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Home My WebLink About024-741-35-4302-SAN-2023-136 _ Department of Safety c°°°ty SAWYER b = • = & Professional Services, � _ � Sanitary Permit Number(to be fil(ed in by C �= industry Services Division � (� s I C�lc �, Sanl+a� PeY,l,nl+ AppllCa+l�n State Transaction Number � `� �� ` ppWTS-062301288-C � In accordance with SPS 383.21(2),Wis.Adm.Code,submission of this form to the appropnate governmenta►unit � is required prior to obtaining a sanitary permit.Note:Applicarion forms for state-owned POWTS are submitted to Project Address(if different than mailing ac the Department of Sa(ety and Professional Services. Personai information you provide may be used for sewndary purposcs in accordancc with the Privacy Law,s. 15.04(1)(m),Stats. (SAME) I.Application Information-Please Print Ali Information - Property Owner's Name Parcel# KRISTOPHER J. & STACI J. ZOMOK 021 741 42 4302 Property Owner's Mailing Address Property Location 10338 COUNTY ROAD B Govt.Lot NA City,State Zip Code Phone Number C`�, 35 HAYWARD, WI 5484� ��n SE �<, se��n Q.Type of Building(check all that apply) Lot# T 41 N R"7 17E or W C�or 2 Family Dwelling-Number of Bedrooms 3 NA Subdivision Namc B�o�k# NA ❑Public/Commercial-Uescribe Use NA ❑City of ❑State Owned-Describe Use CSM Number ❑V il►age of NA ��af ROUND LAKE III.Type of POWTS Permit:(Check either"New"or"Replacement"and other applicable on 6ne A. Check one box on line B.Complete line C i a licable.) A' ❑ Additional Pretreatment Unit new System X Replacement System ❑ Other Modification to Existing System(explain) (explain) B. ❑ Holding Tank In-Ground GEOMAT � At-Grade �Mound ❑ lndividual Site Design ❑ Other Type(explain) (conventional) C'� ❑ Renewal Before ❑ Revision ❑ Change of Plumber ist Previous Permit Number and Date Issucd ❑ Transfer to New Owner �Xp��on �3-r sY $��s 83 IV.DispersaUTreatment Area and Tank Information: Design��SO(gpd) Design Soil Application Rate(gpd's� Dispersal Area Required(s� Dispersal Area Proposed(sn System F,lev�t�� 50 FT. �.f G � 225 z92so Capacity in Total #of Manufacturer a, Tank Information Gallons Gallons Units � u v „ � New Tanks Existing Tanks L o �? � � ,a c��a � o. U �n �, ci� w C7 Ci, Septic or Holding Tank 1 000 10�0 1 WIESER COMB 11 Dosing Chamber 650 650 V.ResponSibility Statement- 1,the undersigned,assume respoosibilitV for installation of the POWTS shown on the attached plans. Plumber's Name(Pnnt) Plu r's Signature MP/MPRS Number Business Phone Number � '� 0 � '�`��'S��i"7 Plumbe s Address(Street,City,State,Zip Code) ��`�! f'� `� ' `Yl ` �' (,�..Q � Gu��C- - r;(��-G2Q � j 4-'�S`�3 VI.County/Department Use Only 7 Permit Fee Date Issued Issuing Agent Signature �Ap � �d�' ❑llisapproved $ � �Owner Given Reason for Deniai �v�' � I'�I�3 �" ��"' �- � Conditions o�Approval/Reasons for Disapproval � � ` �afie 7 I S a 3 ...o-.-�.�«_� � � �I V � �� D ��N"i� � �hk# �� JUL 0 7 2023 G ST- �-3`�� y�t#_._.-�`�=��-a`�"—�P� SAWYER COUNTY Attach to complete plans for the system and submit to the County only on paper oot less thau 8 t/2 x l I inches in siae �� 3 �tP NO R�FUNDS AFTER SBD-6398(R.03/22) ISSUE OF PEFMI� ;\j�K I ll/�%\\ Wisconsin Department of Safety and Professional Services ��i ,,� Phone:608-266-2112 Division of Industry 3ervices ��'� ��;`,A Web:htt�dsns.u�i_«�i�� 4822 Madison Yards Way ` � �� I_11 E;mail:d,��s!n��nc<m;in_u� PO Box 7302 ' � p Madison,w�53707 •,J t S %-� Tony Evers,Governor , '%r., � %�� Dan Hereth Secretary '��s:c��..:�~� ' June 29,2023 CUST ID NO.: 224832 Identificarion Numbers MARY JO HUPPERT Plan Review No.: PWTS-062301288-C 25720 FiREFLY LANE Application l�to.: DIS-062328379 WEBSTER,WI 54893 Site ID No.: SIT-117661 Please refer to all identification numbers in each correspondence with the Department. CONDITIONAL APPROVAL Conditionally PLAN APPROVAL EXPIRES: 06/29/2025 APPROVED DEPT.OF SAFETY AND PROFESSIONAL MUNICIPALITY: seRwces DIVISION OF INDUSTRY SERVICES TOWN OF ROUND LAKE SAWYER COUNTY :G-.. %..��.--. .�� SITE: SEECORRESPONDENCE KRISTOPHER J. &STACI J. ZOMOK 10338W C.T.H. B HAYWARD, WI 54843 SW 1/4 OF THE SE 1/4,SEC. 35,T41N,R07W FO R: Design Wastewater Flow Value:450 Geomat Mound Component Manual -5/18/22 Bedrooms: 3 Pressure Distribution Component Manual-Version 2.1 Limiting Factor(s): 24" (May 2022-2027) Maintenance Required: Effluent Filter SITE REQUIREMENTS • A full 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 Department,which may include local inspectors. A Department electronic stamp and signature shall be on the plans which are used at the job site for construction. The following conditions shall be met during construction or installation and prior to occupancy or use: • Preserve dispersal area prior and during construction to avoid disturbance,compaction and use of thc site. • Preserve dispersal area prior and during construction to avoid disturbance, compaction and use of the site. • Any tall grasses,leaves and shrubs shall be cut short and removed prior to tilling the surface for installation to prevent matting under the dispersal area. All loose organic material to be removed from POWTS Dispersal Area. • Prior to construction of the dispersal area,check the moisture content of the soil to a depth of 8 inches. Smearin�and compacting of wet soil will result in reducing the infiltration capacity of the soil Pr�er soil moisture content can be determined �rolling a soil sample between the hands.if it rolls into a 1/4-inch wirc the site is too wet to prepare. If it crumbles, site preparation can proceed. If the site is too wet to prepare,do not proceed until it dries. • Abandon Existing System per SPS 38333 • Pump Floats to be cet and��eritied per approved plan Anv chan�e5 mav result in pump resizing to meet TDH and GPVI Specifications. • Divert snrface water from POWTS Area. • All piping shall conform to SPS Table 384.30-3 and SPS Table 38430-5 • Insulate building sewer beyond 30 feet per SPS 38230(11)(c) • Tank Installation to follow all manufacture's recommenciations. • Verify property line(s)prior to installation. • Well setbacks to meet chs. NR 81] & 812. • �reas tf�:�t �ire occupied �1�ith rock ti-agments,trec roots, stumps and boulders reduce the amount of soil a��ailable for proper t rcatment. If no other site is available,trees in the basal area of the POWTS Disversal Area must be cut off at ground level. A i��rger fill area is necessary when any of the above conditions are encountered,to provide sufficient infiltrative area. OWNER RESPONSIBILITIES • The current owner,and each subsequent owner,shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval and Wis.Admin.Code§ SPS 383.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard,the property owner must follow the contingency plan as described in the approved plans. The submittal described above has been rcviewed 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.145A6,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 codc compliance. As per state stats 101.12(2),nothing in this review shall relievc the designer of the responsibility for designing a safe building,structure,or component. The Division does not take responsibility for the design or construction of the reviewed items. Tnquiries concerning this correspondence may be made to me at the contact information listed below,or at the address on this letterhead. Sincerely, Fee Required: $250.00 Fee Received: $250.00 �/�iii (/iz ii�l� ,C 1rf✓1 Balance Due: $0.00 Tim Vander Leest Refund Ex ected: $0.00 POWTS Plan Reviewer Division of Industry Services Phone: 608-516-6134 Email:tim.vanderleest(c�wisconsin.gov _ _ ., .3'iOfi j�.::.3'��;,�r�.,.1,��'.l(�`�".;.��'�� All water treatment s tems snaii oe kept out ot sept�c s tem r _ _ ROVED DEPT.OF SAFETY AND PROFESSIONAL Project Mame: KRISTOPHER J.&STACI J.ZOPAOK SERVICES Y SERVICES OwneYs Name: (SAME) Owmefs Address: 10338W C.T.H.B �, J�a,,,,,� ,t.,��- HAYWARD,WI S4S43 SEE CORRESPONDENCE Proper4y Address: 90338W C.T.H.B Legal Description: SW SE S 35 T 41 N R 7 W Tovmship ROUPID LAKE County:SAWYER Subdivision Name: MA Lo4 Plumber PIA Bbck Mumber. NA CS1d� P1A Parcei i.D.Flumber 024-741-35-4302 Plan Transaction No.: Page 1 Index and title Page 9 Tank cross sections Page 2 Data entry Page 10 Site Diagram Page 3 GeoN9at mound draiwings Page 11 Soil tes4 Page 4 Lateral and dose tank Page 12 Soil test Page 5 Distribudon media Page 13 Soil test Page 6 System maintenance specificatio�s Page 14 Aerial Page 7 AAanagemen4 and contingency plan Page 8 PumD curve and specfications MARY JO HUPPERT License Number f 859-007 D O6/19/23 � Phaie Number 715-426-1775 d�N�� r o � ��`.,p��y�� mp:' State of Wisconsin Approval Stamp: ' �a�aY,w`; � �'� : HUP�ititT � D i858 � '•;fi'�VER�A:-L�p: �: oesqned�s�anc w a�e GeoR�9at P�9ound Componeni f1AAanual 5118122 ' 9.6 Design of Pressure DistribuGon Netwwks tor ST-SAS(01/81)and 'Aressure Distribulion Component NAanual Ver.2.1(NAay 2022-202� Page 1 of 14 Mound and Pressure Distribution Component Design Design Worksheet . ;hall be �,.�.�. Site Information !. R Residential or Commercial Design �N ISD Required? 300.00 Estimated Wastewater Flow(gpd) 1.50� Peaking Factor(e.g. 1.5= 150%) 450.00 Design Flow(gpd) 3.00 Site Slope(%) 101.50 Installation Contour Line Elevation(ft) 24.00 Depth to Limiting Factor(in) 0.70 In-situ Soil Application Rate(gpd/ft�) � 76.00 Contour Length Available(ft) Distribution Cell fn rtna on � 6.50 Cell Width(ft)325. 6.5 qr 9,75 Onl�� 45.00 Designer Input Cell Length(ft) ; 2.00 Cispersal Cell Design Loading Rate(gpolft') 45.00 Dispersal Cell Length Required (ft) 2 InFluent Wastewater Quality(7 or 2) ressure Distribu on n rm �on C Center or End Manifold Are the laterals the highest point 4 Number o(Laterals in the distribution I Y� 3.25 Lateral Spacing(ft) network? 9.62 Forcemain Drainback(gal) If N above,enter the elevation ft 1.90 Forcemain Filter Loss(ft) of the highest point. 2.00 Forcemain Diameter(in) 59.00 Forcemain Length (ft) Dces the forcemain drain back?�Y 91.00 Inside Pump Tank Elevation (ft) �� 0.188 Orifice Diameter(in)(e.g.025) 2.00 �' ��. ��ated Onfice Spacing(ft)= 6.65 fl2lonfce 325 System Head(R)x 1.3 10.75 Vertical Lift(fl) 1.06 Friction Loss(ft) 16.96 Total Dynamic Head(k) 40.46 5x Void Volume(gal) 50.09 Minimum Dose Volume(gal) 28.84 System�emand(gpm) ameter e e on Laterel Diameter Selection Manifold Diameter Seledion in.dia. options choice in.dia. options choice 075 ' -. .._�....- 1.25 x 1.00 x � � 1.50 x X 1.25 x ----� 2.00 -- 1.50 x � x 3.00 � 2.OD x '-. . __ . _. .. � __. . ._._....� 3.00 x Man cturer nfortnation Treatment Tank Information Effluent Filter Information 1000.00 Septic Tank Capacity(gal) see pump taank � Filter Manufacturer .Wieser Concrete Products, Inc. Manufacturer ��see pump taank �Filter Model Number Dose Tank Information Gallonsllnch Calculator(ophonap 650.00 Dose Tank Capacity(gal) Total Tank Capacity(gal) � 17.00 Dose Tank Volume(gal/in) Total Working Liquid Depth(in) I.Wieser Concrete Products, Inc. Manutacturer gaVin(enter result in cell DoseTankVolume) Project: KRISTOPHER J.&STACI J.ZOMOK Page 2 of 14 Mound Plan View — —? � J � �� Observahon Pipe 3 — I K ��. � � s llA W � � T B I � I � � L ound Component Dimensions Down slope 'oe exter.so�� madF. A 6.50 ft E 2.34 in H 1.00 ft K 6.92 ft B 45.00 ft F 14.50 in I 7.79 ft L 58.84 ft D 0.00 in G 0.50 ft J 4.70 ft W 18.99 ft 292.50 (ftZ) Dispersal Cell Area 642.86 (ft2) 8asal Area Available 10.00 (gpd/ft) Linear Loading Rate 6" End of 8 Obs. Pipe Placement oun ross Section View GeoMat Dispersal Area Observation Pipe 12"ASTM C 33 sand as GeoMat required for Geo Mat Distribution Cell component - GeoMat+12" ASTM C33 sand '-�� :� � 10371 Finish Grade Cover Material 102.58 Lateral Invert Elevation I' . �'.' 101.50 Dispersal Cell � � �.� �. Slope 3.0 Elevation ��'E�' ' ContourElevation 101.50 �%' Tilled Area Porcemain In situ soil � In situ soil Shading Key I 0 Topsoil Cap Z � Subsoil Cap 3 0 ASTM C 33 sand (F) J 0 ASTM C 33 sand (D) � � Tilled Layer 6 � Geo Mat See details on page 4 for number, size, and spacing of laterals. Project: KRISTOPHER J. & STACI J. ZOMOK Page 3 of 14 O.YW�a4�IB�b�6P�798�18 � IfY6llik�lb�� 8 � � ��'�S �— �r..• �ytoee0n�0ortswaMa��VCSsWB! 4 � �p�yR� 0 t 88 m PMr^G°�°f�atarN° 1 50 m pr(io�3pWrq IXI 2 10 tt �elltel D�i� «�s��y 11 Uleral Lergtli IPI 22 OS 11 6 85 R'�onlce Laleral Erd(Z) �� M ]25 II LaMn�SPaug lSl 3 25 fl �� 1 5p m labty Flaw Rs1e 7 21 gpm �+^�D1°R1°16f SY�te^'Floa Ra1e 2B 8�9p^ Farsnun Veb�14 2 9�lvsec i. ,�.no. ..�.�i = 4..�.�.tr.i..aN v n.-r��M�.J f Y.m�W...,r ' I I..Y�J n.♦ nik'�I� u�1 M'� •��,•R N♦ ... , I�w.JaJl.d ... ••. . +Uru�R1I �T.nul NI.�F� 1"Ibm..�nP�(� � .fd`pN.n Y1��1.'�n'1 1��1��.� �-Ill�n+�l�a^�(.W+J .q....d..n., voR.m�a�.nMe� r�. ni�...� Z � � , 14....4Y . ` ✓ „�V'u:ll+�u� w.�M•..a. .�.I.w.ld :Cr.�'.1 I.�m A n�h�e C4xNo. y�..'••...! NSSCFHN .le:'.,�.x.��+��na� _ Br.��w��.,�^ _ E - _ ;,r_auro m aevaeon�n� ��ro,��r�n �wm• � �o„r _ 91 B3 � Oo�e Y�+rev�on i�� n.•• o--- 9f 00 ..�: .... . 'IkYMliug wwkr bm1.:... +i:� .. ... T�T. I�rl�es Galbns We�er ConaNe ProCutts Mc A 23 29 �95 91 C a 650 00 B 2 00 3�00 Vdurtr 17 00 gWntri C yJ.fC `Si�[:.Lu�.� [•_ ty.�R o � vo.00 ,�000 SY � . ��s9.�wv = Y � , � �" TOW 382� 65000 ;y.Cl �l�ns � Y�Y� _ ;Z� It q1usYG �Ju.St ,___—'___—_.________T. yy[/LS,ZC _ i�/Sj,� ��3'�N�L�L FNer Ma�wdaGY+er ;Cbr�ou' _.. . � FAbtYA00NMXnDM ;NSSCFF324 __....___—_—_." /Jarrn AlanuFucuxer ;S.E RMOmbus ; AUrm Motlel Nurt�ber iAB.TarN�Alerf . _,�_.______—._.____'._—_—_.._ Pump ManufatMer �,Zoallar Cam�anY_ . _ .. .. .. ..._ .�. Purno�ose�Nir�Ner� �__�� PUIy lelwt DCYvc� 20 NI gprt� el 1 O 90 11 TD11 o,�,., krnsroa►�a� a sTna� �(�rac vapr�rn�a GeoMat Distribution Cell Media Layout 6.50 Cell Width(ft) 1.63 Sidewall to Lateral(ft) Distribution Cell Cross-section Arranqements _ � - omponent Legend � DisMbulion Pipe With Pressure Lateral L.,_I Orifce Shield • Turnup Enclosure - - - - - Pressure Lateral GeoMa[is covered with approved geotextile fabric as per the their product approvai. Distribution Cell Plan View Layout-Typical 6.50 Cell Width-A(ft) 45.00 Cell Length-B(ft) CenterConnection Laterel Layout Diagram r� � � �� J yp ca ispersal Ceil Sand Fill Recommended Distribution Lateral � - ` Onfice Shield Plpe Dia. Approved Infltrative Fabric I -ar-._.__ '-" � �.r+!�.��w �r s u-...� . �r��j�. ; . GeoMat � . — � -•-- . - ComOonen[ O � � ^dAumaIAGTAClI..md',' Infiltrative Surface/Plow Layer �.r;:wv:v:� se on pes Shading Key 1 waterTleht� o � 0 Topsoil Cap T°'�e"�a"ge ✓ "^""'" �- r 2 0 Subsoil Cap Ia�ba, 3 � ASTM C 33 sand (F) '"" d 0 ASTM C 33 sand (D) rmm � i��aua��i Mm 5 Q Tilled L0y¢r na/Geo ,�� 6 � Geo Ma[ ��1�°,��LJ�I ' '-/g^�l/L�-=�izF..b..l ir�,^�tnr.-n��,c,�. See details on page 4 for number,size,and spacing of laterels. Project KRISTOPHER J.&STACI J.ZOMOK Page 5 ot 14 Mound System Maintenance and Operation Speci£cations Service Provider's Name RED'S SEPTIC SERVICE Phone 715-798-3G33 . . . _. . .__. . . . . POWTS Regulators Name Sawyer County SPIA-Zoning Administration .. Phone (715)634-8288 :� Svstem Fiow and Load Parameters Design Flow- Peak 450 gpd Maximum Influent Particle Size 1/8 in Estimated Flow-Average 300 gpd Maximum BOD5 30 mg/L Septic Tank Capacity 1000 gal Maximum TSS 30 mg/L Soil Absorption Component Size 292.5 ftz Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Coliform 10E4 cfu/100 mL Service Freauencv Septic and Pump Tank Ins ect and/or service once eve 3 ears Effluent Filter Ins ed and clean as necessa at�east once eve 3 ears Pump and Controls Test once eve 3 ears Alarm Should test eriodically Pressure System Laterals should be flushed and ressure tested eve 3 ears Mound Inspect for ponding and seepa e once eve 3 years Other Miscelianeous Construdion and Materials Standards 1. Observation pipes are slotted and materiais conform to Table SPS 384.30-1, have a watertight cap and are secured in as shown in the Synergy Systems GeoMat Mound Component Manual Version 1,2017. 2. Dispersal cell media conforms to GeoMat products approved for use with the Synergy Systems GeoMat Mound Component Manual Version t,2017. Media is covered with an approved geotextile fabric. 3. All gravity and pressure piping materials conform to the requirements in SPS 384,Wis.Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail - 6-8" Diameter Finished Threaded Cleanout � Lawn Sprinkler Grade \ PIUg or Ball Valve Box \ 1 Wterai Ends at Last Orifice Where Long Sweep 90 or Two �45 Degree Bends Same Diameter as Lateral i,, , � : !_ �t: �Distnbution Lateral � �� Lateral Cleanout � 0.9 Feet Project: KRISTOPHER J. &STACI J. ZOMOK Page 6 of 14 Mound System Management Plan Pursuant to SPS 383.54,Wis.Adm. Code Gene�al This system shall be operated in accordance with SPS 382-84 Wis.Adm.Code,and shall maintained in accordance with its'component manuals(Synergy Systems LLC.,Geomat Mound Component Manual version 1,2017,Pressure Distribution Component Manual Ver.2.0 SBD-10706-P(N.01/01)and SSWMP Publication 9.6(01/81)]and local or state rules pertaining to system maintenance and maintenance reporting. Septic and pump tank abandonment shall be in accordance with SPS 383.33.W is.Adm.Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers,access risers and covers should be inspected tor water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound,defective,or subject to failure must be replaced. Exposed access openings greater than&inches in diameter shall be secured by an effective locking device to prevent accidental or unauthonzed enVy into a tank or component. Seotic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s.287.48,Stats. The contents of the septic tank shall be disposed of in accordance with NR 113,W is.Adm.Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The f Iter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the flter when removed from its enclosure. If the filter is equipped with an alarm,the filter shall be serviced if the alarm is activated continuously. Intermitlent filter alartns may indicate surge flov5 or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds i/3 the liquid volume of the tank. I(the contents of the lank are not removed at[he time of a triennial assessment,maintenance personnel shall advise the owner as to when the next service needs to be perfortned to maintain less ihan maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank pertormance is generally not required. However,if such prod�cts are used they shall be approved for septic tank use by the W iswnsin Department of Commerce. Pumu Tank The dosing(pump)tank shall be inspected at leas[once every 3 years. All switches,alarms,and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. If the force main has a weep hole,it should be noted if it is tunc[ional during pump operation,and if not,it should be cleaned. ""'No one should ever enter a septic or dose tank since dangerous gases may be present fhaf cou/d cause death.""' Mound and Pressure Distribution Svstem No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter,and the mound shall be seeded and mulchetl as necessary to prevent erosion and to provide some protection from frost penelration. Traffc(other than for vegetative maintenance)on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weaMer installations(October-February)dictate that the mound be heavily mulched as profection from freezing. Iniluent quality inlo the mound system may not exceed 220 mg/L BODs,150 mg/L TSS,and 30 mg/L FOG tor septic tank effluent or 30 mg/L BODS,30 mg/L TSS,10 mglL FOG,and 10'cfu/100 mL for highly treated etfluent. Influent flow may not exceed ma�mum design flow specified in the permit tor this installation. The pressure distribution system is provided with a flushing point at the end of each lateral,and it is recommended that each lateral be flushed of accumulated solids at least once every 3 years. When a pressure test is performed it should be compared to the ini[ial test when the system was installed to determine rf onfce clogging has occurred and if onf ce cleaning is required to maintain equal distnbution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for efFluent ponding. Ponding levels shall be reported to the owner,and any levels above 4 inches considered as an impending hydraulic failure requinng additional, more freQuent monitoring. Contingencv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank,pump,pump controls,alarm or related winng becomes defective the defective component(s)shall be immediately repaired or replaced with a component of[he same or equal peRormance. If the mound component fails to accept wastewater or begins[o discharge wastewater to the ground surface,it will be repaired or replaced in its'present location by increasing basal area it toe leakage occurs or by removing 6iologically clogged absorption and dispersal media,and related piping,and replacing said components as deemed necessary to bnng the system into proper operating wndition. See Page 6 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: KRISTOPHER J. & STACI J. ZOMOK Page 7 of 14 A TG—t. '/4`�.+,`-.�'�'-- � '�.� - W - r+Fao GanCm cufivE .�1 � � trooE� '9� � 5�8 +{ I' � � � e � ( . V n 3 5/B 6 p • + + � � �S , � . . � 4 3/l6 _ 1 io e . z � 1 1/2-11 t/2 NPT � W 50 60 7(1 LD $ �� 10 IO fQ15 � gp �6p 7�0 ilDv PER IY+I�TE . 1100EL 90 60 C�'QE Fwl Ga�n�s Yelen Ltus a n �� m w s. >� �s• n .s u ��e � 12 �i m n a� e i �( 1d ic iS !/p� 1 4 3/16 - � .K�w � COPISULT F/=�CTORY FOt'i SPECfAL APPLICA'i'IO�G Elecaical a�rrrroors.for tl�l�x systerts•are availeb�e ane • vanade�e�e+aoet s,rilches are avai�ede tor cantrni�p sngle supp6ed wnth an alann. arW tlKee Pf�ase sysBems� Med�2Nert�atas.tor dupleX sys�, are avaiteble • �e PKJ9Y��level float sw�hes are avaNable vviHi or witlwut a�m�ih�- for varieble levei bng cYde�ntrols. 5:1EC1'ION GUIDE � 1. �Va�y�y�p y 0��ri�zl aMldti ro edrnW ou�d nOw�� Standard a�l modals -Wei ht 39 Ibs. -'h H.P. 2 3iq�pimy0s#wioblebtib�+*�'°r��"��°a0�' co.rd a.rraes or a.+u�wrr o Fwan. •8ais 3 �A�Q�Cd alrt�Mor 760072 v lOUO/5. ModN Yolls� r°� • 4. 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' _ � ' � � +., v � Tppc of Pump Mu Pump Mu PumP Pumpiog .. �� A�� C�� Run Current StaK Cume�t �^8� 3��"��`�+,.A ."""dt` r:,.a 1� M.�char��.Gslly '.I�4� 1_'I�.V l.'. !.'U�. . �� SJE PumpMasteY'WPS activated t HP.230V 13A.23Cv &5A,2�OV �� 36 m Mechanically 1/2 HP.720V 13A 120V 85A 120V �t Activated 1 HP.230V 13A.230V 85A.230V !�8 91 cm) SJE PumpM�std_ _ 36.r. � Mechdnically 3/4 HP.170V 15A,720'v' &SA 1?0A�.. . .� SJE PumpMaster'Plus q�trvated 2 HP,230V iSA.23CV 85A 230V � � " SJE PumpM�st�r gppT Mechanicaily 1/2 HP,120V 73A,120V 85A.120V ��8 91 ecr� � S .,,P .,�o��n„o,,,,� Activated 1 HP.230V 13A,230V 85A,230V `' � Merhan.call� 15�l A 90i RA 154,190V 9�A ��° �A'� � Dou61e Float' Master �t�vated 120�r 24CV 15A,240V 9CA �40V MUST use if dose<T'unless using VerticailiAaster below ' • Mechanicaliy� 1 1/2 HP,125V 20A.125V 120A.125V 8-24 in � S.IE AmpMast�Y ActivateA 3 HP,250V 20A,250V 720A.250V �23-61 cm} F SJE VerticalMaster' Machan�cally 1 2 HP 12CV 13A 120V f,OA 120V . 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"- -_ G:, �� _ •'C �-�',�y�P 3Q 213/161 -/ C'• /� � 3 39 21�/16 ( 33l 215/]6' ��dJ- �ZOD 3 2� 3 -� 3 16 3 Iq6 i 30B 3 7/16 300 3 3/Ib 793 3 U16 1!5 3 SA6 7 77 3 6/16 769 3 ]/l6 161 3 8/16 � 7.Ss 3 9/]6 / 2.�6 310/16 �1', ��e � �� LQJQL �� 75/ �Q /d4� S6JiIC� ��.f/P 738 311/16 � 2ID 317/16 773 3l3/16 � \ \�. /�, • / r �� C�� 715 3U/16 �7. ) �.1� /C>N�/AC e.�0.��jr ��AM� �/1N1C /� 10] 3IS/Ib 1� � �9: . ,��b 3� se � T;P o F �Zo n to rSo tlar o l- �Z.,1 � i.M a 2/16 116 a 3/16 �"� � �6e � a/t5 �S�-p� %� �iMPA SW^I /"��w� �'�.A.. � Ifi0 � SA6 153 � 6p6 J ,\�p 1�5 � ]/36 �X/LMr�� .3 �S O� �uMr (RI1/��L W` S/Q,Q1�• 137 � 8/36 1.79 � 9/l6 ��/ �zz .�0,�6 L. l� es� F.�.� c�a, +- �3 3. ', �ID � IS� �]i/16 IOfi �1]/16 { /�. O � 3 �Y� V1 r�� 0.9! �13/16 ) �IL� ►aas � "�'! ��^' 091 al�/16 /'V 083 d15/_16 /il }.�� Q� �-'-p � OJS 5 wo r � From:bettendorf�aldishup.us Se� Friday,October 14, 2022 4:58 PM To:Adam Adank; Emily Lund;Mary lo Huppert Subjett S1E Vertipl master float switch If you interested, I've done some testing with the S1E Vertical master pump switch and have attached a chart that shows how to set the float to achieve the small doses required by a Geomat. Typically,the minimum pump range for[he common SIE Pumpmaster is 7".The S1E Double Float master shows that it has a minimum of 3" pump range which I think would be almost impouible to set accurately. In addition,they are not taking into account the sbppy tolerance of the tuming on point the mechaniwl switch. Mercury float switches had a tight tolerance for turning on,the mechanipl have more like 1.5" of tolerance in when it turns"ON". !is a result, I've been using the vertical master which turns"ON"at a co�sistent point. Thanks, .�¢ ./�[�C'IIIQ� Mike Rodewald Bettendorf Transfer& Excavating 285 CR-SS River Falls WI, 54022 715-425-6200 --�-�----------- ----