BAFFLE AND FILTER: g �— - -��' WISCONSIN, SEE DETAIL y�10 � k� (OTHER STATES SEE CHAR7) o o � LIQUID CAPACITY: 27.83 GAL/IN W� HOIDING TANK: W x P � w OUTLET HOLE PLUGCED �. # ACTUAL CAPACITY� 1,085 GALLONS �. � � LOADING DESIGN: 8' 0" UNSATURATEO SOIL �� TANK CAN BE USED AS: @-� °p ■ � SEPi1C/ HOLDING/ PUMP OR SIPHON s N �n COVER: MIX DESIGN M8 (NO FIBER) � �'`1 a TANK: MI% DESIGN N10 (STRUCTURAL FIBER) W� I — �" WSTOMI2ED TANKS: Y � � � � _ _ FOR CUSTOM TANKS CONTACT WIESER CONCRETE �� WLET - — OUTLET � ^ _ � . -ar N � ' • M .r 2�" � `�9' � � �- - - - -r -..J �rJ��t � /ZP��T- �s a g ev t •� 1-,.ti l4 �n;�h Q 2� � Q/r,�:�� l' ��, �r�,br � F %� PUMP PAD a DRAWINGS SUBMITTED � sioE viEw FOR APPROVAL APPROVED BV: SHEET N0. APPROVAL DATE: 1 TANKS ARE MANUFACTURED TO MEET OR EXCEED AS1M C-1227 REQUIREMENTS PRODURS NEEDEU BY: /�F .� °m'<, -- as��—SZF—oo8 <<oz �Nvr o3sin3a � \ .- � .��.ce-iso� 1va uoz Anv.v,a- ��Nc osces w, �r,c:; ,:oron o� AM� sn siccM lVf1NVW �LLd3S '- ��anod-3ae _o-.i-s;� �7iv�s 3ws :ae �au�rt� 313H�110� ��I� OOOfdIM N \� w � � i ..� ilii � � � Z �I U mm < N O W I O, '• Z I = J� � � o �, I E- I y� p W Q O U OT W = a Q a y�j � � ,Q` U ��m � 2:S \ Q Q K mm ti i � , v � � ��O a�U J �^ N O !i� �• � Z . O � in o0 0 oon g w.-w � c�'� z a oQ c� . .- o > O J W W U � � v� F"{ � � � O. 0 ppP J 40(� n JF , � � VI i Q W c' p O w � -�O�aamm�y� W mWN Oi dV � < a !Oi Z ` m � m i > a �l1 Q_ yaj Nj�<0�-��Iin>�� -NQ 1O �a m oU Z'c Nr 0 � � � o LL �=e OmHWW OWQ W F- Oa W Z VZ Y i"i F a a _J (n �p�OJ> I I VF I �ZV1 F ..SU Z N O V 2� O Q 2 �W �ZW F- f71 U � � N' 0 � � ZJO aW'SS� 3�QQ =�U ��W a QJ� W m 2 O� �� f Q Z O�� >2c�Z��OrrU2• ZN� Q �U � Z \ XX WV NQO OQWW W_ WQv Ql3� U �OQ V Q V �� N¢ Q'�, Z3m U�S�rSmJ� 3 � -L Z U �" 30 �I � `� � � � 9 < " N >z v�� ? � S � Q O� U LLI�- � �i �v � �. � � 1 / 1 _� I � 1 F . � `\ l � , � . �,��. Stl� ..h w ! , �'y, I 'I ..S4 dfl j OLL n �LL I O a Fa W � � m � ¢ J < 4 I N I f 4 0' 3 3 u w � � ' � � V1 a a O i o F- � - w � U J � X a _ w N ..9 .F�s �c o < � � � w v W u � , i , ., $V� .b o � e /�'a � � � : ..Cb d(1 0 � I � a � ' �. � w � I 1 � 1 � _'" I 1 U a � � � '. Z � ��. W�. �. a I J' � I Z u05 Q • �� s�0� � �r ' ..�0� I �C Z C --- °0�d" 31' ;5�9—SZ�-0o8 <<oz �!vvr o3s�n3a o \ � z �anoe-is�d 1v0 uoz aarnrrvr ��r_ oscvs iw ':,_�cn �3arow ai As��. sn 9�crrn �tlf1NVW �I1d3S '- -enod-�e� .o-.i-�n �:�vas ;r;s ae �:�r-_� �138�110� ��'� 000£diM 1 \' w a w I � � �. '� �'�. � i � U •• I � � I � � �: '� I � � J �' J N O K H� .:i �I `U c+ �� U mm Q Z N W i �, , ti V i Z� Z J J � � � Ui I ` I O�: U ^$ � � Q � � C � _� � � � F—� � �� t�o r= c� a a w � I d'� .�3' "I� I Q� a `'�� oca z o � � Wm a � O � �I'. . � Ui ¢p o o g aa�' a �ri '^ � mJ �d Zi� .. � . � �', � ao � ��n m �ww v � � � z3 � H� c o i � O �� Oe � pp� � 40N n �i- � `-'� N I I ¢ o m o r ' O _O�OOYmm W aWV/ n 2V � QQ QI 2 O7 O 2 � l� Q� � O O > � �y yaj NnOO�-JY1i()>HN mNQ � �a m � U Za N� � �� t� ¢ O J UI� nx��moZ� i i $rF ��v�i F iu � � o Nv z�p � ��' c ¢ d � I il� J.. "^-JYY�ON OZd' U ZI-J � WN QF.. ¢ Y z�� y�xx� ooaa = c.> o"' a F�.,� "' m �o o� Z o�t- >zc7=��r�Uz. zN� ¢ KU O Z � xx wL' NQO O<Wy��cW� WQd QS�v U V�< V < V �3 �K Q� ;m U�SJSmJH 3 Z Z U � �O ~I � � W � � � < x � j$ ��` o � _ _ � = s < o� � -- ..94 � � r � —_ i -�--- / � i \ I i� ' � � N \ .i i I �'i SVJ ..b W � � �, ;, ' ..54 dfl � � � �� i � �� Q Y Q W � U m � J O � ! ry .f4 �' i 3i 3 � w � ! �I � � � i G a �j � w I I J I, — U Q I W � v' I ..9 � ..�IS ..f p i � I � � � W W � /� � i , ,I � sa� �a o i \ a � 1 � j � II � ..cadn � � w ! � � � i � � -- � a � 4 � ; Z I I yll � � I ' � Z� ..84 � ¢ • W3tl f � a .ZOI � � sd � ..�09 �� Y z < � WLP2000—MR TANK _SPECIFICATIONS � � a a 164" DIMENSIONS: � ' i ---- ---�---� WALL: 3" � BOTTOM�. SEPTIC 3" HEAVY DUTY 5" (ADD 2,800 L85.) �I> I COVER. 6" ' ' MANHOLE: 24" I.D. PRECAST CONCRElE R�SER ^ .(. _ . . . .. . -. , . tiEIGHT. 5J" O.D. �`, LENGTH: 164" O.D. ' - I WIDTH: 96" O.D. `,' ;', R" 4" CASi-A-SEAI. 4" CAST-A-SEAL BE�OW INLET: 41" O.D. � "- o LIOUID LEVEL: 36" WEICH7: BOTTOM 11,260 LBS. n � mZ4'� COVER 8,170 LBS. m INLEi AND OU7LET: �; ' g 1� 4� CAST-A-SEAL B00T OR EQUAL r � � m i Fn�TER OR BAFFLE INLET AND OUTLET BAFFLE AND FIL7ER: � � w WISCONSIN, SEE DETAIL N10 �, (OTHER STATES SEE CHART) ' � � LIpUID CAPACITY� 56.27 GAL/IN W� �� I.OADING DESIGN� 8' 0" UNSATURATED SOIL W , � � fn�' !ILNJ G7 �p �� HOLDINC TANK: C � � WTLET HOLE PLUGGED O rc �p ACTUAL CAPACITY� 2,138 CAI.LONS � 'c'� I MN TANKS: �� cv WILL HAVE ONE VENT OVER OURET � � "� N o AND WILI HAVE TWO VfNTS IN COVER OVER INI Ei 4w_, ; p �r O a � TANK CAN BE USED AS: �' N � � SEP71C/ HOLDING/ PUMP OR SIPI�ON � � - COVFR' MI% DESIGN p8 (NO f'IBER) � n �- -- TANK: MIX DESIGN p9 (SMALI FIBER) ; . ._ —. . . . ___. _ iNLET �-._ -- -� -� - � - �� T CUSTOMIZEO TANKS�. �' o N . N FOR CUSTOM TANKS CONTACT MAESER CONCRETE Q o �n ' a U 'r �n � t� `oi � Z . c 3•• � a n n, . ,.,� I Q z . . ..._. __. � a _._--_—_.___--______.__...._.. p � � __,_ __ 70B INFORMATION : ,� � o _-_ _ ___ , � � �usTanee: �'�e,�s ti��. °; s �„� PUTAP PAD � 1n w � JOB NAME:� y— �_, � SIDE VIEW -T�sT � DATE NEEDED: — SHEE7 NO. APPROVED BVt �1'I�X- ��'_� APPROVAL DATE: � j F 1 TANKS ARE MANUiAC7URED TO AIEET OR EXCEED ASTM C-1227 REQUIREMENTS ��-" --" � __ _ � ___ CS1 Os-3f33- ----- ----- Safc�y anJ Ilmldings D��inioo Caunty i '� � I 201 W W�shinb�un A�c..P.O.Uos 7082 I ___.__ _ SG W V e � ' ! ��scons�n h1.�J�wn \11 51707- 7QK2 i ti��W71'em�i�NumFcr I��bc h11N m In�t'n 1 i laix�'_ni.e,sat; 4286 '� Oepartment of Commc�ce g� _ .. _ . _.—. _.._.__.—_ .._.—_ ._ _--- . . .._.._ _ _.. Sanitary Pcrmit Application s�� PLvi1D.Numha in ec.urd u��tL Cumm N3.21.Wn.AJm.Cwk.p.»enel mlL�m�aon�„u pruridr �3� �� '�. may bc mai fut aaeunJ.�p�pwp>so P�n�c)lJw.sl$MI I llml i Pwjcct.Wdra�o I i(ddfarn�Jun ma�hng rlJmsa) .. '� I. .�pplicaliaotnformation-PlcascPrinl,\I�Infunnalinn .- . . ---�--' I 1 O� � �J G 1 � � . �� .____. .. _- _.. . . __ .. .__ . _ . . . _ —_. � Pr.i,c�t�Ouna's Kame i '�rcd K l e:r. 151.�.1.= O i�ob�.�s Nesk - i hCMG�• C4�Q1__b�honey ' .IL.S 024-741-33-4405 w ! ProprnyOun�Y's�1��6ng.Wdre�. ; P�op.�q (:tv�ion y� . ._j m..:, '_—_—_—___ ; ^ i V 7 i�i�9 � 1�u� Ro�•.n_�ec.a_ � 3 ., .. 5��.. .�:�„„ 3 �C�ry.Sum � %�p('uk... I 1 i.,\umhr i � ' I �a wae e� �1z � 548Y3 � �„'�' �� Y � _. _ __ , - -- --- _ —_ r 41 n: s 'j r: �� ( I I.Tqpe of Quildiog(c6eck all tha�apply) �- . . -._ - _ -. ---� , m 2 fanuly Dx�elling-Numlxr of Rnlnanm i Subdirision Name CtiSi Kumhe� ' _____ ___' __ �,Pu6brC'ummacial-[kscribeUsc 7�/$CQ� fC_S'�9�'r�f V��(LInP1ir3R�'n y,� .__ ❑S�a�e(h�nni DcKnbeUu__ �[�I:n9 QCiry_��911agc�luxn�l�ipul '_ ' — - --_ _ - --- - -- RsuncL.GaK_e _---- 111.7't'pe o(PermiL (CLttk onlr one bui uu line A. Cnmplvle line It if+pplinLle) � ___. . ._.__- _ . . __ �� I �New 5 em � }�� R Ixemrn�5 mm �� ys� I �q ep ys I I�Trc:�na�nUfluWmg 1'vik Rcplxemrnt Ooly ❑OUitt�Icdifica�i�m In Ix�s�ing Sy�iem � I _ __.. __.. ' ..__"-__. �_.-_— __— ___ ___. _____ _ . p U Pamii Rrncwal ❑ I'ami�Hcridun �.�N Preri�ws Pamit Numinr.vul U�Ir 6.uc.l I �.�l'lun�;c uf �714mut 7'nmfcr a Ncw i Ilcfa�c Gxpintiun I I'lumira ', uwiiir � ___ � _- _—.t. . _. .._ ___- '. . _ _— _' __ _" _ . __" _._ . � 1�'.T�'Pe af PON�i'S ti�stene (Chrck all thal appl�)- ----._ - ..-- ' I S ❑Non -Prcs.wnzN InLmund ❑ �IuunJ_'_�m u(swiaFk vnl �1 AbunJ� _'�I ui.uf swiablc w11 CJ Ai-(:rede IJ Smgle Y+�.ti.mJ FJm� [�� Ui+un�t�I rulmcnt:\ri�Infurnulion � . F I..Ihip Llne... 1« �\au6ie Trpvn<nc Umt C Reemvlmmg S.�ml Fih:r J ^ Rcn rwl�t�l ti�IN�nc\1��iPjcsslarized�^'Lc.�h n hanlhWin TanA ��t F�1,' `cl-lar Pip.� ❑(hhcr(eapl�inl I 4 I _'____ ._. ____ _. _ ____ ._. .. .. . . . _ ` _ _ _ __ _ __1 � _ _ _ __ ____ � j Dcsign Fl�u��il , pesign Soii Appheaian R�td�bll I V��IKTvi.�rce H',{u�r<�I511 I D�sp�tssl Nn ProposW Is� ! Sy�irni f:lc�ation � �97� �. c� � � aSG. as ; i � a�.� � � , � s I � l'1.7'ynk Infu � � ('apam m I� 'faN.d � Kumh.� I `;u.ula.iw.r I Prc(ah 1 ti�� titccl FlM1a� I'I.nliC Gallms I' (ialk�ro I �fUnlb I � Canimc I Cons4u:¢d . �� (il.us .f. i i fia' I Fi s�mE i � I I i Tad� Ta^� , � i" __ "_ kplw x14il.Lry•7 nl__i--• ^ "_- " ..- ' ` , I�(. -..-- O . 1 .. � �K�1W C'([C_aa4i'S�Q_, X I � AaabNlrewmcu�u iICO I �__ al��. lI __.l _- ' _�.�z�.]1�-bE�ii.E-��-6--%—I._—'_ ' ��_. � . .� � _�Q—.__1.��O I _ _ no� �oo� I ( 0 DuvnFCluni�s�� I �0�.1 . I i / � I '..) . . __ i - . . � . _ _. `. . _ _____ ' ' _ .. _"'" _ . ' ' -'_'"-__ ' \'II.Rr��wnsihilil�'Sf�tclnenl- I.IheundeniFned.�au�aeropomlLili�� (nrfn��allalionoflhePONTtiaM1axnon�hralla<6cJplans. I J - __. � —._— _ .___.. ___. —___— _.. _�__.___ . _' .. .. . Plumbcr's Namc(PnnQ I PIumM's S�Ema�urc � h1P;T1PRS Num6�7 � Nuvners Plwn Numbcr �-�.,4�a �� ,ti,�-.�s��:��'— aa c��a9 � _C� �s) �3�-8as�. Yhimlkr's M1Ar.ws(Su l City.Su�c.'I.ip Cule� I_ �a83N S+c�F-c Rond a1 _ _HgywnrG � �,;s syBy3 � , � � }\+5l�ll.Counh�/DJ�arimcnl Use Onh� _ _ . _.. I �� ' - . IV I ❑ -__ . _ _ .� 3milingcFcc� I�c I�n :udc.(in�m�J�u�—___.I D��>sucJ i b igA�m�lr�F abu,�`;t�i�s�� C3�pVrotia�f ❑ Divppru�td � � / f _�_M'i, OwncrGi�<nHr.�v+nfwlknul $190 00 11 13/0� ,1,�, �,, �I, I\ Cundilinns of ApprorallReasnns far Uisapprural . . � � -� �� IMPORTANT NOTICE: Wisconsin State Statute, Chapter; 145 .245 � (3) , states you are required to have your septic tank pumped/inspec%ted i at least once every 3 years . ' _ _ _ _ _ _ _ A14eA<onyku pl�m lm�hr('aven sal.l lur�L.�piam u�paper m�In�thae tif:�11 maM1r�In�iee $�3�)-(i393(R. �S/�2) � � 705NN RAMCH ROAD � F1AY1NAR0 VW 5/843 ` isconsin �.�� . Department of Commerce W""""�fO011W"�p01 JMn Doyk.fiowrnor Cary L NMlhs,S�aspry Ocwber 22,2003 CUST ID No.226689 A77N.•POR7S/aspedor RONALD A SPRECKELS SR ZONlNd ADMIIdISTRATION RON SPRECKSLS CON51RUClION SAWYER CQUNTY SPIA 9283 N STATE ROAD 27 PO BOX 668 HAYWARD WI 54843 FIAYWARD WI 54843-0668 CONDITIONAL APPROVAL PLANAPPROVALEXPIRES: IQl22/2005 :,Ideoti&etI6nNumbert• . Tnwactlon ID No.9394f3 SITE: S1te ID 1Va 666830 Robins Nest Plnx refar 10 bwh identiSafion wmbeis,' »oiawans .�..m� : �nwe. �y. Town of Round Iake, 54843 Savvya Camty SEU4,SEl/4,533,T41N,R7W FOR MBBR component b bebw�rade preuarlttd,29T0�pd Object Type:POWT Sysxm Regulated Object ID No.:926112 '[he submithl dacn'bed ebove Ins beeo rcviewed for confortnrnce with applieabk Wi�comin A�trative Codea �Wiscoffiin Stapua. The wbmittal Iw been CONDTI'(ONALLY APPROVSD. T6e owoa,u defmod in cbap�toi.oi��o�,W�m SLtatd,is reaponaibk for conopliena wit6 ail code req�tiRmenb. 1Le foUowing tonditioro ahall be met during cooshuetion or iosbUation end pri�to oecup�,y or ute: • Graae trap simg Las baa ch�nged to a 2500 gallon gease trap. • TLis sy�tem hn baa daigoed md riud bued on efttuent q�uliry of kas tban 30 mg/L for both HODS md 1'SS. Onx the tyqem operation hu baa adblished s tat of efl6unt quality is tequued md t6e ceailb s6ved with Sawyer CountY�B P�L S6auld rcwlu a6ow hieher kveh dun the�1wvq modifications may be nec�ary to achieve the dorementi�ed 30-30 mg/L. A copy of the apptoved pLm�speci5cationa aod this letter sLall bc on-site dnring wawuc6on aad opm ro inspaction by sut6orized represeatativa of sLe Dep�rtrnent,which may mciude loal inepeeton. All petmite required yy the atate ur the!op!mimieipaliry ttull be obtained prior w commencenxnt of wnftructiao/'inahlladam/cpaat�. In grantina t6is appcovd the Division of SafdY dt Haitdings rarna the rigLt ro ie�ue eh�ga x�dditiom shouid condippw arire m�lang them nxas�ry for code complianca As pa atate shb 101.12(2�mthioa m tha ceview a6a11 celieve t6e designu of t6e rapomtbiliry for desigaing e aafe building,etucdue,ar componeM. Inquirlp cooceming this conapoudence m�y be mede to me at the tekphone num6er liued below,or at t6e addrcss oa t6is kto�ead. The above leR addreaee shall provide a eapy of tLia kner ro the owaer rod a»y ot6as who are tapooable f«the insWlat�n,opention or�winao�e of t6e POWTS. �►�wc � cnLCULi1 !'I��NS - [ZU131NS NL:S"1' F'stimated �1`:istc��aicr f�lu��. 7-t scat restaur.�nt kitch�n .k tuilet �tilstr �c ,li�h�cashcrl= 17�1(�'1 = Ib'S gal -1 cmployccs � 1�1 il l.i) ;�' :�ul � Ixlrm �n•cllni� ( I OUII �I 3Uu ,ul 'I'O"1':\L = 14��1 ,pd llcsi�n �1'ustc�+:ucr Flun: � IHtiI) I.i °= 29",0 �� tioil Applicatiun It:i�r = 1.6 �;pd/ft2 (1li��hl� I r�:u��1 I:tTlucn[) Absorption Arr.i Rcyuircd = 297b/1.6 == IR�G?� RZ Estimated wastewater flow Absurption :1rca Pr„pu.cd = 186a ft2 remains same, see daily meter Uisn�rsal C'cil Lrn��h: !i I I c,.�U ti readings for actual flow data !)isprrs�i Crll 11'i�:tn : :1 -I.UU ti Vumlxr of l)i�pcc ul Cclls ° d Prczcurc Uistributiun Inti�nnxtiun lu>ine Nr��;urc I):s�. Conipuncnt \lanunl tilil)-1U706_P t\ UI 'Ol ) Layuut d latcr•rl� (uuc/ccll) �r/ cnd manifuld Munifi,ld Diametrr = 3 in Nl�nili�IS Length = 'I.0 tt No change to dispersal L:urr:,l 17iamricr ' ]� I ai�r:�l L�n��ch ( i-1.�0 ti cell or lateral network Oruic� I)i:unrter U.!''> in i LS inl Uriiicc Sp:�cing = '.;? It Ivumlxrr of Oriliccs - n 1 l�l.il)/?.33 + 1 = �Q Ori�ices Urificr Iknsih ° -IbG%�U - 9.32 ilZ/Oriticc ()rilicr l)isch�rc� It:it� U.-ll ft"�)rilicc I.at�ral llischarg� Ra�r = 1>01t0.-41 I - 2U.> ��m S�stcm Uisch:u•y;c Itatc �''(1.>ll•{� S?U �pm S�stcm I lead = �.0 ti l�orcc A9ain I.cncth = '_`)� tt Priction Luss 1 7±1i'IOqfl illazrn-\1'illi:imsl � �'_`)�II I-i31 I(�O `.IO il \ .�i.l \'ulumr �-�li i '.-1 >i(U.+i�7i ?�.u� cal. uta �'n:tmic Ilcad = Is)stctn hcud x 1.3) + �crncal liti - Irictinn lus; b.i - i1.0 { i. 10 = J3.IU ft \linimum Dose V��hnn� = Forccmain drainback - 1� � \��>id \'ulume) lI1S.'7 < i�i.'_? _` -I�-1.>1 �_�I. I.incar Luadin� Itatc 1?`I7Ui4): I I6.> = G 37 �_ul ti "I':ink tiiiii�:_ Icalcul.�ted �cith \1lilili Compuncnt \fanual 'Ihbles -�� ?al l�r�:�sr I'rap sizc, nii❑ 1'�N gal 5eplic �I'ank si•r.c. inin = I i00 g�l (1 G00 gal propos::ct) ,\Ililiit Rc:�ctur u nk. min ��0 g:d 1 IU00 prupnsr�li Iliutilm Carricr I{!cnicrd� 79 �u ti :\ir �'olume. cuhi� �cct per minutr !CF\(I �O l'l�\1 C'larilir.iuun Y.unc, min I U0t) rul Punt�� I:ulk linclu�!ed::,3rJ pan �r(Acrubic tank� I U00 eal Ituhin'; \rst - I I�11-11� Count�' Koad 13 �'•i�� _? Diapersal Cell Plan View r 7 Observation Pipe .•.;•. .�1�'• ��•1'�,•'• � .:1� ��1�� •�'•(�.��`::.�.•.�'.:,:�•.::�::��y��::�i �:i:i}i"r�'•;'�•_ A ::r:;'.:i:.:.:::::.:,-. . ..ti..,., :�:}4;?.`?.;:;:.;.: ..... .. .. •?:�:�:{.{:i:"�:'ti:: ::r: �.A99�9 ate .,.� . . . . . . . . . . . . . ... . .... .......... .... .... .... ........ � T6 Dfsp�tsal Cell Component Dimenstons A� y.0 ft B 118.50 fl F 10.00 in 1/1� tt.65 ft 4 Number of CeNs 466. (ft)Individual Cell Area 1864. (iC�)Total Cell Area Typlcal Distribution Ceii Cross Section View Aggregate DisMbution Area Svnthetic Fabric Cover � ......••.... �—O(�)F� 0 � 8 •:•:•.:::::::::::: e � . . . , f,::? a ;;�;�'�'•.::i:�:...;. �„__ 87.68 (ft) Lateral v � � 'i.:j�.i:!•}:,`•i'.;;::.:'•�i:i::: Irrvert ` �- 0.5 fl ••.:::.,,...: F � ''Typi[21 L8f9/s.�•'',�;: f ..�;.:: "?:::;::::'::r•'::::r � • ':�;r:: � 67.16 (fl)Cell . � .q �� — Bottom Shadinu Kav ��; ��s on Page 4 for the number of y'••1 spedn9. l.aterels are c�ntered in the �•� �8 laterals, size.and �i�ibtdion oeN as per cornponant marniai requlrements ProJec;t: 52ob;�� 1Je6t Page 3 of � . . . ��// . . End Connectlon Lateral Layout Diagram Ow�u�tlwlMMWo�1MArBAnw,sbn � �Tw�upVWIlvrAr�orWMwwlpY� � P N�r«�:«•�ac�,w,� N-x--s� Ha.sewwmm.soaomwa.�«� s w�.d4 w.wa FO�OM10��1OO�IMO�IMVIO}YNOK��}OA011TOI� LMMW��q0�1A�11�p1r1/LBpAN day�yelnfannw�If010. fW�COM1�ATtlbM�0.6� 9 5 ��9 J NumbxofLate�ais • 4 Oritk:eDiameter 0.1251n `�".�g�?,,. Lateral Diameter 2.00 fn Orlflce Specing(X) 2.33 ft K � � Lartetal Length(P) 174.50 ft Orif�es per Late�al 50 Late�Sp�ing(S) �.c0 ft O�iflce Den9ity 9.3a R^?Jorifice Lateral Fbw Rate 2Q50 9pm MaMfdd Length �1.0o ft System Flow Rale 82. gpm MaMfdd Oiart�eter 3.00 in Forcemain Diameter 3.00 in Fwcemain Velocily 3.74 ft/sec Dose Tank Informa6on ��,,,,w„� �ma ooaa�g aswce ano � sae�d wa°"qM Elecukal a Der NEC 30o and —► Cmm 1B.28 WAC � �4 in.min. � �� Tatic canpaiwrt b propeAy oar�0ed �` E— Nlemale aWlel bcaYon Fdosrnin ds�� w�i5 CowCf�ET Manufa�t�aer 3 in. 1�7G. Gellons � Vdume aS.S ydAr�ch A vueep MI�or arA- Dimensi frxhes Gallons B , aq,onee�oe A 8 .o� � B 2.00 S 1.1 b � Pump afl dewGm{fl) c 19.0o y8c_oa � 58. 1(. D 8.00 /53.48 p W►Ll US£ Totat 48.00 � i�a.48 DV PI.EX � Reserve cacacity(A) too smali � a paeu�dcwwron Puh1P5 ss.i� Afarm Manuafacturer S.J. EI ems inc Alarm Model Nwnber 101 HW Tank Abrt 1 Purt�p Menufacturer Zoeller Pwnp Model Numbw �Musc oeiroer s2.o �m at a3.� n roH �role«� i2ob:�'s tJest Pageod v In-ground 3ystem Speclfications .�1V�CB PfOV�Bf 8 N2RIB �stf�G tS SQe�:kq�V �tIXIB 7iS• 943' .l(.�jO POWTSRegWalorsNsrtie � SawyerCouMyZqfirx� Phone �rs -�3v-8�88 Deaign Flow-Peak 2870 gpd Estimated Fbw-Average 1980 9Pd Septic TaMc Capacity 1400*Jccp gal Soil Absorption Component Size 46G,oo tt� Type ot Wastewater Dprnestic � Dispersai Syatam Influent limib Mazimum Inlluent PaRicie Size 1/B in Mazimum BOD5 30 mglL Mazimum TSS 30 mglL Meximum FOG 10 mg/L Maximum Fecal Coliform 10E4 cfuH00 mL Service Fnquency Septic�d Pump Tank Ina ect and/or serv�e once every 3 ears Eftluent Fltter Sho�d in t once a �r and clean once eve 3 ears Pump a�d Controls Test once eve 3 ears a� Shouid lesl monthl Pressure System Laterals flushed end ressure tested wxe ev 1.5 �isPerse�Hrea In orxe ev 3 �rs Olher Mlscelian�ous Construcdon and Nlab�fala Standarda 1. Observadon piPes ane slotted ar p�iwaled and materials conform to Table Comm 84.30-1, have a v�aterUght cap.and are aecured�as shovm In the moix�d canponent manual . ,2. ��cell aggregate canfams io Comm 84.30(8H)� VVis.Adm. Code. 3. Aq graviry and�u�e MM�9 materials confortn to the requiromenta in Cortwn 84,VYis.Adm. Lateral Tum-up Detail •��'��.�•��• •..•• Fnished Grade Threaded 6"Diameterlawn —► :;:;:•:•:': ` Cleano�Plug Sprinkler Valve Box ar Ball Valve DistribtAion lateral � �� Long Stiueep 90 or Two 45 Bends Same Diameter as Latera! Project: Rot�in's Nest Pape 5 of 9 i�-ground Pressu►e System Management Plan � PurswM to Comm BJ.bt�Wts.Adm.Cods �er�� Gonaral . �D�MaU in eocadanCs whh COrten 8��8A VYY.AOrrt Catle,and ahi9 maMtained in s�ady�tMlh�s'componeM "'°"'�'��.wp�a+Cdroo�bm Mr�w rar Powrs v«s+m z�sea�ma�sr�N.o�ro��.,a sswMP au�eaua,as�o�re,)1 and wcd or aaes ndes p�AaYWg to sys0an rty�oe and�r�. Noane�haud ew a�ra aPtic ar punp tmk a6xe d�garas 9aees meY be PB+db Nal ooWa cawe OwN. SepUc and�wmp wrc aEMtloruneN ahWl be N xaaWnos wiC�Camm 83.33.W4.Mn CaOe when Ihe tmda as ro lorper used at POWi3 ar�ppbNa. sep�C a pmp tenlc mrmob riaeis,access iheis sw caas,nwld oe inspeded ra wmeer tqtqness aro sounane�a. qcoe�s ap,nyq. �.ea r«.ervxe�a�wo na see�ea�,�man�a w�,n��,�,a�,. wy�„c a.e�,ea�.odearra a d�m a�ewia�d��'�a�uw,a+ncfres In aemala.l�oe seuunea oy an ertedlu.lodd,q ewy Into a tank ar canpaa,t. 9ootic Tank TIM eeplk WYt tltd bs eWhl�kMd by en YqM�d OerE(bd b sank.e eepllc taNa un0er t.Y87.�8.Stab. TM Oanfenb d Ns Nptic taNc sheY be d�pa�ed d N aoeadr�oe wilh NR 113.WN.Adm CoOe. The�kig carqitlrn d tla aepfie hNc and adlel(Bter andl be auexW al brt anoe s�ay 3 Yars bY�P�t The oitllet fdix thdl be cEeer�f w moenary W ensure pcGer cDer�laf. Tha fNar carortdge.noda ea ne remobo�rYass wo�wl«u n meae w rea�n sdas u,me anh u�moy s�aqh mr u,e ri�r w�en�e,,,o,ee rrom�s endoWw. N ths dkr N pulpped w4h an almR Ns flM ehtl W srNced k Ihe alam k aoY�ed o�nup4y. M�amdperd fi�r alame mry indiub wqa aors v�n Y�qnd6q wM6u,ars.4nn Tha taqk 1Wc antl hwels miNany�enip,m��ron.nam alud9s aM eam in Ur taNc aimeeAs 1!9 Me Bq�dd wlw�e d the Wik B the oonOrib d the tenk are�l iarnoyatl al Me tine d a uien�l aesaamerq. �Genamel thdl addss tAs awrrr diMbn IAe�4 wNce neeos!o be Pd►amed ro rtWmain less Inan nmdmum tam ana thNDe ataunu4tlon In hs tric Ths addMbn d bb�opbm a Nw�iw eddai�es ro aihenp�e�C tardc perlamsiea b gsbraYy na required. Hone,ar.n,an aroa..+s ere wea ris�.t�N ee evaro�ea ror sepuc t�c u,e cy uie oepwr„n�a cm,merca. T�W+�V(�8)Unk Mtl bB infpBclBy rt bwt Gn06 Tank eYary 3 yeas. AA awil�es.�lamat,and pnps chW bs MOtl b wYY P�� ePMatla4 M an aflAoenl fAer b i�ta0ad rilttln Cie hNc#itW be Yapeded and savleod as ne0eswy. �un Ohvlbutlon 8vstao Ito trae�a Nrubs shoWo be�anbd m IM dIWWWon moa Pla�l�pa may ba irrd�awoylmn tlie oetrs painrlar,arb Ihe raa WUM be caakd and rnulawd s necasaary W Wwanl aroslon wl to Wwkle aare poEx,tim Gom ftat panebation. TteMc(atl�er Nn faol or for ��s rt�oe)m tlM aro�k not natomrneiWtl eYue soA cppectim msl Nnder�erllion d Mw k�r�e s�sho�wilAin Ns 6y�n ertl srlaw ean4�Cn In ths wYYsr wi ponbM bat paietratlpn CaW weW�9r Fnlalldloro(OQOUr�e6ntay)Qrctsle Miit fAe mourd bs M�Y��MikJlld for ry�01arllon eg�rW 6a�in0• hdMront qw�y�flow'oqo 1M 6t6bidm tel rtrey nat e+cesa Mose sPedfied an Page S Th°P�suro�tributlm sy�Mm k praNded wEh a 11u1ig ppk�t al the end d each IKerW,am k k ieartunended thel eaeh�atmat be Mhed af aoa�l�0ed saM��t Neat ance mgy 18 maitlu. When a presawe test b pefamed K eAwtl ba ca�ared to ths InalY leat when nb sy�Bem wo rrtalra b meqimine r ar�oe vogynp n.s«arraa mw n arifica aeardny b reqi:iad m rnWrarn equm asu�Mnion v�ltin p�e dbplr0al CeLL oberwtlon vWe�wNdn ar d'rprsr ar M�p w e�bao.a ror d1A�n pmdrip, po,dtrq Is�ls tA�os RpoAee to ar owmr.aw any kvalt�bOiA 4 hdre6 CaM(daW�an onpa��rq hydra�e frXqe nquiin0 ad�orW,mas Nequenl rtiuqdiig. Caeuror+cv Plan ��tWc�d is conboneres'OecarN Oefacti�e tla Wdc ar wrpaNnt sha0 be repained a reD�eced W Meep Y�a systam in M tlr Coc4p tatl�D�4.P�P ConEroN.al�rm a nlohtl Nririrg baton�es da0xtiw Uia EMxtire ta�ponen�Aa/Oa' «�aP�d wth a wnpnrrR d Yie sare orequd qdomsce, ^�Y� n me dWbutlon cnmpabnl aus a eaaq wsrowuNr«beprs b discherya�le�x ro n�e yrwia sir�ecd a wi1 ee repaireo« �eq�ead In Ib'P�t Mu11Cr1 b!rertio�Fp piypglplly��yid tlaPa�d m�4 rM ielelltl PIpMg,wl rapkeBq eiid earponaib ae Eeertied rrecaesary Qo Drirp tlis sptam hrio praper aperffiing oprf�m, Replecert�ant in a su186k eiea nearDy b alEo en cP�Y rAidt pdrK a tli�aroi0n W�a wil bs Imhlod balwaen the old arW new syabrM 6o aBaw db4E�Rbn aeA rWlim t a tG�etlub to bs tleNmibA m 1M tlnr d ai t�anwk . d �urtlur m tlr apoqtlon a rtWnMnos d tlre syqem Na�ld bs dlreRed b yar suNos pwfdr a POWiS repY�Oa fsted m Paps 5 P�� G e{ 9 ,: ' HEAD/CAPACITY CURVE � � NCl' UYA �.i� 'unA �j_ . Cf�LUillt �JGCI: - . n� �ro-. vz•• :�.• s:�, a.,sv,a ov.on ..' ,• �_ � —r— a��ss u> >w HEADCAPACITY ' - - ; ., _. Yc.c. ., a v�yy re �a � �� au u: ,s� , I��I � ! '.. � :r. s u.. fa u.. c. u.. u u.. r �r. m �r. r. u.. aa u.. u w. CURVE - , � _ r . ,f u n u a w o m a a w n m u m �� r� • a� n :u ♦� � ' y 1• �� U �11 M Y 1! L 1� q �f� M L1 fi 1i M lq Y L1 M :tl x _ __ ` „ _r . „ „ � » � .. � n ,.. . ,. � � . �. v m, „ �, SUMP ! EFFIUENT .. �p. I b __ �I . ' o Y L M � w Y N + v v �M .: . n ' .� _ _ _ � y y y p y� u �n MODELS � . I c-.� ' - ' _ ' _ r �� a n u ,a � � " s " � "' " " '" " "" _ ' " .�I _' . t i '_ u��n .. .. _ .. .. _ " _ " " _ _ _ _ u a ._ ._ n a �rr' �� 8t J74n �.' r . ' ' Y NI . i .. . . .. . �. � .. �. .. , — '� —�----- " �'= •- � -- - -- •• -- -- - -- - -• - - - -• - - - -- - SOUDS PASSiNG a ,,, . - - - - - - - - � _---, r ! - .- . �-.. .. ' :: - - - - -- - - - CAPACITY' , „ __ - - - - - - -r i , � - - ,.•:;: - - - -- .,- e -- �y u� ' ' ' _ _ _ _ _ ' i � �—_' �s r� • i - _ _ _ _ _ _ ._ . .. .. � .� , -_' u_u . "" " _' " " � " _ '" _' " � _ ' ` ' _ " � ' ..- * • I , I I � ' '•••- •••o..� n.e« x s �.o.J �..nw n.a.d n.nra �..a..a fw n�.-0..1�� ' �. ,LI� -� - --`-_f--.-' �61 1W 14. 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M1 L . -�- - - -�--r-r- -- . � - - I�n�.w ww na�-Ur� G.�.��m+J �•�1►tilre ar:�ynw Wa. m_pi..i - j I'( {fFL'.� '." t '" �r_' . , —• -__ . _. � o C TION \1o0Nt{Y�1�SYwuWnMDetuGjac'W . .. � ., x � � a� �c �.a �.^n �r. n b I�n Non 70 fed TOH. �.r�. �r -. - s w—' • •M i � Y NOTE:fo�Xs�CCLpidlronM00N111.I�qusGIDICuWm ..w..:� �� Im�mpool .wfMOt1Y. . . r 370 2t1 :i. � ..92 29: :5+ . •it I WJE: �, :G 2fi6 � I67 �� 268 I �t70 �&] Gh � a:y: q5) � �SSa t1i� �� i.�..�wns� wlw.l�<+�u^�� I�+.I� Iw. ulr.. ur1 i 1.:� t . u � t. .i.. ri� n � o��. �b w na I w� �a r �H lv n. M� �i.ry�T .w '" ' �w n� :- ,u - �. Y I l� �f�u 1^x" e � m o i m r m a� w w � a: nr L�.�Lqa w -- w w� �:i. {: 1 q . �� 1 :) f. 10 1 �q 'A �� Y yl II ]U 4 � iq �Y�•.0 1 s .a n� +� .��u��a� �w� iw_ _�.� . .� , - i -. n I y u � y 1 �a a s w H : n. �a�=n w ,u .a� IY :4 W 1 c� —=—i--- . : . ��ii � ::i:=r.-. -�--�_�rt _ �. �u � .�� n n I n ,:u_ � a�i ,-r :n'-:.-(i:i . . . r�n i �� .. " I " ' . " __ ' .. ��u �a x :n! c eo �n � �.: f i��. � --�-- --': . . . . . � �i�or -.--f.. I -- -' -- � -' -' - - I " n o r.—i a �w_i.a � t �-.__.._.'- " " ' _ _ _ _ �i. ��w .. rr ! .�. . _ y :e .. a: -�-r^-- ___ '... .- �.�.o :,d_�._ ' " ""1 - _ .y:_ ._ I . . � a-.,n��__ "'�' ' � " � " ' -T_� - _ I _. I_ < a . � f.' -- I _'_ .' ' ' -' � mi�ui ' ' � ' ' ' " � ' ' " I_ " I ' " lu1•x -_li._ �—}�� _ �..��',-� _ '" "' " " "' " '" "' ' " � " _ '" " ' . .. . .: _ '!� • I ' � w IfYI 1�Rlt✓ILY PM..l�Y�I{MI SMUYI ��✓.1 L•� �'.ly qM ICYq�X�19]. l:n (=lF�.'I:n �_ � — � .� . .�T�- . ��- .: ' i--- ,�.,)_ `_y � ---- .. .�_ ' �_ : i i -I � I '_ ? ' :. 1 : � ---_. ..._.-_L ' . " ` j ' �� . I I ' ��T -- � , - ' . �- --,-T---� -{�-; I 1 ! HEAD CAPAClTY CURVE ' ^ ' ' � � �'^ � �_ SEWAGE MODELS _ � ; , �_ , •S •—�e -- t;.; . ' '' " t , T' � , H_; �� I 2" SOLIDS PASSING CAPACITY ._ :� .,�,,..� - -- �— - -- -.-� .. --- - - -- � --� i i ' _._� -�--•- - - : -� - �-��; -- _ � ' -� ^--._.•_ - -•-- 1� �i;;��--i--, I � � ;�`e. '' ? I�$' ' - . - � v ,�, . .: �A •w �eo �w �m �eo �w zoo iw 7» xm 0 Cw waa]9y.M).rownaa • •• •. . . . _ ' .' '�'"'�r"'_ i___" �ytW,MnbsarilSl.x701. .. . .. . � �:, .o� �w eio uu n� ao .� i•l�Y:JII �C� '�� Z�B��(�.��$�. 5 � i7�9e '7 o P 9 f� �^l�seonsin DeparLnenl of Commcrce SOIL EVALUATION REPORT Paqc�_o�� Division of Sa(ety and 9uildings in accordance wilh Convti 85,Wis. Adm. Code Atlach com lete site lan on a County P p p per not leu ihan 8 12: 17 inches in size.Plan musl SAW 1'�Q InGode,but nol limiled lo:vertical and horizonWl ruference point(�M),direction and — percenl slopo,swle p dimensions,noNi artow, anC lowlion ana dis;ance lo nearest road. Parcel I.D. oa4-741 -33 �1�105 : Ib.S• P(ease print all information. Re�iewed oy oaie Pcrsonal inlwmalipn yq�p�wWa may pa uxy�y yewn4�,�s(pnvacl Ww.s.15.06(t I(m1). � � a.opercy owner �o -z-7-�3 Property Lo�alion Thcw.45 +- Ca�ol �"1w�.o,ney�-� IZob�nS_i��i ,Govt �o� SE va SE�ia 5 33 T �i i N R ? � Property Owners Mailing Address • � Loi# Block# Subd.Name or CSMN q� 89 i�� o.,; �oa C�h Slale Zip Code Phone Number -.. - ...— --- ------- -----— ' \ ❑City p Vixaqe e Tovm Nearest Road � �� t0.vW0.cc� W'r i $Y�j43 ( ) _ 1ZOJND L��c ' G.T. {-1 �� " ❑ New ConsWUion Use:❑ Residential I Number of bedrooms __ Code derived design Ibw rale �9'7� GPD �Replacement � Public or conrnerdal-Describe: 74 sca+ Rcc� w-u� � � 4 e Q l �e e f Z�d m Kom Parent malerial_ G�q C�n L T�V _ Flood Plain Mevation i(applie�ble A/ i q p. General comments andrecommendations: P�[35J�G Diciclboilen sysfern w� Pce-ictc,-1me�k (se< <vo.e p•�� y+-�9ra��iiy So: � load; Ra{� : o• � / i. c, tl ift� Gb = cobbley 5 5��m C 1� �P St � Sionc Y C 4�� on tZc,r�e : �t�. O� ' S7. I (o Ci�cnetc P' a> �l � ��# � Boring � p�� Ground surrace e�ev. 9�-I.DO (�_ pep�h lo limiting faclor >�Jrs in. � �- Shc Appliwtion Rale Horizon Depth pominant CWa Redox Desaiplion Tex;ure SWcture Consistence Boundary Rools GPDIft' in. Munsell �u.Sz. Cont.Cobr Gr.Sz.Sh. 'Eff�1 'Effx2 � o- , R31 — Is aFsbk n.�� c �F o .� �. J � - I'l IOYR`1/ — i s r ,,,,, ' rn o.7 1. a 3 I - 7.SyRyI4 — IS aFSbK �.v � � a o.-7 J. L� - 7.S`fRs/ — GS n4 rn1 — l�r 0.'7 l. (o �:zo c � . c: on � r« Glp �20o I�3" a Borinfl f! ❑ Bain{7 � Pit Ground sudace Mev.�3��, Depih to limiling laclor 7 �y 9 in. � - Sal Appliration Rate Horizon Deplh DominanlColor RedoxOescriptan Texture SWc1ure Consistence Boundary Roots GPD/R' in. Munsell Qu.Sz. Cont.Cdor Gr.Sz.Sh. •Eff#1 •Ef!#2 � o- � lOY23! — 15 � SbK „ �,- c5 aF O.7 i .� � - 1 7.SY4'� 3 — S J � c mv�r L a�' 0. 7 I •o-,� 31- 9 7.SYR y� — 5 r� rn� �,J l�' O.Z /. y -� �.s�asl — cs na �.� — 1& o.� � . � .3 ♦ K C �. (', �' 'ENiucnt#1 =pOp�>30<2?0 mcyL and TSS>30< 150 myL 'Eillucnt#2=pODi<30 mg/L antl TSS<30 mg/L CST Namc (Please Pnnl) Signature / CST Number �On�\ C SC. .�/ � i7 aa�6a8 Address ! � ' Dalr.Ev�luation ConducMd Telephanc Num6cr v ��osN s+ot� R�aa� 1-k, w,�a w= S'v843 i� io /03 C�is) �34-S�SO �w�-c;;n nrm:nm PmpMy Ownsr 'theme�� Cw�e l Parcel ID M � I`.S py� ol a �I �� gortrgN ❑ � � � PN Qaound wvface elev. 43.5 8 d. De{Nh b lind&p fac0or 7 I 5 I In. - SaWAPW�a6anRa0e lialaon DePM� OaNnsntCdor RadaocDasaiptlm TexWre SuueWia Ca�sbMnos Boundory Raols GPOIA' M. MuNeO � Qu.SL Cont Calar - Car.Sz.Sh. •EfflF1 'EIM�2 � 0-7 IOYR�/3 " 1 K n�v�r CS Jf o.i I.J > 7-�1 IOYR4 y' S J � � 0.7 1 . 3 �. 'stAH IS m 1� o.� i ., �. `1 — s n 1�' a.� i. , 5 n-tst . yRs — cs na M� — 0-7 �. ` �1 O b ♦ c � �� 9arY1p ❑ PR CMOund wtlace elev. R DepNi b IlrNfhp fadar Y�. Soil tlan Rab Hatzm Oeplh DomWnt RedoxDeeafptlm TmAue Strudwa CanabMnee Bandaiy Raote (iPDHN h Munn� Qu.Sz Ca�t Cabr tr.Sz.Sh. 'E1fS1 •EJfi2 . c ` :S C u � • 87. 7 I w vld r u. a 5 3'}tm �o s .O 4.l ❑ �p� ❑ a�q ❑ Plt C,�diM surlaoa ebv. R Deplh b 9mltlnp hGa In. RaEe Flaimn DaD1A DaNnant Cobr Redar Desaiptlon Te�cAre S4uduia Cmslelenre Baxdary Roob t�GhN In. MunteO �.Sz Cant Cdw Cx.SZ Sh. 'FJff7 'EffY2 I�tOT � N E T C T O o,�F O H w� - T ioN 'Ellk+ed f1=BODe>30<710 nglL and TSS>30<150 aglL •FJMuenl�C2=BOD�<3D mplL and TSS<30 epM1. TLe DepaAment of Conmurce is aa equal oppoAuniry xrvice provida and ampbya. If you neod essistance to iccess services or md maborisl in an sl[anate fo�at,Please contact the depa[tment at 608-266-3151 or TTY 608-264-8777. ssotuoa.�xq / �Mp � . �4.ODJ 1'f � tir.�o � 8L ' ^� 9o.ee 9�,�• . 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I .'1., '� �- 16�14 4 z �� _ � `o. lb.(. / � !�� 12/6/22,5-46 PM Novus-Wisconsin Access rev. 13.1108 Real Estate Sawyer County Property Listing vro�,swe„�:c,,,.Mc Today's Date: 12/6/2022 Created On:2/6/2007 7:55:44 AM '=��Ptl� Updated: 2/28/2020 � OwnershiP Updated: 2/28/2020 Tax ID: 26174 CHRISTOPNER K MAHONEY HAYWARD WI �N� 57-0242-41-07-33-4 04-000-000p50 Legacy PIN: 024741334405 Bllling Address: Mailing Address: MaD ID: .16.5 CHRISTOpMER K MAHONEr CHRISTOPHER K MANONEY Municipaliry: (024)TOWN OF ROUND LAKE 11014W COUNTY HWY B 11014W COUNTY HWY B �� 533 T41N R07VJ HAYWARD WI 54843 HAYWARD WI 54843 Description: PRT SESE TG&CL MAHONEY-LC Recorded Acres: 3300 eF' Lottery Claims: p Site Address ' indica[es Private Road 11014W COUNTV HV✓Y B HAYWARD 54843 Frs[Dollar: Yes Zoning: (C-1)Commercial One ESN� qpq �� Property Assessment Updated: 7/16/2019 2022 Assessment Defail � Taz DistricGs Updated: 2/6/2007 �Ode A�►� Land Imp. 1 G2-COMMERCIAL 3300 42,400 282,900 5[ate of Wisconsfn 57 SavryerCounty 2-YearComparison 2021 2022 Change �z4 Town of Round Lake ��d; qZ,qpp q2,400 0.0% 572478 Flayward Community Sdaol District ImP��: Zgz�qpp 282,900 0.0°� O01100 Technital College To��; 325,300 325,300 0.0% ' R��ments Updated: i/16/2020 � CORRECTION INSTRUMENT �prp�rty History Da[e Recorded: 2/27/2020 4z2�z6 N/A � CONVEYANCE RECORDED NOT USED Date Recorded: 1/2/2020 921&,-;1 O WARRANTY DEED Date Recorded� 9/17/2002 3033:S htipslflas.sawyercountygov.oiglAccess/master.asp " PAGE60F6 In-Ground Pressure Management Plan IMPORTANT: The owner of this in-ground pressure system shall be responsible for its perpetual operation and maintenance pursuant to requirements of SPS 382-384,Wisc. Admin. Code. Pursuant to SPS 383.52(2),Wisc. Admin. Code, this system shall be considered a human health hazard if not maintained in accordance with this approved management plan. Furthermore, all inspection and maintenance activities shall be pertortned by a registered POWTS Maintainer in accordance with SPS 383.52 (3), Wisc. Admin. Code. M0XIf1'IUII7 DISDBfS81 Af@8 Op@I'8ttflQ LIItIItS: Biochemical Oxygen Demand (BODs) <30 mg/L Design Flow= c�GJ7D d• Total Suspended Solids (TSS) <30 mg/L gP ' Fecal Coliform(geometric mean) <10^ctu/100m1 Insaection Checkiist INSPECT EVERY 3 YEARS o type of use o age of system o nuisance factors (i.e. odors, user complaints, etc.) o mechanical malfunction (i.e., pumps, valves, switches,floats, etc.) o material fatigue (i.e., leaks, breaks, corrosion, etc.) o solids volume in anaerobic treatrnent tank(s)and any distribution appurtenance(s) (i.e., distribution/drop boxes) o neglect or improper use (i.e., exceeding design capacities, prohibited activities, etc.) o extent of ponding in distribution cell prior to dosing o dosing irregularities(i.e., pump re-cyding, float switch settings, etc.) o electrical components (i.e., wiring, connections, switches, controls, timers, alartns, etc.) o distribution lateral or lateral orifice plugging (measure Iateral distal pressure-compare to design specification) o surtace discharge of effluent or sewage back-up into structure served Maintenance Checklist MAINTAIN EVERY 3 YEARS (or when necessary) o Seotic and dose tank(sl shall be pumped by a certified septage servicing operator licensed under s. 281.48 Wis. Stats. when the volume of solids in the tank(s)exceeds one-third (1/3)the liquid volume of the tank(s) or as required by local ordinance. Disposal of contents shall be pursuant to NR 113, Wisc. Admin. Code. o Effluent flter(sl shall be inspected every 3 years and shall be cleaned when necessary to remove any accumulated solids according to manufacturer's specifications. A servicing period will always be re�han 12 months. 'at�e� Per manufacturer �(2) WK-150 units � requiremen(s_______ _,' o Distribution laterals shall be flushed once every 3 years or when necessary. System maintenance reports shall be submitted to the proper local government unit in accordance with SPS 383.55 Wisc. Admin. Code. Report any component failure or malfunction to: Name of individual or company:�(,J�� ,�'�� Phone: ��S 7J o '`�?� e ��a�- Local govemment unit: i Phone� Local government unit address: -� Z�p: 5�� -{ �_ Any defective part of this system shall be repaired, replaced, or removed pursuant to SI�S�383.51 (1), Wisc. Admin. Code. Repair or replacement of failed or malfunctioning components shall comply with SPS 383, Wisc. Admin. Code. No product for chemical or physical restoration of the POWTS may be used unless approved by the department in accordance with SPS 384,Wisc.Admin. Code. Continqencv Plan In the event that any failed treatment component of this POWTS cannot be repaired, it shall be replaced pursuant to a plan submitted to the appropriate agency for review and approval. A failed in-ground dispersal component may be abandoned and replaced by a code-complying dispersal component in a pre-determined area of suitable soils. Svstem Abandonment If use of this POWTS is discontinued, it shall be abandoned in accordance with SPS 383.33, Wisc. Admin. Code. ��,�.nRT.MF.,, Department of Safety and Professional Services %.�/ �o� Division of Industry Services �c' � � '��, Plumbing Product Review 3 i �' � 4822 Madison Yards Way 9� �s p s � P.o. eoX �,s2 � Madison, Wisconsin 53707-7162 A ``--/e Phone 608-266-2112 �O��s��NP`'�� Web http://dsps.wi. ov Email dsps@wisconsin.gov Governor Tony Evers Dawn Crim, Secretary TTY: Contact Through Relay April 6, 2021 Knight Treatment Systems Inc. Mark C Noga 281 County Route 51A Oswego NY 13126 Re: Description: SEWAGE TREATMENT APPARATUS Manufacturer: Knight Treatment Systems Inc. Product Name: White Knight Microbial Inoculators/Generators Model Number(S): WK-40, WK-78, WK-150 and WK-200 eSLA PTO No.: PP-042100004-PTOWWTD The specifications and/or plans for this plumbing product have been reviewed and determined to be in compliance with chapters SPS 382 through 384, Wisconsin Administrative 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 untit the end of April 2026. This approval supersedes the approval issued on June 19, 2015 under eS�A PTO No's: PP-041501139-PTOWWTD, PP-051601186-PTOWWTD and PP-042000008-PTOWWTD. This approval is contingent upon compliance with the following stipulation(s): � These devices shall be installed, maintained and used in strict accordance with the manufacturer's published instructions, Chapters 381-387 Wis. Adm. Code and this product approval. If there is a conflict between the manufacturer's instructions and the Wis. Adm. Code or this Plumbing Product Approval, then the Wis. Adm, Code and this Plumbing Product Approval shall take precedence. ➢ 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. Y 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. Y A copy of this approval letter and the manufacturer's published installation instructions shall be supplied to the owner of these devices. See attached. Y These devices shall be installed by a properly licensed Wisconsin plumber. Y A Sanitary Permit shall be obtained from the county in which these devices are installed. ➢ High strength and/or commercial applications and requests for downsizing of the required soil distribution area (Table SPS 383.44-2 Wis. Adm. Code) and/or vertical separation (Table SPS 383.44-3 Wis. Adm. Code) based on the performance of these devices shall be on a site-specific basis via the POWTS plan review process. � For commercial use in establishments with food service, full-service restaurants, and similar facilities, state- approved grease interceptor of an acceptable size and treatment performance shall be installed upstream of these devices to bring influent wastewater parameters to acceptable levels. SBD-10564-E (N.10/97) File Ref: 15010701.DOC Knight Treatment Systems Inc. April 6, 2021 Page 2 of 2 eSLA PTO No.: PP-042100004-PTOWWTD � 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'/e- inch or larger in size. :> An access opening of sufficient 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 department 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 maximum daily wastewater flows specified in Table 1 Model Maximum Dail Wastewater Flow d WK-40 750 WK-78 1200 WK-150 2000 WK-200 2400 : This approval addresses residential strength waste only. These devices are approved to treat residential strength wastewater within the parameters displayed in Table 2: Influent Wastewater Parameters CBODS 30-da avera e>_ 100 to<_300 m /I TSS 30-da avera e>_ 100 to<_350 m /I TN 30-da avera e>_50 to s 70 m /I CBOD5=carbonaceous biochemical oxygen demand,Stlay test TSS=total suspended solids TN=total nitrogen mgll=milligrams per liler � 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 Tab�e 3: Effluent Wastewater Parameters BODS m /I FOG m /I TSS m /I Fecal Coliform cfu/100 ml <_30 s 30 <_30 <_ 10,000 BODS=biochemical oxygen demand,Sday test cfuH00 ml=colony(orming unlls per 100 milliliters TSS=total suspended solids FOG=fa�s,oils and grease mg4=milllgrams per liter 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-4:30PM CDT M-F Work Hours . � � a:� � � — . .. . . . . �;; ::,; . �,�� _,'�� .��,. � , �.. , _..�_ �.�� ,.,..:,> ;� YSTEMS _ , . �A\ Problem Solution Organic clogging of a commercial septic sys[em area results in the hydraulic failure and!or surfacing of 6y converting the septic tank[o an aerobically enhanced biological unUeated wastewater.This can occur in commercial treatment vessel with the patented White Knight MIGTM�selected bac[eria systems in as little as 3 years due to biological clogging, are introduced,generated and released.The paten[ed IOS-500''� bacterial matrix provides the select bacteria which consume the wastes entering the tank,this results in an effluent that is cleaner and enriched with these beneficial bacteria and oxygen.Carried out in[o the leach area BuildingOccupants hv the effluent stream these select bacteria continue to consume the Qexcess wastes that previously clogged the system. White Knight MIGT"' ��0 � E��e�� i�i<<PP�r��»b�aa��g-� TreatmentSystem Ph mPber �� ,. (non-graviry " 'r"""'O"�Y> 1 110/120 AC val�PowerSource � t Septictank �� n 6 ' 2 WeatherproofAir Pump Basin used �• � " . .., ' � t t ��":; foroutdoorairpumpwhen require,d Outict pipe to distribution b��x s ! s f 3 Alr line provides oxygen dlrectly to � � � � � � �— �Distribution bnz White Knight MIG'"' c c t L«ach(eld� 4 Septic tank service riser �° 5 Mu�tiple high-peAormance While Knighl Microbial InoculatodGenerators""Model WK-78 installed directly in septic tank for optimized operatioq maintenance and sr.alabiliry for high-volume cus�omer usage pattems LFach f Jd 6 E(Auent ouUetfilter to retain non-biodegradable materials piyiny �. 7 V✓eatherproof enclosure with Pump Failure Alarm What is biological clogging? Benefits •T,p�r;�lly about 33 to 50%of the cost o(an"In klnd' � � � � � 3 rr.��lacement. � i .� � -4-'�� 7 �} • M3ybe25%ofthecostofan"uptocode" v `� '. .�Jacement system � �� ',� • �lnimal disturbance and destruction of the � � . . _..... . . -,�iscape. � � 1 Biological clogginy eccurs over�Ime because the • ��'-+1 Coliforms and nitrogen are signifieantlyreduced. excess waste builds up in Ihe soil pore space creating a • F luent quality is drematically improved with a Y" dogging condition in the leach field. 3C?D and TSS primarily consisting of the introducerl � , � i -.roorganisms. v � 2 As the clogmat builds,the lrenches fill with wastewater .��.i�II Carbon footprint is far less than a ' -- (i.e.,effluent). ;,��nventional system replacement making this an �;n��lronmentally friendly green technology. ,, �� 3 Eventually effluent from the septic tank cannot pass . p:-,,,ides a permanent solution. �i'.�! into the surrounding soil where aerobic bacteria can � 'nr�7� •Ai oroved and accepted for use by state and local �"'� � purify it,and the septic system fails.Noxious septic � waste suRaces over Ihe leach field or backs up into the 'F'.":��latory authorities. �� building as a result of septic system failure. • '�.ai-time performance monitoring system available. � � _ . ._ >_` ,�� • • • . • w ��,p„. r ;;.' a��at� �, >�. ��,,� „ � • / �. Q�� White KnightT"" WK-150 & WK-200 Specifications 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 fits into either new or sound existing sep[ic system tanks. The WK-150 8 WK-200 has been specifically 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-500�"' 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-XXX Multiple WK MIG Columns scalable to flt any appllcation Treatment unitspecifications Model7l Maximum Recommended # Media Media Tower Minimum DiHuser Air recommended Minimum Tank Towers Size Air Pipe Flow BOD loading Size (gallons) (dia"x heighf) S12e (CFM 2 si (Ibs./day) @ P ) WK-150 12 3000 3 i6"x 27.5" %:' 7 WK-200 18 4000 4 16"x 27.5" '/." g WK-xxx varies varies varies custom '/." varies Air supp�y specifications Model# Output Q 2 psi(CFMJ Watts Amps Volts AC Pump Dimensions Basin Dimensions WK-150 7 92 2.1 110I120 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 7.87'z 8.74" 13" H x 24"L x 16"W WK-txx Call for Specifications Controller specifications Model# Voltage Amps Max Failure Sensing Alarm Type Overload Protection (amps) Switehing WK-150 110/120 8 Pressure drop+�orfloat Visual and Audible 8 Normal/Silence only WK-200 110/120 8 Pressure drop+�or float Visual and Audible 8 Normal/Silence only DEALER INFORMATION KNght Treatment Systems,Inc.•281 Co.RL 51 A, Oswego, New York, 13126 1-800-560-2454•www.kniqhttreatmenLcom HeadQuartered in Oswego,NY.,Knigh�Trealment Syslems,Inc.is�he na�ional supplier of the White Knight Microbial Inoculator GeneralorTM,a pa�en�ed emergent technology ulilized for the enhanced biological Irea�men�of wastewater and the recovery of � ' organically clogged absorption rystems.The White Knight MIGTM is available through and serviced by a network of factory aWhorized . and trained onsite wastewater treatment professionals. ' � � • • � ! . , ' =F�•�' - � � -�'.- � '' -rt,. . � � R • . � � „ YSTEM�'i �0\ Problem All resldential septic systems have an average II'e $O�Yt1017 expectancy of between 15 to 20 years, depending on By converting the septic tank to an aerobicalry enhanced biological the waste loads entering them. Septic systems can treatment vessel with the patented White Knight MIG"", selected bacteria fail due to either mechanical problems or biological are introduced, generated and released.The patented IOS-500''� clogging of the leach field. Of the two, the majority of all bacterial matrix provides the selecl bacteria which consume[he wastes failures are due to biological dogging. entering the tank,this results in an effluenl lhat is cleaner and enriched with these benefcial bacteria and oxygen. Carried out into the leach area by the effluent stream these select bactena continue to consume the excess wastes that previously clogged the system. a�„d;�8o«�Pa�„ White Knight MIGr"" ' Treatment System '"'" °"�� .�.��rc� �..�. �..� � 7 110�120 AC volt PowerSource --��• - - ' Etlluent Inlc�pip��from building� � �� p�mp 2 Weatherproof A�r Pump Basin s cnamber � "'�•^••^ �,,,,,,�,,.,, � used for outdoor air pump when � �� `�"""""'�� required �� ! [ [ � �' � 2 ] -' � � Sep[ic tank `� ` � f s ] � J J� . � �y� 3 Air line provides oxygen diredly to L S --re�F�ww�- � � ouaiPaplp..tametrmununoov WhiteKnightMlG`" i, V c J � ,,�'' � 4 Septic tank service riser Distribution box Il 5 WhlteKnightMlcrobiallnoculatodGenerator'"'ModeIWK-40'mstalleddirec.11yin�he �ea�nrPm � ., septictankforimprovedoperationandeaseo(maintenance 6 EfOuent outlet/ilter to relain non-6iodeg�adable malerials 7 ;Neatherproof enclosure with Pump FailureAlartn Leach folA plpLtl: Benefits ' _ a Wf18t IS bIO�OgICB� C�Ogglllg? � rc��l,�ce�men�ut 3:3 to 50%of the cost of an"in kind" ' � � 3 • May be 25%of the wst of an"up to code" , r1 � ' ' replacement system � � . ' � ' � • PJinimal disturbance and destruction of the ' ii t.. . � landscape. - � - - , ° �'�!' �`�� -� • Fecal Coliforms are significantly reduced and total ' 1 Blological clogginy oc�_urs o:�a�- :irie uecause I��.c Nitrogen is typically reduced about 50%. ' excess waste builds up in the soil pore space creating a • E'fluent quality is dramatically improved wiU� .: La clogging condi[ion in the leach field. BOD and TSS typically ranging between 5�`�'��i � mqil which is primarily composed of the intrcoucs�l 2 As the clogmat builds, the trenches fll with wastewater e��croorganisms. as (i.e., effluent). • Overall Carbon footprint is far less than a . � ccnventional system replacement making this an 3 Eventualty eNluent from the septic tank cannot pass into ervironmentally friendly green technology. � the surrounding soil where aerobic bacteria can purify . p��vides a permanent soWtion. �� it, and the septic system fails. Noxious septic waste . A��proved and accepted for use by state and local surfaces over the leach feld or backs up into the home re�.7ulatory authorities. as a result of septic system failure. e:;.:. .� - • • . . • � �,�.. . . � �.. � �-: r � . . � _ . _...: ., �., . ,. . . .::_ - k� ; ; �� White KnightT"" WK-40 Specifications The White Knight MIGT" is an advanced bioremediation solution for onsite wastewater heatment systems and may also be used to � enhance the capabilities of o[her treatment equipmeni. The unit is compact in size and easily fi[s in[o either new or sound existing septic system tanks.The WK-40 has been specifically designed to utilize the paten[ed IOS-500T"" bacterial matrixfrom 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-SOOT'" specialized microbes and continue to consume deposited organic � compounds. restoring soll partide pore space and natural drainage pathways. . Model Numbers and Typical Applications WK-40 Residential applications WK-78 Large residences and small commercial applications WK-txx Larger, custom designed or municipal applications Treatrr�ent unitspecifications Model# Maximum Minimum #of Media Size of Media Minimum Air Recommended Diffuser Air recommended BOD Tank Si=e Towers Towe� Pipe size maximum number of Flow(CFM) loading(Ibs./dayJ (gallonsJ (dia"x hBighY) bedrooms(Approx.) WK-40 4 750 1 16"x 27.5" %', q 1 WK-78 6 1000 2 16" x 27.5" '/." g z WK-xxx varies varies varies 16"x 44" '/." varies varies Air supply specifications Model# Output @ 2 psi (CFM) Watts Amps Volts Pump Dimensions Basin Dimensions WK-40 1.58 38 0.9 110/�20 6.83" x 8.09"x 7.79" 13" H x 24"L x i6"W WK-78 3.2 92 2.1 110/120 8.94"x 7.05"x 8.59" 13" H x 24" L x 16"W WK-xxx Call for Specifications Controller specifications Model# Vo1Wge Amps Max Failure Sensing Alarm Type Ovehoad Protection(amps) Swltching WK-40 110/120 8 Pressure drop+lor float Visual and Audible 8 Normal/Silence only WK-78 110/120 8 Pressure drop+/or float Visual and Audible 8 Normal/Silence only WK-xxx 110/120 varies Pressure drop+/or float Visual and Audible varies Normal/Silence only DEALER INFORMATION Knight Treatment Systems, Inc.�281 Co.Rt.51A, Oswego, New York, 73726 1-800-560-2454•www.kniohttreatment com•in(o(�kniqht[reatment com � ' Headquartered in Oswego,NY.,Knight Trea�menl Sys�ems,Inc.is(he national supplier of Ihe W hite Knigh�Microbial Inoculator . Genera�or*",a palented emergent technology utilized for Ihe enhanced biological ireatment of wastewa�er and�he recovery of organically dogged absorption systems.The White Knight MIG'"is available through and serviced by a network of factory aWhorized and Ireined onsite wastewater treatment professionals. YS T E M S %0� �,et rnry�,r _. -- - ��• • !)F O. \F' , � , . .. .._ !k' . _ , . . _ _.,. .._,. :, . p `'�,. . ..- . .. _ r . � �;'.,�SPS ;-� HIGH-STRENGTH FACILITIES �� , ��lJ/.ft'SII)T:PL��c� BUREAU OF FIELD SERVICES SUMMARY 4822 Madison Yards Way SPS 383 as a performance code, and SPS 383.44(2) sets the parameters for the Madison WI 53705 quality of influent discharged into a POWTS treatment or dispersal component. (608�266-2112 These include a monthly average of 30 mg/L fats,oil and grease(FOG), 220 mg/L www.dsps.wi.�ov gODs, and 150 mg/L T55. This means that if the wastewater discharged to a soil based system exceeds these parameters, it is considered high strength. The averages described above are a calculation of the sum of all measurements taken over 30 consecutive days, with at least 6 measurements occurring on 6 RESOURCES separate days and divided by the number of ineasurements taken during the SPS 383.42(2) period. (SPS 383.44(2)(b)) SPS 383.43(7) WHICH FACILITES ARE HIGH STRENGTH SPS 383.44(2) Table A-383.43-1 Wastewater that meets the influent parameters set in the code is considered SPS 383.44(2)�b) residential quality but any dwelling or public facility can be high strength SPS 383.54�2)�b) depending on the uses in the structure served. SPS 383.42�2) requires that for DSPS POWTS Website any situation where it is known that the wastewater contaminant load exceeds the parameter of this subchapter,the POWTS shall be designed in relation to the known flow or load. SPS 383.43(7) specifies that the estimates of contaminate loads from dwellings and public facilities shall be based on a detailed analysis including all contaminants described above. Per Table A-383.43-1, these uses are considered high strength unless shown otherwise: • Bars (with or without meals served) • eowling alley with a bar • Campground sanitary dump station • Dining halls • Drive-in restaurants • Hospitals • Schools (with meals or showers) • Restaurants (which include coffee shops, ice cream shops, sandwich shops, etc). WHAT DOES THIS MEAN FOR POWTS DESIGN If any of these types of uses are proposing a new POWTS the design of the High 5trength Facilities system must adequately address the high strength waste. This is usually by the Rev. 2/12/2021 means of an approved pretreatment component. There may be other Page 1 of 2 alternatives to this, including separating high strength wastes into a holding tank, mass loading, or installing a holding tank and sampling the wastewater loads after start-up. If sampling reveals that parameters are below code requirements, no pretreatment is necessary and a dispersal component can be installed. If sampling reveals that parameters are above parameters, pretreatment would be installed ahead of any dispersal. If a use considered high strength is proposing a replacement POWTS,the design can include some type of pretreatment or the current waste stream can be sampled and a design can be done based on the results of that sampling. If a replacement system is difficult to sample, a facility may need to install pretreatment or resort to options described above. NOTE that per SPS 383.44(5) (a), when treating wastewater to <30 mg/L BODS, <30 mg/L TSS or<10"cfu/100mL Fecal Coliform,the distribution of effluent shall be by means of pressure distribution as specified in Tables 383.44-2 and 383.44- 3. The Department may require the metering or monitoring of anv POWTS to evaluate the operation of the POWTS per SPS 383.54(2)(b). High Strength Facilities Rev.2/12/2021 Page 2 of 2 �eSLA Public Lookup 01/18/2023 08:43 AM Knight Treatment Systems Inc. Contaminant NA Product Name Wl�ite Knight Microbial Inoculators/Generators Product Description SEWAGE TREATMENT APPARATUS Model Number WK-4Q WK-78, WK-150 and WK-200 Manufacturer Knight Treatment Systems, Inc. City NA State NA Country NA Zip Codc NA Status Active Sub-Status NA Application Typc Permit to Operate Pe��nit Type Wastewater Treatment Device PTO Number PP-042100004-PTO W W TD Expiration Date 4/30/2026 Customer ID NA Issue Date 4/6/2021 Current date & time: O1/18/2023 08:43 AM Disclaimer: Public lookup using eSLA reflects an acciirate representation of information maintained by DSPS. Information accessed through this website is provided as a public service. No user may claim detrimental reliance thereon. COMPANY NAME�nd ADDRESS �b�� SEPTIC SYSTEM/O SERVICF,AGREEMENT f r �� ("Customei")agrees to controct with��.Y.A917G�—�Gl(A.(Q��.'�f�.il ("Company'J,who will�cifit services that are defined within the scope of services for the septic and/or onsRe wastewater treatment system owned by��E�, l�M p 1 . and located at Propert�/'�. �Z The mntents of this eemen on y addresses the artan¢ement to provide the services that are specfied within the Companys Scope of Services,herein attached as Exhibit A,with the following conditions. 1.It is understood,and agreed to by both parties,that any other services or obligations that are not expressly s[ated within either of these documents are eztluded from the stated terms of this Agreement. 2. Additional services not identified or d�ned within thls Agreement or the Scope of Services,to be performed by the"Company,"will be produced in an amended document to the original5cope of Services by the"Company,"reviewed,and signed by both parties. 3. The"Custome�"will pay to the"Company'within 30 days,the invoked billed according to the tertns of the Agteement,based upon the retes that are in effect at the time the servites are rendered. 4. If another agreement ezists in writing between"Company"and"Customer'wvering such services at the time in which the new agreement is prepared,then the most recent agreement shall be considered the valid document. 5. Validation of Property Ownershlp. � a. In signing this Agreement,the"Customer'does validate ownership to the Property,or responsibility for the management of the Vroperty,as well as the septic or onsite wastewater treatment system that is subject of this Agreement. b. further,the"Customer'agrees to defend,indemnify and hold the"Company"harmless from and against any and all demands,actions,ciaims and damages,including without limitation the reimbursement of the Compan�+s reawnable attorneys'fees,arising out of or relating to Customers breach of its representation and warranty of ownership of the Property. 6. Term ond Terminatlon. a. The term of this Agreement shall commence on the date of the InRial Inspection,and continue in fult force and effect for a period of,�year�s)(the"Inkial Term"�. b. The Agreement shall renew automatically for sumessive�year periods without further action by the parties("Renewal Term"),unless either party sends written notice to the other party not less tha�90 days prior to the expiratio�of the Initial 7erm or any Renewal Term. c. The"Company'may also terminate[his Agreement,upon 30 days notice to the"Customer,"fw any of the following reasons. (i) The"Customei"fails[o pay any service fees or other charges due identified wi[hin this Agreement in a timery manner. (ii) Any breach by the"Customer"of any of the provisions contained in this Agreement and the Contract Documents. (tii) 7he"Custome('fails to follow any of the recommendations made by the"Company"regarding the management,repair,maintenance,or replacement of the septic or onsite wastewater treatment rystem,or its components. . d. In the event eRher the"Customel'or the"Compan�J'terminates this Agreement,the`Company has the right to remove any and all equipment or other materials then located at the Property owned by the Company. e. WRhin a reasonable time after receipt or delivery of the notice of termination,the"Customer'agrees to prwide the"Compam/'with access to the Property to remove such equipment or other materials. Exduded ServJces. a. The services contained in this agreement shall NOT include: i.an inkial inspet[ion,review or analysis of the physical or structural wndition of the septic or onsite wastewater treatment system or its tomponent parts;and/or ii.any inspec[ion,anah/sis,review,recommendation or opi�ion relative to or in � , connection with the sale or transfer of the Property to any third party to this ' �� Agreement. �� b. The Customer recognizes and agrees that any thlyd party has no right or obligation to rely upo�the services performed by the Company pursuant to this Agreement. Ns[omer ObI7gallon a�ResponsiW/ky. In signing this Agreement,the"Customei"acknowledges that they are obligated to responsibly operate the system acwrding to instructions, � The"Customer'agrees to have the"Compan�'provide the services as agreed upon and in conjunction with the Scope of Services: a. To have the system serviced on a regular schedule, b. To perform all maintenance,repairs,replacements,and, t. To obtain other services deemed necessary for the proper operation and management of the septic or onsite wastewater treatment system. Specifically,and without limitation,the"Cus[ome�'understands and agrees that the septic or onsfte wastewater treatment system is designed and wnstrutted to treat only a specified volume of water per day, and that an inuease in the volume of water used by the system can cause damage to or failure of the system. The'Cus[omer'must operete and maintain the sysiem in a manner tonsistent wkh the recommendations of the manufatturer,the origina�designer/contractor,and/or the"Company,"intluding not to exceed the design spxfiwtions of the rystem as direcced by these entfties. This Agreement dces not require the"Company,"to,and expressly excludes,any repair and/or replacement of any component part of the septic or onsite wastewater treatment system that is under guarantee by the manufacturer. In the event the"Company"identifies a defect or other problem in the septic,or onsRe wastewater treatment syrtem,or otherwise recommends the performance of repairs,maintenante or any other work associated with the septic or onsite wastewater treatment system,the"Compan�/'shall not be required to perform any such addkional work,repair or ma(ntenance unless,and until a separete written agreement is prepared. The separate agreement will identify the specific work tasks to be completed,and additional compensation to be paid to the"Company,"and signed by authorized representatives of the"Custome�'and the"Company." DlscbimerofWarrantiesa�LlmkoNon of llablllry.CUSTOMER UNDERSTANDS AND AGREES THAT NERHER THIS AGREEMENT,NOR ANY INSPECTIONS,REPORTS,OR RECOMMENDATIONS PROVIDED BY THE COMPANY, ARE A GUARANTEE OR WARRANTV OF ANY KIND REGARDING THE SEPTIC SYSTEM,ONSITE WASfEWATER SYSTEM,OR THEIR COMPONENT'S,AND ANYSUCH WARRANTIES, EXPRE55 OR IMPLIED,ARE HEREBY DISCLAIMED BY THE COMPANY. THE CUS70MER UNDERSTANDS AND A6REES THAT TRUCKS AND EQUIPMENT HAVE TO ACCESS THE PROPERTV TO MAINTAIN THE ONSITE WASTEWATER TREATMENTSYSTEM.THE COM7ANY WILL NOT BE HELD RESPONSIBLE FOR THE DRIVEWAY OR APRON SHOULD ANY DAMAGE OCCUR. GUSTOMER SPECIFICALLY UNDERSTANDS AND AGREES THAT THE COMPANV W ILL NOT UNDER ANY CIRCUMSTANCES BE IIABLE FOR REPAIR,MAINTENANCE,OR REPLACEMENT OF THE SEPTIC OR ONSRE WASTEWATER TREATMENT SYSTEM,OR ANY Of ITS COMPONENTS,DIMINUTION IN VALUE OF THE PROPERTY, OR ANY OTHER CONSEQUENTIAL,INCIDENTAI,PRO�ERTY OR ECONOMIC DAMAGES ARISING OUT OF OR REUITING TO ANY SERVICES PERFORMED BYTHE COMPANY PURSUANTTO THIS AGREEMENT,INCLUDING WITHOUT LIMRATiON,THE COMPANI"5 FAILURE TO INSPER,IMI'ROPER INSPECTION,FAILURE TO REPORT, OR IMPROPER REPORTING. THE DAMAGES AND CLAIMS FOR WHICH THE COMPANY SHAIL NOT BE LIABLE INCLUDE,BUT ARE NOT L1MTE0 TO,FAILURE OFTHE SEPTIC OR ONSITE WASTEWATER TREATMENT SYSTEM OF ANY KIND. � CUSTOMER AGREES TO DEFEND,INDEMNIFYAND HOID THE COMPANV HARMLE55 FROM AND AGAINST ANV AND ALt CLAIMS,DAMAGES,LOSSES,COSTS,LIABILITIES OR EXPENSES ASSERTED BY ANY THIRD PARTIE$TO THIS AGREEMENT RELATING TO ANY WORK,RECOMMENDATIONS OR OTHER SERVICES FURNISHED BYTHE COMPANY PURSUANT TO THIS AGREEMENT. CUSTOMER FURTHER AGREES THAT THE MAXI MUM LIABILITY OF THE COMPANY ARISIN6 OUT OF THIS AGREEMENT,THE SERVICES PERFORMED BY THE COMPANY,OR THE RECOMMENDATIONS MADE BY THE COMPANY,SHALL BE EQUAL TO THE ANNUAL FEE SEf FORTH IN THE CONTRACT DOCUMENTS,OR 5500, WHICHEVER IS GREATER. A HIGHER lIM1T OF LIABILITY IS AVAILABLE ONLY WITH AN EXPRESS AGREEMENT IN WRITING AND THE PAYMENT OF AN ADDITIONAL FEE BY THE CUSTOMER. IMegroted AgreemeM. This Agreement constRutes the entlre ar2ngement between tbe parties,and ffiere are no Agreements, undersWndings,restrictions,warranties or representations between the parties other[han those set forth herein or herein provided for. All prior ot wntemporaneous negotiations,Agreements,understandings, statementr,representations and warranties are merged into the terms hereof and are superseded hereby. aoke oJ Law. The in�t_erpretation and enforcement of this Agreement shall be governed by the laws wfthin the State of - �� Amendment,ModfJlcallon ond Waiver. This Agreement may be modified or amended only in writing signed by the"Compan�/'and the"Customer." Third Party Beneficlaries. The rights, responsibilities,and obligations of this Agreement are personal and specific to each of the parties, and shail 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 benefit, right, or entitlement upon any third party. The "Compan�/' assumes no responsibility for any third partys reliance on any of the services,analysis, review,or recommendations provided by the "Company" pursuant to this Agreement. Mediation and Arbitrotion. The 'Customer'and "Compan�/'agree that,at the sole option of the"Company" any claims or controversies, demands or causes of action 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 accordance with the Construction Industry Rules of the American Arbitration Association. I The "Compan�/' agrees to furnish management and labor for the sum stated in the Scope of Services (Exhibit 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: D e Sample Com any � �- ��-� -�� BY�,°r�-`� ��J��.�'►/Yz� � (?O� 1t�� ,� By Prop,e�i�ypwn�� r�1�-, i � i� I) - USE BLACK INK ONLY - I I i I� ij i I II IIII II i I i� I i ? <<�,�.J,J„<-, Dac_° � POWTS AGREEMENT ;x :��43(�u5 for Aerobic Treatment Unit (ATU) Servicing 443�53 This agreement is made pursuant to SPS 383.21(2)(c)(5), Wis. Adm. Code PAULA CHISSER Owner's Name(s) as shown on deed: REGISTER OF DEEDS SAWYER C011NTY, WI I, O1/19j2023 07:51 AM G � c ,S�j �S VC , q�p� RECORDING FEE 30.D0 Parcel Identification Number: (12 Digit Legacy ID) � �� - � � L - � - � � � � PAGES: 2 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��gr��to be determined by reference to the property where the aerobic treatment unit is installed. ,��,��JN�Y aG(,��i�` , ,. ., ,� , ly one owner signature required��CJ�'� � c :, �; ACKNOWLEDGMENT ; �•. Owner's��i ture: l 'i '�� r � : —�tate of: (.,J i SGc��S �h :� , : • v�_ .�cn . - . • �' :�County of: � Owne Name (Print): % � .�O:' �, � L-••., � '�'` ..• V �Subscribed and sw rn to before me on this �/'� � ' L, �.�L � 'eF '•••......•• 5�e � day of J a n uc r N , 20 23 Date: � / � � 3 ��t I f�ii t� � gy (Owner's Name): C r t� h Pr � � hi o n Notary Public Signature: � �-,i �, �0 Drafted b : . y � � � � wS� Notary Public Name (Print): L, s� r-�,� Eo i�,�fi� � � ` My commission expires on: /— b - ,� d,� S . tats. 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. 03/26113 ;" All that part of the Southeast Quarter of the Southeast Quarter(SE'/<SE'/<),Section Thirty-three(33), Township Forty-one(41)North,Range Seven(7)West described as follows: Beginning at the Northeast torner of said SE'/<SE'/<;thence 579'21'W,230 feet;thence South,parallel to the East line of said SE'/< SE'/<,600 feet,more or less,to the North right-of-way line on County Trunk Highway"B";thence East, along the North right-of-way line of County Trunk Highway"B",260 feet to the East line of said SE%SE '/<;thence North along the East line of said SE'/<SE%,570 feet to the point of beginning. That part of the Southeast Quarter of the Southeast Quarter(SE'/.SE'/<),Section Thirty-three(33), Township Forty-one(41)North,Range Seven(7)West described as follows: Commencing at�the Northeast corner ofthe SE'/<SE'/<;thence 579"21'W,230 feet to the point of beginning;thence 510`30'E,604 feet to the North line of C.T.H."B";thence 563°31'11"W,31.16 feet to a point which is 260 feet West of the East line of Section 33;thence N7°59'44",613.16 feet to the point of beginning. EXCEPTING from parcel I and II above that portion of said premises conveyed to Sawyer County, Wisconsin for highway purposes by instrument dated September 9,1991 and recorded October 9,1991 in Volume 473 of Records,page 143. � � , S s^ `�1K'- : - . �,. . , ,. - � �. , , . . � �• �, �zjt�, .-� • - t . �,� r �� `2 -�� ' . `� � `�"�� '�` ' 1'9 r,y7�'�m:t ?si,„ . , ., "'4, . � _ r ^za +;_.o t�"d„ .m +r.-... ��a' �i.q��'� y°•� . 'y: `- iP -i„/�':.7 C' �•�•,� ^f • �4� � .;{c . , � � :�. _�. � n ' , ' ' ". . . ' � . . 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' `�'T C.f r ..�� .: w�,� \ W ' � �:� CS� ,Y F ��./..��;. �v�N . �..q�! ��.�' � y5�.�;1 aS �•k„ , `' f � 1'J '. .� . ��!`!y,��S,+ ��, "i� f��i''"Q�"�� ( L�7�F�� " � '�r' _ Y��.d�'k•�IF t�y�" .Y'w a\, �Y�.� . 74 .s�,�..�:�dw4•+ I ��Jt..1Vs . ��{ ..• . . ..er' Y ...k�.y ..v � 1/17/23,335 PM Real Property Listing Paqe R2dl EStdt2 Sawyer County Property Listing Property Status: Current Today's Date:1/17/2023 � Created On:2/6/2007 7:SS44 AM -�e:-Description Updated:2/28/2020 ��='Ownership Updated:2/28/2020 TaxID: � �� 26174 CHRISTOPHER K MAHONEY � HAYWARD WI PIN: 57-024-2-41-07-33-4 04-000-000050 Legacy PIN: 024741334405 Billing Address: Mailing Address: Map ID: .16.5 CHRISTOPHER K MAHONEY CHRISTOPHER K MAHONEY Municipallty: (024)TOWN OF ROUND LAKE 11014W COUNN HWY B 11014W COUNN HWY B STR: S33 T41N R07W HAYWARD WI 54843 HAYWARD WI 54843 Descnption: PRT SESE TG&CL MAHONEY-LC �.,,�., Recorded Acres: 3.300 �� Site Address *indicates Private Road Calculated Acres: 3.295 11014W COUNTY HWY B � � HAYWARD 54843 Lottery Claims: 0 First Dollac Yes ��Property Assessment Updated:7/16/2019 Zoning: (Cd)Commercial One 2022 Assessment Detail� �� ESN: 404 Code Acres Land Imp. G2-COMMERCIAL 3300 42,400 282,900 ��' Tax Districts Updated:2/6/2007 1 State of Wisconsin 2-Year Comparison 2021 2022 Change 57 Sawyer County Land: 42,400 42,400 0.0% 024 Town of Round Lake Improved: 282,900 282,900 0.0% 572478 Hayward Community School District Total: 325,300 325,300 0.0% 001700 Technical College ��.: Recorded Documents Updated:2/28/2020 '�'Property History CORRECTION INSTRUMENT N/A Date Remrded:2/27/2020 422726 CONVEYANCE RECORDED NOT USED Date Remrded:1/2/2020 421881 � WARRANTY DEED Date Recorded:9/ll/2002 303378 https�//tassawyercounrygov.orgl/systemlframes.asp?uname=Eric+Wellauer ��