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Home My WebLink About024-841-12-3419-SAN-2022-209 ` Industry Services Division Counry •� 4822 Madison Yards Way �0.w e�-- - . �_ -; Madison,WI 53705 Sanitary Permit Number(to bc filled in by Co.) � P= P.O.Box 7162 r Madison,W[53707-7162 �3 � � �� 6 � � - � Sanitary Permit Application State Transaction Number � In accordance with SPS 38321(2),Wis.Adm.Code,submission of this form to the appropriate govemmental unit T��6�� Q ,S - C. d is required prior to obtaining a sanitary permit.Note:Application forms for state-owned POWTS are submitted to Project Address(if different than mailing address) .� the Department of 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. � �� \� w f�� I.Application Information-Please Print All Information d �� Property Owner's Name Pazcel# Jcc-�n. 2 � p Gc��er- oati- Syr- �a 3y� Property Owner's Mailing Address Property Location N i � 8 c� � s.r..se-4�- L., ca.� 6e� Ciry,State Zip Code Phone Number �0.�c�� 1�� l�= 5.3 c/S Co 5� Y<,J'� '/<, Section �� II.Type of Building(check all that apply) l.ot# ? T �/ � N R O �__E�r �l or 2 Family Dwelling-Number of E3edrooms 1, J Subdivision Name Block# ❑Public/Commercial-Describe Use ❑City of ❑State Owned-Describe Use CSM Number ❑Village of CSf1 #Sq01 v.lOP.311 �:Townof �ouv+� LaKe III.Type of POWTS Permit:(Check either"New"or"ReplacemenY'and other applicable on line A. Check one box on line B.Complete line C if a licable.) `4' New S stem y � Replacement System Other Modification to Existing System(explain) Additional Pretrcatment Unit(explain) B' Q Holding Tank 0 In-Ground � At-Grade �Mound � Individual Site Design � Other Type(explain) (conventional) (�eo.Mdk C• � Renewal Before Revision � Change of Plumber � Transfer to New Owner ��st Previous Permit Number and Date Issued Expiration '-- IV.DispersaUTreatment Area and Tank Information: 1 Design Flow(gpd) Design Soil A plication Rate(gpd/s� Dispersal A a Required(s� Dispersal Area Proposed(s� Syste Elevatio � 3n o I.o a.o 1.6 �o isa ,�,5 isa.� 9y ��- `�i�.,. Capacity in otal of Manufacturer Tank Information Gallons Gallons Units � a o � u New Tanks Existin Tanks '�° c U � � � N `� Co►�3o g � o � � � � � � T A tJ K. a, U tn �, va w C7 n. Septic or Holding Tank p y O , 6 '� Yo � r c Dosing Chamber 5�� .SO U V.Responsibility Statement- I,the undersigned,assume responsibility for installa6on of the POWTS shown on the attached plans. Plumber's Name(Print) Plumber's Si MP/MPRS Number Business Phone Number (3e_.c-cld rrc�,er�1 �G 9�O 1 I I 7/5 'S S8 �11 3 $ Plumber's Address(Street,Ciry,State,Zip Code) i 3 s�a w F��-�,�� c�a WG w G�a, w z .s�,►a��3 VI.Co n /Department Use Only Appr v ❑Disapproved Permi[Fee Date Iss ed Issuing Agent Signature !�i $ `�c�, � b'�I&�aa `d�/I.��,r,�,�2�1-�.�,�-= ❑Owner Given Reason for Denial Conditions of AppcOv�t7R�asons for Disapproval �,""��i :,��,•'. � f, �.J ��{�� ';y ��J� ,J' f�� '!! �( Date g L.��a� - `:� �l �� ; , I!' � - �a AUG 17 Z02� � � � � � , C � T �'Lw in)o r ld �' �3�3[v SAWYER COUNTY� �� - I I I ZONING ADMINISTRATION Attach to complete plans for the system and submit to the County only oo paper not less than 8 1/2 x 11 inches in size SBD-6398(R.03/21) NO R�FUNDS AFTER ISSUE OF PERMIT �ivision of Industry Services - 2331 San Luis PI -\I _ � Green Bay,WI 54304 . ,_`$a� ,�;.i www.dsps.wi.qov r '1i . ` �— Tony Evers-Govemor � - Dan Hereth-Secretary August 16,2022 CONDITIONAL APPROVAL C,onditiona/ty PLAN APPROVAL EXP[RES:2024-08-16 A P P ROV E D Plan Review:PWTS-082201895-C DEP7. OF SAFETY AND PROFESSIONAL Gerald Otto Froemel $ERVICES 135o2wFroemclttd DIVISION pF INDUSTRY SERVICES Hayward WI 54R43 S�TE:Gerner,Jeffrey � / i� ^ Town of ROUND I.AKE � 2� SawyerCounty __.._—. __..-- —___.___._.__._.. TotalAmount:$250.00 SEE CnRRESPONDENCE FOR:300 gpd-2 BRs-New Construction 16"Limiting Factor-E(fiueot Filter-Maintenance Required Geoma[Mound Component Manual-Version I Pressure Distribution Component Manual-Ver.2.1(May 2022-2027) The above submittal has been reviewed for conformancc wi[h Wis.Admin.Code(bVAC)&Wis.Sta[.,and has been CONDITIONALLY APPROVED.This private onsite wastewater trea[men[system(POWTSI shall be ins[alled in accordance with the enclosed approved plans and any above referenced component manual(s)and specifications. The owner,defiued iu Wis.Stat§101.01(10),is respousib►e for comptiauce with all code requirements. Prior to install,a sanitary cermit shalt be obhined from the county where located and inspection shall be arranged per Wis.Stat.§145.19 and 145.20(2)(d).No person may engage in or work at plumbing unless licensed to do so per Wis.Siat.§145.06.A copy of the approved plans,specifications,and this letter shall be onsite during iastall and open to inspection by authorized representatives of the DepaRment.All pemtits required by the state, counry,and local municipality shall be obtained prior to commencement of any construction/instalUoperation. This approval shsll be subject to the following condiAons: • Prior to any work in or ncar POWTS disaersal componeut area,soil moisture content shall be checked at depths from 0 to 8-inches.Smearine&com�acting of wet soil reduces infiltrative canacitv Bv hand.a eolf ball size soil samole shall be Imeaded&rolled into a ball.If it can then be rolled into a wire down to I/4-inch thicic_ the site is too wet to proceed:if i[crumbles before reachin�1/4-inch thick,the site is dry enou�h to proceed • Prior to plowing POWTS dispersal component area,tatl gasses and shcvbs shall be cut short and this and all loose organic material s6a11 be removed from the area to prevent matting. • Areas ocwpied by rock&agments,tree roots,stumps and boulders reduce the amount of soil available for proper treatmenL If no other site is available,in the POWTS dispersal component area,troes a�all be cut off at eround Ievel and removed,slong with boulders;stumos and roots shall remain in olace.A larger infiltrative area is necessary when any of the above conditions are encountered. Page 1 of 2 • POWTS component areas&horizontal setbacks shsll be oreserved prior to and during construc[ion— preven[disturbance,compaction, fill or use of areas. � • Horizontal setbacks of all POWTS componen[s and lines,especially from baildings,OHWM of navigable waters,and wells,sha�be verified prior to instal(to conform to WAC$ SPS Table 383.43-I. • Wastewater from contractor equipment&tool use&cleaning and leftover pralucts shall not be dischazged [o POWTS but shall be otherwise properly disposed of on or off si[e. • Tank install shall conform ro all manufacturer's requirements. • All piping shall confonn to WAC§ SPS Tables 38430-3 and 38430-5. • Insulation otbuilding sewer length beyond 30 feet shall confocm to WAC§ SPS 38230(11)(c). • Eaisting,unused POR'TS components shall be abandoned per WAC § SPS 38333. • Surface water diversion/drainrge away from all POWTS component areas shall be ptovided. • Changes impacting dosing require state verification of TDH&GPM specifica[ions. • For new construction,it is recommended ro not activate dose pump(s)until all tanks are pumped by a DNR certified septage servicing operator after conclusion of all significan[construction and in[erior finishing. • Submitter shsll provide owner a copy of this letter,the owner's manual&management plan,and all instruc[ions for proper operation&maintenance of this POWTS,for which the owner s6a11 be responsible,per W AC § SPS 3A3.54(1). Owcer shall provide this information to any subsequent owners. • Owner shall report each inspection,evaluation,maintenance,or servicing to county per WAC§ SPS 383.55. • if any POWTS componeot malfunctions so as to crea[e a health ha7ard,the owner must fotlow the contingency plan described in this approval. In granting this approval the Division of Industry Secvices reserves the right to require changes or additions should conditions arise making them necessary for code compliance.Nothing in this approval shall relieve the designer of the responsibility for desig�ing a safe building,structure,or componen[,per Wis. Stat. § lOL l2(2). Inquiries conceming t6is co�respondence may be made to me at the telephone number or email listed below. Best Regards, Jake Shedivy �POWTS Plan Reviewer �acui�.niirui��,a��e i,��y�608-261-7932 Page 2 of 2 GeoMat MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN INDEX AND TITLE PAGE Owner Info Project Name: Gerner- Bethel Rd Conditionally Owner's Name: Jeffrey R 6 Peggy S Gerner � _. Owner's Address: N 11861 Sunset Ln DEPT. OFSAFETY-AND PROFESSIONAL Randolph, WI 53956 _ __ 6E#�".icES — DIVISiON OF INDUSTRY SERVICES Property Info � i�f!/ - � . , ,i26��f�' Property Address: 12420W Bethel Rd SEE CORRESPONDENCE Legal Description: SE SW S 12 T 41 N R 8 W Township Round Lake Counly: Sawyer _ Subdivision Name: Lot Number: 3 Block Number CSM#: 5901 Parcel I D. Number 024-&41-12 3419 Plan Transaction No Index Pages Pape 1 Index and tiUe Page 9 Tank cross sections Page 2 Data entry Page 10 Site Diagram Page 3 GeoMat mound drawi�gs Page 4 Lateral and dose tank _ Page 5 Distribution media _ Page 6 System maintenance specifications Page 7 Management and contingency plan Page 8 Pump curve and specifications Gerald Frcemel License Number: 950111 Date: 07111/22 Pho�e Number: 715-558-1138 Signature��_ Designer Stamp: State of Wisconsin Approval Stamp: Desgned Pursuant to the Synergy Systems L.LC., GeoMat Mound Component Manual(Edition 1, 2017), (N.4/1n, SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81)and Pressure Distnbution Component Manual Ver.YrB SBD-10706-P(N 01/01, R. 10/12) ol.1 Ha� >o,� GeoMat Mound Edition 1, 2017 Page 1 of 10 Mound and Preasure Diatribution Component Design Site Infortnation R Residentiel or Commereial DeSign N ISD Requiretl7 �� 200.00 Estimated Wastewater Flow(gpd) 1.50 Peaking Factor(e.g. 1.5= 1509'0) 300 00 Design Flow(gpd) ' 3.00 SRe Slope(%) 94.92 installation Contour line Elevation(R) 16.00 Depth to LimRing Factar(in) � 0.80 In-situ Soil Application Rate(gpolft�) � 100.00 Contour Length Available(ft) Distribution Cell Information � 3.26 Cell Width(ft) � 47.00 Desgner Input Cell Length(h) �� 2.00 Dispersal Cell Desgn Loading Rate(gpd/fl�) � 46.75 Diapersal Cell Length Reqwred(ft) � � 2 InFluent Wasiewater Qualfty(7 or 2) Preasure DisVibuUon Informatlon r— E, Center or End Manifold Are the Iaterais the hi hest_ _ int 9— P4—_._... . ... t NumDer of Laterals in the diatnbution Y 0.00 lateral Spacing(ft) �ebuark7 � � - - � 6b2 Forcemein Dramback(geq If N above, enter Ihe elevation(ft) 0.50 Forcemain Filter Loss(ft) of the hghest point . _ . � - 2.00 Forcemain Diameter(in) - -- 40.00 Forcemain Length(ft) Does the forcemam drain back� _ Y ___, BB.50 Inside Pump Tank Elevation(fl) �' �0250 Onfice Diameter(in)(e.g. 0.25) � � � 2.00 Orifice Spacing(ft)= 6.64 fl�lonfice 3 25 System Head(ft)x 1 3 7.77 Vertical Llfl(R) 0.63 Fndian Loss(fl) 17.55 Total Dynamic Head(R) 37.68 Sx Vo�d Volume(gal) 44.20 Mi�imum Dose Volume(gai) 26 80 System Demand(gpm) Diameter Selection Latenl Diameter Selection ManHold Diameter Selecdon in. dia. o tions choice in. dia. o tlons choice 0.75 ---— ', 1 25 — ___� tA0 --- ----� 1.50 ._-- -- I 125 i 2.00 _---� 1 50 3.00 2.00 x -.___X , 3 00 x Manufacturer Infortnation Treatrnent Tank Infortnatlon Effluent Filter InformaUon 840 00 Septic Tank Capacity(gal) Lifetime Filler LlC Filter Manufacturer Wieser Concrete Products, Inc. Manutacturer LT 1!8 .fiNer Model Number Dose Tank Information Gallonallnch CalculaWr 50826 Dose Tenk Capacdy(gaq 50826 Total Tank Capacity(gap 11 82 Dose Tank Volume(gallin) 43 00. 7otal Working Uqwd Depth(in) Wieser Concrete Products, Inc. Manufacturer 11 B2 gaUin(enter resuk in cell DoseTankVolume) Project: Gemer-Bethel Rd Page 2 ot 10 Mound Plan View — —t J 1/T 10 � Obxrvation Pipe 3❑ _� K � 6 '4 W - B I I ❑3 t � � L Mound Component Dimensions A 325 R E 9.17 in H 1.00 ft K 8.90 ft B 47.00 k F 15 00 in I 8 29 ft L 64 79 ft D 8.00 in G 0 50 ft J 6.65 ft W 18.19 ft 152.75 (ft) Dispersal Cell Area 542.31 (ft2) Basal Area Available 6.38 (gpd/ft) Linear Loading Rate 4 70 (ft) 1110 B Obs. Pipe Placement Mound Cross Section View GeoMat Dispersal Area Observation Pipe 12"ASTM C 33 sand as GeoMat required for Geo Mat Distributfan Cell component � � GeoMat+12"ASTM C-33 sand H .. G .. 97.84 Finish Grade - -- Cover Material 96.67 Lateral lnvert Elevation r=� . f 95.59 oispersalCell � � �.,_��_ Slope 3.0 Elevation ' '� ' ' ContourElevation 94.92 �'' Tilled Area forcemain In situ soil � In situ soil Shading Key �minute detail 8� calcs are i 0 roPso�i ceP � � ; fine but diagram should z � s�n5o�i ceP � _ _ show H measured from top z O nsTro c ss saoa �F� �, . �f distrib. lateral, not bottom �1 0 AS7M C 33 sand (D) '� � ��--�'-�-�'�-�- - � � � 7illed Layer 6 0 Geo Mat See details on page 4 for number, size,and spacing of laterals. Project: Gemer- Bethel Rd Page 3 of 10 End Conn�ction Lwtenl Layout Diogram •=Turn-up w/bail valva or dearrout � All oriflces point down I Y 1 lst orifke Ixated x Z , I�K P i..a Laterols&forcemainofvVC5cha0xr T bl � - ��%fice 0.9 k from cell ends - �. be spec'd fruro n;anifold I Number of Laterals 1 Orrfiee Diameter 0 25 in � Laleral Diameter 2.00 in Orifice Spacing(X) 2 10 fl lateral�engM(P) 46.60 R Orfices per Lateral 23 Lateral Entl(Z) 0.40 ft Orfice Density 6.64 ft�/orifice Lateral Spacing(S) 0.00 tt Manifold Length 0 00 ft Lateral Flow Rate 26.80 gpm Manrfold Diameter 2 00 in System Flow Rata 28.80 gpm Porcemain Velocity 2.74 ftJsec Dose Tank Information I m�kinc cm<r��nh��amm�lahcl 3 h.;lmc dc.u.:md wtlo hi•h:.cal �, . ,. ,'.,,�.Jl,,,.. 'I �;�..��..,,�,,. ,.�...�< ;,,� :,,,�.�,;��,,,,,_ i � Iu�I.M1qAGmJ. ::-I ... �. ^ .�:i�� ••• • . . �— � �� UbCclurct� . J'Clc.m mn Pilv' ii Upuunnl MII�Pl�v \Yireal'mml�l�uicseurcc � �-1� �oc�vnrol.M'N.n - I� dllu:mtw�iiyd.mJ II I � f1�xi.��al�W�ln FOfCN�IBMIf�IOTlIt! J"INn IYI I�i6�� ..��: , � - -�— -,,� 2 in. Ita.s.s��y� � � I .rn�r�iaorlMr�e•� :uul u:nrr � a+.. .,na�,��no I A� �IFM1I Q.8�C1 +�IiJ!^ ^�J „ ' \\.�l.F.�4.0 .ni . I'u�lw Sim/Tech filter �!�.�M"��„�„ STF100 1/16 dliglioal.raiann�.., _ B ' n: i'umpUnFl,cn'I� � .I'c; E � "' �----Pump all alevation(tt) �� rw„i,on�iio�i•.��'.�.r��„r r�-� 8950 � * , ni,.. �,ooae urYi ekv,aa,(n) 3�a�� ';P� ... "IltJdm�undcr IanA�..i �� d i iEEi:i'.titi3s;�.r'y 8b.$� vr. -r . 2i;:iir.::°aa::.'. .... ,a�:�r• . :: :_::..�....�.�...,., Dvnension Inches Galbns Wieser Concrete Products,Inc. A 25.26 298.58 Ca aci 50826 8 2 00 23,64 Volume 11 82 gaVinch C 374 4420 D ' 12.00��. 141.84 Total - 43.00 50826 Fifler Manufaeturer Sim/Tech Filter Fiiter Model Number STF 100 V 16 � PJartn Manufacturer I§JE Rhombus� � _. .�_� Alarm Model NumDer ��AB .___ _. ...__ . .. . . . . . . .. _--__ Pump Manufacturer Liberty Pumps � �� Pump Model Number 283� Pump Must Delivar 26.80 gpm at 11 55 ft TDH Projact: Gemer-Bethel Rd Pape 4 of 10 GeoMat Distribution Cell Media Layout _ 3,25 _Csll Width(R) 7.63 Sldawall to LaDsrel(R) � Distrfbutbn Cell Crossaectlon Arranpemants �� Component Legend � Dhtribution Pipe WHh Pressum Laterel L.J Or�ce ShielG � Tumup Enclosure -- --- Pressure Lateral GeoMat Is coveretl wit�approve0 gedeMtblabric as per the their protlud approval DlsMbutlon Cell Plan View Layout-Typical 325__ Cell Width•A(ft) 47.00 Gall Leng[h-B(R) �.� � �. � � � �� ' � � J Typical Diapersai Cell Santl Fill Recommentlee DiStribution L2teral � Orifice Shield Pipe Dia. AGproved Infltrative Fabnc .. "_- ' . .. . . . . . !' _ _ - I �. :::.i .;^....t � GeoMat � . . _— ✓ . .�, � Component 0 ' _ ''.9i�ic-]:::s-.. Infikrative Surface/Plow layer :..i:.,:.,,� Obaervatlon Pipea Shading Key / WaterT4M� r � I 0 Topsoil Cap iakt�br�� s•u:n �� 2 0 Subsoil Cap � n.w, z � ASTM C 33 santl (F) �'"" 1 � ASTM C 33 sand (D) .:��3•Mh '""'°n 5 0 Tilled Layer c nE/G<o �1 Min �� , fiQ GeoMat ��dtl'. �:�LC.FI":iil�: . ic:_ :_ � IYi.l�i",;xr�K:fir•,,,; . Sea tlefaile on pege�br number.nize,aM apecing d Nterob Projed: Gemer-Bethal Rd Page 5 of 70 Mound Syatem Maintenance and Operation Specifications ____ _ Service Providefs Name Gerald Frcemel � Phone'715-558-1138 - - -- _ _ _ _ ___ POWTS Regulators Name Sawyer Coun4y SPIA-Zoning Adminiatration I Phone'�(715)8348288 . . .. .. ._. _ . _ . . . Svstem Flow and Load ParAmalen Design Flow-Peak 300 gpd Maximum Influent Particie Size 1/8 in Estimated Flow-Average 200 gpd Maximum BODS 30 mg/L Septic Tank Capactty 840 gal Maximum TSS 30 mg/L Soil Absorption Compone�t Size 152.75 R� Maximum FOG 10 mg/L Type of Wastewater pomestic Maximum Fecal Col'rfortn 10E4 cfu/100 mL Service Freauencv Septic and Pump Tank Ins ect andlor sennce once eve 3 ears EHluent Filter Ins ect and clean as neceasa at least once eve 3 are Pump and Controls Test once eve 3 ears Alarm Should test riodicall Pressure Syslem Laterals should be flushed and ressure tested eve 3 ars Mound Inspect for ponding and seepage once every 3 years _ Miscellaneous Construction and Materisls SUndards 1. Observation pipes are slotted end materials con/ortn to Table SPS 384.30-1, have a vreteAight cep and are secured in as shown in the Synergy Systems GeoMat Mound Component Manual Version 1, 2017. 2. Dispersal cell media con(orms to GeoMat produds approved for use with the Synergy Systems GeoMat Mound Component Manual Version 1,2017. Media is coverad with an approved geote�ctile fabric. 3. All graviry and pressure piping matenals 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 mukhed to prevent soil erosion and help reduce frost penetration. LaMnt Tum-up Detai� 6-8"Diameter Finlshed Threaded Cleanout �awn Sprinkler Grade � Plug or Ball Valve Box Wtenl Ends at Wrt Orifice WAere Long Sweep 90 or Two ��45 Degree Bends Same Diameter as Lateral �DistributionWterai � LateralCleanout � 1.3 Feet Project: Gemer-BeMal Rd Page 8 of 10 Mound System Management Plan Purauant to SPS 383.54,Wis.Adm.Code nerol This system shali be opersted in accorclance with SPS 382-84 Wis.Adm.Code,and ahall maintained in accordance wdh fts'component manuals[Synergy Systems LLC..Geamat Mound Component Manual version 7.2077.Preasure Distnbution Component Manual Ver. � ' �'.�.�: . . _ _ ._'�:and SSWMP Publication 9.6(07181)]and local or atele rules pertaining to system mainleeance and mamlenance rapoAing. Sepfic and pump Wnk abandonment shall be in accortlance wiN SPS 383.33.Wis.AAm.Code w0en the tenks are no bnger used as POWTS components Septic or pump lank manhok�saro,accesa risen anC eovers should be inspeded tor water tightrross and souMnasa. Access openings usetl for service antl assessment shall be sealed watertight upon the completion ot aervice. Any opening deemed unsound,defective,or subpct to failure must be replaceO. E�oseE accass openings greater than 8-inches in diameter shall be secured by an elfedive locking tlevice to prevent aCCidenWl or unauthorizCd aMry into a tank or component. Saotic Tank The septic tank shell be maintained by an indivdual certified to service saptic tanks under a.287.48,Stats. The contents of the septic tank shall be disposed of in accordance wRh NR 113.Wu.Adm.Catle. The opereting contlRlon of ihe septic tank antl outbt fitler shall De assessed at least onee avery 3 yeais by inspection. The outlet fitter shall be Geaned as necessary to ensure proper operation. 7he filter cartri0ge shouid not be removea unbas provisions are made to retain soliEs in Me tank that may slough oR the fiker when removed from Ra enGosure. If the fiker is eqmpped with an alarm,the fiiter shall be serviced H Ihe alemi is activetetl contlnuously. Intertnktent fitter alarms may irMicate surge flows or an impendinp continuous elartn The septic tank s�all have rts contenls ramovad when the volume of sludge and scum in lM tank ezceeds 1/3 the Ipuid volume of the fank. If Ihe contents oi th@ ta0k are oot removed at lhe tima of e lnennial asseasment,maintenance personrrol shall advise Me owner as to when the rreM service needs to be peAormed to maintain less than maximum scum and sludge accumuiation in the tank. The adddion of b�ological or chemiwl addRives to enhance seDtic tank peAortnence ia ganaalty nol roqulred. However, it such products are used t�ey shall be ap0��r septic tank use by the Wisconsin Departrrront of Commerte. Pumo Tank The dosirg(pump)tank shail ba inspected al least once every 3 yeara. Alt switches,alartns,erW pumps shali be tested to verily proper operation. If an efFluent fifler is installed within the tank d shall be inspected and serv�ced as necessary. H the force main has a weep hok,R should be noted A it is tunctbnal during pump operelion,and rf nol,d should be cleaned ""'No one should ev�r enter a septic w dose tank alncs d�nywous ysass may bs preaent tlr�f tould uuss deafh."" MourM and Pressura DlsMbution Svstem No trees or shrubs shou�d be planted on the mound. PianHngs may be made around the mound's penmeter,antl Me mound shall be saedeC and mukhed as necessary to C�event eronion and to provde sane protedion from frost penetration. Tnttic(other then tor vegetativa mainlenance)on tha mound is not recommendea since soil comPac[ion may hintler aeratlon of the mfittralive suAace within the mound and snow compaction in the wintar will promote frost penetration. Cold weather insGllatlons(OGober-February)dictete t�al the mound be heavity mulched as protection trom freezing. Influent puality into the mound system may not exceed 220 mglL BODS, 150 mg/L TSS,and 30 mglL FOG for septic tank eifluenl or 30 mg1L BODs.30 mg/L TSS.10 mg/L FOG,and 10'ctun00 mL for hghly treated eflluent. Influent flow may not exceed maximum design flow speaf�ied in the parmR for Ihis instailation. The pressure distribution system is Drovided wiM a flushiny point et the end of each laterel,arW it is recommended that each laterel be flushed of accumulated sdiOs at least once every 3 years. WMn a pressure test is peAo�med ic shoultl be compared to Me mkiel test when the system was mstalled to determirre ff orifice cbpginy has occurted and'rf orifice cleaninp is repuired to maintain equal distributbn within the dispersal celi. Observatlon pipes vrithin the dispersai cell shall be checked for ettluent ponding. Ponding levels ahall be reported to the owner,arM eny levels above 4 inches considered as an impending hytlraulic failure roquinng additional,more irequent mondonng. Crntlnwncv Plm If lhe seDtit tank or any of its components hecome defeCtive Me tank or component shail be iepeirod or replaced M keep the system in proper operating conGHion. If the tlosmg tank,pump,pump wntrola,alartn or related wiring bacomes defedive the defeUrve component(s)shall be immediately ropaired or replaceC with a componenl of the same or equal performance. It the mound comporreM hils lo accept wasfewater or begins to dixherye westeweter to the ground surfeCe.R wiil be m0aired or replaced in i[s'Dresant location by increasing baaa�area if toe bakaye oecun or by romoving biobgicslty clogyed absorption anE dispersal media,aM related pipirg,and replecing said components as deemed necessery to bring the system mto proper opereting condition. See Page 6 of this plan for the neme and tetephone number ot your local POWTS reguWtor aM service provider. Projeck Gemer- Bethel Rd Page 7 of 10 (f-- . �- �� I�beJtYPtLmpSm y�,� .� � � � � . . . . ,�� , �_ � �� , . ,�_ : � • ��v • � ' • LITERS PER MINUTE p 50 100 150 200 250 40 72 i i I ; I -.._�— _f_ _ — _._-`__ _' _—_._ ._ . ._ _ ._1.. t__. . _ _ . ._ .�—. � i I . � ;. , i . .. i .._- 10 I � � 30 I.,. . I � �� . � � � t � - � _ .__ _ .-_._. . .. __.-_ .. I i I � e '' -�— : — --- --- �_ � _ ___. �. � i , _ ' �. ��. ., I ' ' � N W T-... . -_�_- __� _l. _ _'� . II I R' W H , I � I j F W W {L _-_- � . ___l._.__. � 2 : I I { I . � I = O a 20 ', . �. � � ' 6 w = x J � � i 1 � J Q �- �_.- I � � ': I f f O O i I I � i -._ _ _'.�_ . -.�. �_ .._. �._.__ II I I I I ._. , - .T .. . _ ".._�_ _- I � I _._____ _._�_ _�_... _ . _ -___. _. .. . .__`. 1 i I I �Q I I � �- i _ " � _._ I ._ � 1 ' .. . . ' _ _ -_�-_ _____.i._._ -#--. __.i .___. ___.` j i i i "__1'_ _ ' _1._- i I I �. . '. _. i _ _ .. _. �_.'_ _�_.__ — '' 1 p p ' __—_ __ 0 10 20 30 40 50 60 70 GALLONS PER MINUTE �xRa PI R01o"/�2oI5 IX'opyn�[h�lols Libvly Pump�inc. Ali nghu rew�<d Specifi��mi subJKt�o chmgc withwl oohn �,, �.F ,Q P�unrPs W840/500-MR 713�. TANK SPECIFICATIONS � °I � —� DIMENSIONS: a� ai s WALL: 2 1/2" � o Q'I � BOTTOM: 3' a � i COVER: 5' MANHOLE: 24" I.D. PRECAST CONCRETE RISER � 6 � � � � HEIGHT: 59 7/2" O.D. '� i IIII � �ncni: i�3 s/+e" o.o. : � IIII � w+oni: ss o.o. - 4' CAST-A-SEAI \ 4� CAST-A-SEAL BELOW IN�ET: 48" O.D. � � � � � �� UWID LEVEL: 43" u �',< 024 / WEIGHT� 11,150 LBS. '^ � ❑ � 1�(p � � � � � INLET AND OUTLET: � � � III � 4' CAST-A-SEAL B00T OR EOUAL \ / GASKET, CAST-A-SEAL B00T OR EWAL �' g � �FI�B R OR II II / INLET AND OUTLET BAFFLE ANO FlLTER: m $ � � IIII � WISCONSIN, SEE DETAIL �io g � � � _ _ � � ' (OTHER STATES SEE CHART) � a J LIQUID CAPAGTY: 19.61 GAL/IN (SEPTIC) g � �` 11.82 GAL/IN (PUMP) W � TPVI W ~ LOADING OESIGN: 8' 0" UNSATURAlED SOIL y,� � �i � � Y � �' a' �- � � � TANK CAN BE USED A5: � � u� N oG 4" VENT SEp71C/SEPTIC, SEPTIC/PUMP r.Nj a w OR $EP11C/SIPHON W o ' ¢ '^ COVER: MIX DESIGN /8 (NO FlBER) � � � TANK: MIX DESIGN /10 (STRUCRIRAL flBER) � � � �N�ET — __ _ OUTLET CUSTOMIZED TANKS: � ; - - I - - FOR CUSTOM TANKS CONTACT WIESER CONCRETE � � �� '�n � � v� in �•I �' � � ¢ � Z • � ~ ('I I � Q + � _.— � � _T —'� � � I \ U g G � PUMP PAD DRAWINGS SUBMITTED � N SiDE v�Ew FOR APPROVAL APPROYED BY: SHEET N0. APVROVAL DATE: ___ '� � PRODUCTS NEEDED BY: � TANK$ ARE MANUFACNREO TO MEET OR EXCEED ASTM C-1227 REWIREMENTS / � ow� n ��- p 1 c7Q.a.lfGr Q') reSJf S . �CvYl2r SQW�tr- C.O.� I�bt�+1 � L4`�GTW�. . N u8 e � Sunr�l �r Pw : oz4 — 9Hl — l2 — 3419 Ra.� C� o � p4� � W j 534510 SE�SW 5� lZT' 4 ! N 2D8u1 5;�: tzyZnW Be-l�cL 6L�1 ae�te� /�d - _ �Z`f1.Au1 — *zt5 —'► Te+41 +�; d� � I , . I S��e ! _ '� J �� o .a� ,� � ,� �� I r P�.� -, ! ►��I � i `" ' i z a ° . i � �Me11�'�' I � -uean.,,� �' I �"M�lc\40 N�nrs�� '► � � �� ' � ° �ct � r � I �•.nvaF:.a/4u� ASTh D p7�t � tanks&distribution celis shall be at � a ie❑st 25 ft&50 ft respectively trom all :ezlls per WAC§SPS Table 383.43-i 3 14n��0, +fa:.l, r:b6oh 3' �� .S.cc� _�-' P,KQ I. 9'1.a3 ` cs= a4o isooyaJ. ce�b:.d.t;o� 5.p+:��P�-P L. qS. 13 ` M�nK M4tII .c p•e�be.,,en+��y r W�cJe� C.MCR4e I..c. W! L:Ct�;rne1T-'/� �j, a�f.(�QJ ! FrIJ�r faaPl:c� � S.nd<e1. src ioo f�1►e� .�o So. � � Mnua� S�sl�-.��a1ncC Cpw� 4hd �;bra� J93 P�^'P P46� fo es-�t6(�sh r�no., d.e� _ �s�} ST i n ± 9Z�� i �a9c 10 0l I O COMMONWEALTH MANUFACT[JRING COMMONWEALTH MFG 146 CLIFTON HALL COURT SHEPHERDSVILLE, KY 40165 PHONE NO. : 502-930-9921 EMAIL: CWEALTHMFG�GMAIL.COM COMMONWEALTH MANUFACTURING Installation and Maintenance Instructions for the following Product: LT 1/8", LT 1/16", LT 1/32", LT 1/64" Installation: Step 1: Dry fit the filter case onto the outlet pipe going to the drain field. Ensure it is centered directly under the access opening. (If outlet pipe is already in a fixed position, additional pipe may need to be added.) Step 2: If utilizing single side support and the two bottom supports: While the case is still dry fit to the outlet pipe, measure and cut 1" schedule 40 PVC pipe to the length needed to extend from the hubs that are pre-molded into the case to the side wall and the inside floor of the tank. Solvent weld pipe into the hubs that are pre-molded onto the case. Step 3: Solvent weld the case to the outlet pipe. Insert the filter cartridge into the case pressing down on the cartridge until it locks into place at the bottom of the case. Maintenance: DO NOT rem Y V� ;er level is above housinq. 1.) Remove the access lid of the tank. NOTE: To ensure undesirable solids do not exit the tank and into the drain field, the tank should be pumped out until the level of effluent is below outlet level of the tank. 2.) To remove the filter cartridge from the filter case, puil up firml on the handle of the cartridge dislodging it from the case. DO NOT USE PLUMBING WHILE FILTER IS REMOVED! 3.) Using an ordinary arden hose, rinse t eiTfi te�ia e ensurin a visi�e seepage material is removed. DO NOT ALLOW SOLIDS TO FALL INTO FILTER CASE!� 4.J Place the filter cartriTge ac into t e i ter case press�n�wn on tFie�cartri�ge until it locks into piace. 5.J Place the access lid back onto the tank ensuring it is secure. 6) It is recommended that these steps be preformed each time the tank is serviced. Commonwealth has a lifetime limited warrantv: Commonwealth MFG warrants the filter will be free of manufacturing and workmanship defects during normal use for the period of time the original purchaser owns the product. Commonwealth will provide a replacement filter in the event that the original filter was not damaged during the installation or maintenance process. Damages to this product caused by accident, misuse or abuse will not be covered under warranty. Improper care or malfunctions resulting from product not being installed, operated, or maintained properly will void this warranty. Commonwealth assumes no responsibility tor labor charges, removal charges, installation or other incidental or consequential costs. Sim/7'echFilter � �� ► Website: ��.��;�g-�im�cch.cnm 1455 Lexamar Drive !��J J�,� j � �r� Email: sales@Bag-simtech.com , Boyne City,MI 49712 r`, I,� Fax: 231-582-7324 Omce: 231-582-1020 �ILTE ^ Toll Free: 888-999-3290 Sim/Tech Filter's Last Line of Defense The 100 Series Pressure Filter For more info and to The Sim/Tech pressure filter, with its unique design see videos,visit and mounting location, allows the filtering screen to www.simtechfllter.com be scrubbed during pump operation, providing maximum maintenance intervals with unmatched � a performance capabilities. The filter screen is a type 316L stainless steel � """ with .062" (1/16") diameter holes. Optional socks ' +r are available for finer fltration. The screen is 3 � �f ; inches in diameter and 18 inches long, with 41% � open area. This large open area (69.52 square inch- �; �,� es) allows the filter to operate at up to 83.8 gallons `� $� per minute at 1 psi. With features like these even a 95% plugged screen will keep your pressurized sys- tem well protected and working properly. �"` This performance product assures quality effluent � t r�= with lower TSS levels, keeping your pressurized ' -�- systems functioning at 100% efficiency. Engineers and designers can specify the Sim/Tech pressure filter to safeguard and assure systems will V ortex Action function as designed now and in the future. �� „ The Sim/Tech pressure flter is perfect for �`�'"` both residential and commercial applications. Flign now-rate maniro�a. MulNple filters can be ,E: j ,� i � assembled into a manifold to (; �.; � ' accommodate high flow-rate or ; �_ � � R high strength effluent systems. e . At the max flow-rate of 83.8 gpm, headloss for a clean filter is .21 psi or 1!2 foot and head- � loss for a 95% plugged fdter is .85 psi or 2 feet. ��,�o�s , - For [he prn�cdon and perlvrmanc� �F wasLewater systems ey 111/1�� a�wvw. 5is�4�Gh.cqr'r* J J _..J €�l��l`- �O �l,�LT�I�! �`��t�r s � r � '�J� J . �� Tal1 Free X%8-999-3290 MailingAddress O�ce 231-582-1020 1455 l.examar Drive,Boyne City,MI 49712 F¢e 231-582J324 Emoil simlechQfieeway.NET Weh�c�r��_„��,_simmah.com INSTALLATION 8 SERVICE INSTRUCTIONS INSTALLATION: When installing an STF-100, screw filter into discharge port of any pump that has a 2"National Pipe Thread. Pumps with a smaller discharge port may be adapted to fit. When instatling an STF-100A2 a tailpiece and male adapter wifl need to be added to the inlet end of the filter to the desired height and a 2" union will need to be added to the ouUet end of the filter. Always install the filters in a position where they can be easily serviced. "Always use caution when starting threads to avoid cross threading'*. Plumb force main into the 2"sch 80 PVC union. "We recommend that the union remain together during gluing to insure that glue or cleaner dces not ruin O-ring or sealing surface". ,_.�.��_,... ERVICE: iD0 NOT REMOVE FILTER IF WATER LEVEL IS ABOVE FILTER CANISTER Service of filter screen is dependent on usage as every system is unique. For most residential systems we recommend inspecting the filter within the first year to determine the necessary service intervals for the filter. In high volume systems we recommend inspection within the first 6 months to determine necessary service intervals for the filter. Once the service interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for any damage or corrosion and replace 'rf necessary. If our STF-101 service alartn switch has been installed and adjusted properiy it will alarm when the filter requires service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is pertortned. Servicing will be more frequent'rf using any one of our optional filter socks (600 micron, 150-190 micron, and 100 micronl. Check vour local health department for seotic system servicing recommendations. DO NOT USE PLUMBING WHILE FILTER IS REMOVED If the screen becomes c�ogg�e 6e orl�fie peno'�c ic pumping reqwremen , a igh level alarm or light will indicate the need for service. If system is equipped with a"pump on IighY that stays on longer than normal,this also may indicate a ne r DO NOT ALLOW SOLIDS TO FAIL INTO FILTER CASE� ___. To service filter screen, uns'm�"crew Tlie��"'-"cap.��u iiTfer screen from canisfer and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter sc:reen allows quicker service ailowing the dirty filter to be washed later at the shop. Note that in cold conditions the filter cap may be difficult to remove. Keep the filter in a warm area or pour warm water over the cap before removing. Once the filter is installed in the tank it maintains a stable temperature and removing the cap will not be a problem. If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion. NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction loss through the filter. SERVICE ALARM SWITCH The alarm switch is available in three pressure ranges, low head, medium head, and high head. Instaliation is simple,on SIM(TECH FILTER systems, remove Y," plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alartn switch. The alarm switch is fastened to the side of the riser via the nylon strap provided. Ru� alarm wire to alarm box. The service alarm switch can be wired with its own alarm or with the high water alartn. Pressure adjustment is made by removing the end plug, and inserting the 7/32 allen. Clockwise increases pressure. One tum equals approximately 3 PSI. The low head a�arm switch comes factory preset at 8 PSI and is completely field adjustable within iYs range (3 to 24 PSI). We recommend the use o(a ball valve when using an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be dosed ofl to simulate a plugged fitter so that you can make sure the alarm switch is working correcUy. ""TRY OUR LID/SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks screen for easy removal and installation. Made of PVC plastic. Installation Service Inshuctions.doc • Wlde-angle pump swltches directly con,rol pumps up to 3 HP at 250 VAC. Each switch features an adjustable pumping range. � SJE PumpMaste�"WPS ! Mechanically V2 HP, 120V 13A, 120V 85A, 120V 7-36 in Activated 0 1 HP, 230V ' 13A, 23DV ! 85A, 230V (18-91 cm) � .. . _ .. ... ... .. _ .. . .. .. _.._. ....a�...._ .... ......... . . . .. .... . e ..:_,. , . . _... ... .... . ___.....i: � : Mechanically } 1/2 HP, 120V 13A, 120V � 85A, 120V 7-36 m ! SJE PumpMaster' i : � Activated 1 HP, 230V 13A, 230V . 85A, 230V � (18-91 cm) � � ._. . . _ .,. _ . . . . ... . . . ....,._.....i.._.___. _ ...,..y . ...._ . _. ..__ ........ ........__. _ . . � ' Mechanically 3/4 HP, 120V ' 15A, 120V ` 65A, 120V 7-36 in �� SJE PumpMaster'Plus f ' Activated � 2 HP, 230V ; 15A, 230V � 85A, 230V � (18-91 cm) SJE PumpMaster'SPDT Mechanically ! 1/2 HP, 120V ` 13A, 120V 85A, 120V 7-36 in ; � (smgle vo�e,oou6�e mrow) Activated � 1 HP, 230V 13A, 230V 85A, 230V (18-91 Cm) ` r . _.__ _,____[ __ ...:_... . _ _.. _ _ ._.. ._.: � Mechanically 15 fLA, 90LRA 15A, 120V 90A, 120V 3-48 in ' � Double FIoaY Master qctivated �20 or 240V 15A, �40V 90A, 240V � (Z6-122 cm) � MUST use if dose < 7" unless usin VerticalMaster below � . 9 - - -__ _ ___�.o s Mechanically ; 1 1/2 HP, 125V 20A, 125V 120A, 125V -� 9-24 in � SJE AmpMastef ! qctivated f 3 HP, 250V '� 20A, 250V ' 120A, 250V �� (23-61 cm) _ __-r ___ ._ ` . ' _._ ` __._.. ,,__ i � � ' � E , � SJE VerticalMaster' ' Mechanicall � 1/2 HP 120V 3 13A, �20V = 60A, 120V 75-6.5 in � (Fw um��ea soece npq cetm�sl ' s Activated Y � 1 HP, 230V � 12A, 230V I 60A, 230V � (2-17 cm) � ... _ .._... . . . . . . _. .._ ._.,,._..,._-:..._. .. ..�.... _.a�.�- '- ._-�_,.z._, -� . _ . Use pump 10A,12VDC 100A, 12VDC Mechanically � 8-36 in ' SJE MicroMastar'AC/DC run and � tOA, 12VDC � 60A,125V ' � . Activated � � - (20-91 cm) F i start current ` 8A, 250VAC 60A, 250V '' . . .. . . . . . . . . . . .__..._r.__3_._�'__ r. � . . �� Use pump. . _._._.. . � Mechanicall • 13A,125V 78A, 125V 8-36 in � �SJE MicroMastsr'Plus WS � run and � � � : Activated Y � � 12A, 250V � 72A, 250V � (20-91 cm) � � ; start current > > E z , ., F �gr` �.Iee�aimsSpqd�S�{�� . ' rf i �� A�/er�U ,��,..,.,...�„ � rYprohi ..,.� �,�,,.�,.�� b�te ' �Supar Siregle' � �" rc�ry �� ?..HP, 120V d b� wrS . ... i � � Activats� 2 MP 230V � 12� e- Stdr � a...,..m., ,�.. ..,�„ „�.�.�, §?9g.4g��, E ,�;� � . .,. t,,.. y f ¢ '. .`�' ^ �E;i..i"��' ��y 16�i< '. ��n x:��/ } � st3�� u � :.�.. S R'7 �` � . _ ��++�Q` �dw'3xed `di#�ET?.�4u § $'�4. �3nFG �'. 3F� �Y" lGy�i6#:,'122�Sti� � � ,. . �. , , , , , � _ _.__ _. � _ _: .._._ . _, � __. _ _. _._ .. . . _ � �t,oaianically �., � i3A. 1:'.;V 18A� 125V 8-36in SJE HiTempMaster" run and Activated 12A, 250V 72A 250V � (20-91 cm) � � i start current � � Califomia Prop 65 requires the lollowing:�WARNING Cancer and Reproducdve Harm-www.P65Wamings.ca.gov 888-DfAL-SJE (888-342-5753) �' customer.service@sjeinc.com wwwsjerhombus.com SJE RHOMBUS. 9500136G o�,zo m 2018 SJE.Inc.All Rights Reserred. SJE RHOM6US is a trademaM ot SJE,Inc. '""�' >;,, PRIVATE ONSITE WASTE TREATMENT County �r� � �- o$ SYSTEMS Sawyer �;� Ps ,_� ( POWTS) \A�Fx` -i f�`/,; "=�"-�� INSPECTION REPORT Sanitary Permit No: Safety and Buildings Division (ATTACH TO PERMIT) GENERAL INFORMATION �a ��Q � Personal infonnaCion you provide may be used for secondary pucposes[Privacy Law,s. IS_04(1)(m)] Permit Holder's Name: ❑City ❑ Village Town of: State Plan Transaction ID#: '�e�c-re. '� �en�r' I�.,h�1 1�(� ,F�3-o�-,�o�89s - c-- Insp BM Elev: BM es iption: Parcel Tax No: (v o.� (�('a;l d—�(`�b�� 3'4 �5,�. �a`` ""�.I�— �a�Y-- gY l— �� - �y�� TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV Septic �e _ '$Y� Benchmark �.o � Dosing _�o,„�a S�0 Aeration Bldg. Sewer Q�{�p � Holding St/Ht Inlet `+3,S � TANK SETBACK INFORMATION St I Ht outlet q3,� � TANK TO P/L WELL BLDG VENT TO ROAD Dt fnlet AIRINTAKE Septic k�s` !U/� hJ � N NA Dt Bottom �,� ' Dosing h h �, ,. Installation � NA Contour �S`� Aeration NA Header/Man. Hoiding Dist. Pipe �16.qa- � PUMP 151PHON INFORMATION Infiltrative Surface ��6S� Manufacturer � Demand Final Grade Model Number a.93 GPM C33 �6�6.�� TDH '� Lift Friction Loss Sys Head TDH Ft Forcemain L g` Dia �" Dist.To Well DISPERSAL CELL INFORMATION DIMENSIONS W 3, 5' � �7� #of Cells Type of System Distribution Media Manufacturer: ❑ Conv ❑ Aggregate SETBACK P I L Bldg Well OHWM of Nav � IGP ❑ Chamber � �A INFORMATION waters ❑ EZFIow Model Number: ❑ AG CELL TO 'r� N g� Mound � Other - -- _ - --- -___ __ DISTRIBUTION SYSTEM x Pressure Systems Only Header/Manifold Distribution Pipe(s) �� X Hole Size X Hole � � � Observation Pipes Length Dia — Length `{6•V` Dia 2 Spac � p.�s` Spacing Yes ❑ No J SOIL COVER - ____ __— — - Depth Over ti Depth Over �� Depth of �, Seeded I Sodded Mulched Cell Center la- �Cell Edges �Z 1 Topsoil 6� [�Yes ❑ No �Yes ❑ No COMMENTS: (Include code discrepancies, persons present, etc.) �-�,s�11�,� �/t s/�� G,eo�'via� W1�.•K� Plan revision required?❑Yes❑ No .. ,03 07 a3 � _ _��.. , 6�.5�I� Use other side for additional information Date POWTS Inspector's Signature Certification Number SBD-6710(R.3/01) A��ITI�NAL COMMENT��_SK�ETCH SANITAflY PERMIT NIJMBER�_ _ . `� _ _ \� x�"5 �� ° J ��,� � � ��' ,�� /�.�� a� a� w;�' �,�e srols�D �o• �,��r o � .,- / i � � P�P / 01 B�r� � / �� 10 �-ie-�� 4 �`�"�� -- � �;.��:_ fi, Q�,�e� �.