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HomeMy WebLinkAbout008-937-17-5413-SAN-2023-236 Camry .- � Department of Safety J �`� / � � ' &Professiooal Services, ��,Pamit Nt�bcc(to be ffied in by C � �,=�s .' I Industry Services Division �,S I l.�,Z� F� � w "�...�.••:=' Stau Txan,tion Number Sanitary Permit Application �3_� � s� In accordance wifh SPS 383.21(2).Wis.Adm.Code,submLssion of ihis folm w thc+ppmPri�e govwmmtal imit vJ is requi d P�or ro ublain�nB a s��Y Pe�t Note:Application fmms for statcoaved POW1S are submitted to I��Addrecs(if differ�t thaz�mailiug ad� � the f SatecY and ProfuvoffiI Savica.Pusonal mfo�aton you provide may be used for secondary y f A/ �V;;�; p��id�cc with the PnvacY Iaw,s.15.04(lxm).Stats. ����� L Applic�tiou Informafiou-Pkase Print AII Informstion Pazcel# .pp � propaty OwndsName e � ��r �'� �Locetion Roperty Owner's Mailin8 Address /S �/ �//� � �,��� Z,P� Phoce Numba ary,smre `. �,�,smew S�� ��J'J�j% -�7/Z rl :c� G �t� r 37 R E o II.Type of Btilding(c6eek all�t aPP�9) 7 Subdivision Name �- k7"lor2FamilyDu'elling-Numherof9edrooms ✓ �� Block tl ❑publidCamme`cial-DacnlxUse �- ❑Ciryof ❑St�e Oamed-Desc.�nbeUu CSM Number ❑Villageof � �own of_�_�_�.,yc'�✓C�l III.Type ot POA"fS Permit:(Check ather"New"or"ReplacemenN'and other apptinble on line A.Checic one boz on tiue B.Complete line C' a V�bl � O A�y�p�wt Unii(c�¢�) A. New Sy tem ReP�Sy� ❑Other Modifiotioo to F�ustin6 Sysem(exP ) B' C HoldingTank ❑10-Gm� �A�-C'tad� mma ❑�a�.�;a�s;��sa, ❑ocnR ryae eexp�nl (conventional) ia Revious Pelmit Number md Date Issued C. ❑Rwewal Befom ❑Revision ❑ChanSc of Plumber ❑Trmsf m New owner -,p_O`O' L�/�S /7 1 l � Expuazion IV.DispecsaUCreaanent Ares aud Tsnk Intormatioo:D'� ��s� D�sp�Ares RoPused(s� Sy/st�ElQevation p�ci�Flnw(�d) Dai�Soil Applicatioa Ratd&P�� �/I l �.//� ,�U � ,� , ra�a a os r•�u�'�'' c,�;�r� _�8 '- c��� c��o� u�� �� "" — m a 7adcInfoimatiau F*�c. Tmla "_ = 2 a U a Nea T�Ia �6 i J 1 s�;��xotamer� �pt�CJ %OC O l L.�FG � ,. � � o�macmmx� GOD c� ( "�., nc , � y,g¢5pppsibility SbiCmmt-4��e�� o imtall�hon of t6e PO shuwn ou the attacAed pisos Pl s . ;�/MPRS N�mmba Busmas Phonc Number P b¢'sN c�> �- . -I,��6335 7is�- �ta— ���' � , Plumber's Addmss(Si�e1,C�LY,Stane,Z�P C��) S �7 `l 7 0 �Sr Sf� .$�4 v VI.C /DePartmeat Use Only Dete issurd. IssumB A6mt Si�aws pumit Fce �n ro ❑�cr�o�ed s C.�Ol7,a" � q���.13 Njt��.��?�/-}a�-�u� p oWVR c��c��o r� Conditions of ApprovallReasons for Disapproval � `3 3c �3 �-, �� �� � �,IWa .._�. `�� � � � - "r r `a-u :�,Y:#__3ti _ �l �---`_ — � GS`� �3' i S 5 ) �o�i 3 � SCP 0 5 2023 � ,.u..o�.�m.c...�r.�nwrw.�ti.ma�H'�1'y$� UNTY \ j�5lnlo A�m����� ZONING ADMI�ISTRATION SBD-b398{R.03/22) NQ REFUNDE AFTER ISSUE OF PERMI f `��"Y�.4j`y J. Wisconsin Department of Safety and Professional Services ,� �` \'� � Phone: 608-266-21 12 Division of Indust Services ` rY �;r� ' � , `.5�,� Web: http:�/dsps.wi.gov 4822 Madison Yards Way �W} , � �n� EmaiL dsos(r�wisconsin.� PO Box 7302 {�' "`�-, �� ��; Madison, WI 53707 't�� � � � , �;�i Tony Evers, Governor �``��,��..-��� Dan Hereth, Secretary �5^stc��r� August 25, 2023 CUST ID NO.: 263354 Identificarion Numbers 'i DAVID J TOMESH Plan Review No.: PWTS-082301845-C 2970 21 ST ST Applicarion No.: DIS-082335087 SARONA, WI 54870 Site ID No.: SIT-119733 Please refer�to all identification nusrsbers in each correspondence with the Department. CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/25/2025 Mi7NICIPALITY: e0�4�1`T'Xd'.�A,LLY TOWN OF EDGEWATER �������� t}EPT pF S.�EFfTY At�iTJ PRC]FESSIOt�AL SERVICES SAWYER COUNTY d����� �� ���s��� �E������ SITE: BRIAN SMITH t 1514N WREN LN ��� �}C�.+�^�C:� BIRCHWOOD, WI 54817 S�� �� ���'������ FOR: Design Wastewater Flow Value: 450 Mound Component Manuai - Version 21 (May 2022-2027) Bedrooms: 3 Limiting Factor(s): 18" 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: • The existing system shall be properly abandoned per SPS 383.33 • Verify property line prior to installation and maintain proper setbacks from any neighboring wells and buildings. • Care must be taken to set the dose volume as approved in the plan design. If the minimum tether length of a single switch mechanical float does not allow the proper dose volume, two separate floats must be used. • Prior to construction of the dispersal area, check the moisture content of the soil to a depth of 8 inches. Smearing and compacting of wet soil will result in reducing the infiltration capacity of the soil. Proper soil moisture content can be determined by rolling a soil sample between the hands. If it rolls into a 1/4- inch wire, the site is too wet to prepare. If it crumbles, site prepararion can proceed. If the site is too wet to prepare, do not proceed until it dries. • The dispersal cell site shall be properly prepared prior to plowing. Any grasses longer than 6" shall be cut short and removed. To avoid matting, any leaves or loose organic matter shall be raked up and removed. Cut trees and shrubs flush to the ground and leave stumps. Avoid operating equipment on the dispersal cell site. N necessary, use only tracked equipment, during dry conditions, with minimal passes, to avoid compaction. 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 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 compliance. 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 component. The Division does not take responsibility for the design or construction of the reviewed items. Inquiries concerning this conespondence 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 �� ��� /�,r� ,��i Balance Due: $0.00 �'�� `�r ��� Refund Ex ected: $0.00 Elizabeth Rudnicki Division of Industry Services Phone:608-400-3186 Email: elizabeth.rudnicki@wisconsin.gov Itl(t�UN[3 A[tita Pf�ESSt1RE �ISTFF�BiJ'Clt�� CC�I�IP'Oi�EN7` �3�S1�tV �ND�X�#N�}'TITLE PAG� �rojec;t (Varrte: S�rt�tt�+ �t+vner'�Natrte: Bri�n A&Nata#�e �AA Smitt� �l' �'�'�l?�.�:�:��"' APPRC9VEC3 �tner'S Adc�ress: 1�14�} V�l��n tW�. C���'T'QF SAF�I°Y A�t� �F����SSIt3�����f�VIGE� Q Itltd C)F IEV�US�R`C�ER��ES Birc�wocsd Wi. 54�17 ���i4 �K'��.td.,��G�. �egai C�escription: NlE1/4,�IW1/4,S97,T37N,Rt}9W S���t} SFClNDENC� Towr�ship: Ed�ewater Cctunty: Sawyer Subdivision h�ame: l.�t (4tumb��: Block Number: P�rce� {.C3. tN�rmb�C: 8.9�+U�� �l�n �`r�nsaciic�n Nc�.: Pag� 1 Inde�t�r�tf#itl�: Page 2 Oata en#ry F��g� 3 Moun�d �raavir�gs Page 4 Lateral �n�f dase tank I�age 5 Systern r�tair�tertar�ce speci€i�tions Pa��6 Mart�c�em�nt ar�cf �4ntir�ger�cy plan Ra��7 Purrtp cunre and speeific�#i�ns P�ge$ Pto#Plan C�esfgner: L3avid T�mesh L.icense Number. 2�335� C�a2e: 07I� � i�hone Number: ?15I79t3-fl718 �i�natur :h �7es�gr�ed ��rso��r�t t�t ��-� t�inu�d�ompar�en���rtanus!for Pt3WTS V�rsian 2.�3 S�C7-t(}�91-P(�_ t}1t01� R. ti���;, �r�d both �SWt�EP Pubii��tion 5�,�Design at Pr�ssu�e�istrib�titrn fVetwor�s f€�r ST'-�RS�t71f8��and F'resstsre C3is�i�utit�n G�mp�nent(�tlanua#�L�sr. 2.c�S��-907��i-�(RI. t�1IC�1, F�. �Ifl112} Version '�.{��R. 11t12} Page � af 8 Mcsr�n+d anci Pressur� fli�tr�but�t�n +��mpon�nt De�igr� site �nforrr�atiQ� ---- �r�, ua''�.,� R F��S1Lf�ftlF�3 Cff�t1FTttTi@I"Ci�! �3�SS�t� �Ir�i� Sand�i!��}r.�ic€�iaEior�s as5�sm�� 3Qfl.0(� �Stl!'TtBt@d W�St£Wc���'f FiO�;+Y{��3tf} Tabie 383-44-3 in-situ suf€tr�afine�t fc�r fecai cc,Crtorm cat�-36 inches, 1a6tf Peak�ng Fa��r{�;.g. 1.5 == 1�t}°la} 450_O(l C3esigrt FiQw{9Pd) 1.�Ct �ite 51op��°�'oj ��,�..._..a � 9�.35� C€�niaur Line �i�vati�n {ft) �'�. 18.#�0�t7ept� to Limiting �'actc�r��rt} t1.60 �n-sit� Se�i1 Applicatita� Rate {9�fft=) [3istribution Cel! lnfarmatic�n 45.OD C}ispersai Cell t�engih Atang Ctar�tour�fit} = �f(}.t}0 :e11'Vlfiidth �ft} 1.00 �i�p�rsa0�e11 �si�;� Loading �ate (�Pdlf#�} ��.� 1 laaflueni Wastewater Quality {1 or 2} Are the laterals the highest po�nt in the distrib�ttion �':�" Pressure Disribution Inf�rmat�c�n networlc? � , �� �� �r- ���� � Certt�r or Er�d �llanif�(d 3.33 Later�i Spacing {ft} 1C tti! ab�ve, entsr ih�el�wati�n (ff} 3 Num�er of Late�als of the highest pc�"st�f, ���'� Q.45�i �rif�ce Diarn���r(in� �•�w LJ10i3EfS1Ye�F Vill{i.iG i.7�.ILiCI1tC�. {„} ` ��Uu��.�� �t�V�i��SaFi _ � 2.0� Ft�re.�rr�ain Diarneter(in} ; 90.0�, Forcemain Length (ft� Dr�es#he for�ema�n drair� back? ... 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Sp��ing (S} �.33 ft t�r�fice Qens�iy �C3.71 ft;lor'r��c+� Late�at F�t�w��te 7.54 prr� Manifold L�r�gth �.67 ft SyStem F4�aanr R�te �2.62 pm �anifnl+� �iamet�r �.�0 in , Tota! k�ynar��c He�d 14.53 ft �orcemain t�ela�city �.3'f �e� d{�$@ �a�11�t ��'1�`�11C1'�8�tt?19 �,�ckir�ccsver wi#h warn��� labe�and Ic�k3rag d�vice ea�d f �� s�aled wate�tight E1�e#ricai as per NEC 30t}and --► � °_ 5PS 31�.300�IUA�C �4 irt.�ni�s. Bis�onr�eci '�,,,, _'""``.--� Tar�k compon�nt Is property ve� �C Ai#sr�ate�aut�t ' ioca€it3n ,..�.... � �c�cetr�i�r�e� H��CUtt Mattuf��u�r � 2 in. C� ��ii Q 0' . �aNt�t�s Vt�lume ' 14.30 gaUirtc#� A ..�.,,,.,�.,,._�__ ....._,.�«._„ W�e{�t�o�ar� 1�imen�io� Ir�ches Gal�c�r�s ' � � '�} �,�i ...... � KF �6�F ,. �a� ,.� R.� Ei 2.Ot} �8.60 �'�,,,,,,um�p o��ation��t1 c �.�z ��.�� � i�s�,�� � �� �� � a � _. �o.s� t���Q � � ����� � r�o ��� ����,��� 3"Bedding�r �r#an , .�—,--�—.�. 8�.5� . �. ��.�. „�.��� a.: � ,x,roK A�a�n M�nuafactur�� .SJ� �h�m�ius � �., ..� mw����,,�. �I�rm Mod�E Number�Tar�k Al�:�E ������ __ �_...��,�.M�,,�,����,...��ti ��- � � � „�����,�� � - ,_. �u�}� tUlan�f�dur�r �2oelEer � �.��.�,._�._ .,�,..��.,�.__.,� Pump PJ40d�!�umC�r�98_ry_�_ �_,�rt�� ��.� � �� �� �urnp Mu5�i'�etiver 22.62 #�Crr �i 1�4.53 �t� ProjeGt: Smith Page 4�f 8 A�c�und System Maint�nan+ce and t3peration Speci��atic�ns ��rvice l�rt>vstfer's Natt�e �enway aeruic�s Phone 7`��-234-�£�7� I'C>WTS Regulator's Name Sawyer�o Zcanir�g� Ptror�e 715-��2-2�56 �ystem Ftow and Load Param�ters C3esigrt �lav+i- Peak 45� �ci It��ximurn lnl0uent F�rticl� 5iz� 1f8 in Es#im��ed Fle�w-Awerage 30fl pd Maxim�m BQCtS 22€} m�1L �eptic T�nk Capacity 10(�� al t�axirnurn fiSS 1�� mg1t� S�[3 A�st�r�tinrt Cttrt't�rr�n+ent S��e 450 �i� M�ximum;Ft7G 3f} �11L �`ype of Waste�v�ie Domesiic Maximum F�cal C�(�fo�rm� >1 t��4 ����1�Ot� �L �`i@tVIC£ Fr"�{�11�C1GY �e�tic and Pu�p Tar�k (ns�pect;�r�dlor�ervice��ce ev�� 3 y�ars Effluen# �ilte St�c�uld ins�ect and �lean at least��ce evety �ye�rs Pump�nd Con#rt�is 1'est �nce eve�y 3 years �1�� Sh�u�d test �tanth�y Pressure Systsm Laterals shc�uld ki�flush�d and pr��sure t�sted evcry 1.5 years P�ound lnspect for panding �and s�epa � c�nce eve 3 year� ;������z�� M�scetia�neou�Cr��strc�ctic�n and Ma#eriai�St�ndars�s �, t'Jbsenr�tic�n pipes are slot�ed and r�ate€�ats ca►�f�rm to Tatai�SP�384,3Q-1, have a watertight cap, ar�t�are s�curec! in�s stacc�wn ir�the mc�t��td comp�nertt��nu�i, �. Qis�ers�1 cetl aggregat� confar�rts to ��'� 384.3� ��}(i)>'�t1is.Adrn. Code. 3. Akl gr�vi��and pressure pipirtg ma#�rials conforrr�to the r�quirerrs�nts in��S 384, Wis.Adm. Co�f+�. 4. `�dlage e�f ttt� b�5a9 area i�acct��'tpdishsd with a ��a&� bt?�s'd ot Ch�ise# pEot�r. 5. fihe rr�und structure and other disturb�3 areas�vill be s��ded and mulct��d tc�pc�veni sc�il ert�si�n �nd heip reduce fros#pen�tratian. L�ter�t Turn-u� �etait FltllS�Bd �...Nr+.+r+�" �#'c��� .r� 6-8" D'tamete�Lawn Threaded Cfearrcrut sprinkt�;r VaEv�8ox P[ug or�3�II Valv� Distrit�utit�n �aterai � L.Q€�� 5we��90 nr Twca 45 I��c��ee �e��ds S�me L}iarr�etet'�&�#�rai Pr�je�#: Smith Page 5 af 8 Mo�tnd S�st�m Mar�age�rn+ent P'lar� Pursr�ani t�SPS 383.54,YVis.Adm.Code ��a� Th�s syste►n shait be nperated rn accordance wifh 5�5 382-84 Wis.Adre�,Gode,and shail r�aintained in accordartce wii�a i�s°�t,m�onent rr�anuals�(S8D-1069f-P{hi.01/t39>f�,11t12}.SSV�tdE��'�tri€catisn 9.��{31r`81},and E�resst�re C7istribtt�ion C�rm�or�ent Nlanua#'��€_�.���L�� 1 f?7�&-P{N.p1!Ot,R. 1 Oit 2jj and[ocai o�stat+�ru(es p�sta�'snir�g ta systean mainCenance and maintenana�rspor��g. hEfl one should ever errter a septio or pump tan�sinee dan�erous gases may C�present thaf couid cause death, Septia arrd pump tank abandanment stxati be in accc�rdance wi�h SPS 383.33,Wis.Adm- Code when the ianks sre n�r k�nger used as f'QttVT'S ctimpo�ents. 5eptrc n��ump tank m�nhote risers,ac��s�is$�5 dr'ad ca��rs sfiou�d b��€�spected ior water�ightness and sasundrras�. k���s��p�r�ings us�cf for s�rv�ce�a�assessment shali be sea(ed wvstertig���ipon th��mpl�fion of�rvice. Any openmg d�emed unsounri,�fe�liv�,c�r �uh�eci to#ailure musi he repl�ced. Expased access openings c�reater than 6-�nches in diameter shall be secured by an ette��ve tock3�g devics#a prevent accidentai ar u�authanzed entry onto a tartk or componsnt. S��ti„c Ta The s�p#ic tank sha[!b�rna�ntair�+pd by ar�individuaE c.�rtified tcr serv�septic tanks uncfer s.284.48,Stats. Th�ccxnter�ts�sf the septsc #ank shall be dispased af ir�accoresance with Nfi t13,Wis�,A#t�. Grrde. Th�operating condition of the septic far�k�nd�uflet tttt�r sta��t�ae asse�sed�t�ea�i arsce every�y+��r�by inspecti�n. The outl�t fs4ter shatl be ctear�ed as neces:sasy#t��nsure pcc�p�r c��rati�n. l"#�e��i#er eartridge shouiri���be re�a�rtd uniess provisicsrss are macie t�reta€n scsEiris ir�tha fank tftat may�laugh raff tf�e ftlt�er vrhgrr rerncrv�d fram its�enclosure. tf#he filter r�equi�s�ed w�M�n�IaFm„ �ae�ift�r s�tall be s�rvic�d it the akarm is aetivat�ti�r�iint€raur�r: kr�t�trrsit#er�t f�lter alarrns rnay indpc.ate stst�ge tlt�ws c�r an imp�n�i�€�r� C�ntir�uous a�arm. 't'hhae se�tt�taa�k sk�a!#h�ve�ts cantents kecn�v�d�hen�t���lurne�t siuefge anci s�um on tfl�tank�xcee*ds 1 r�fh�liqu"�z3 v€a�ums r�f`t{�� #�nt<. It the contenta crt fh�tanic�re n�E�emoved�#ttt�f��ne c�f�tr�s��isl assessmen�,rr�aintenanC��er�nn�9��a6E�dvi�t�ie cs�mer af �+herr the n�srt�rvot�needs fo tr�#xrforrned f��a�t�i�irs fess tttan rnaximum sCum�nd$lurige a�currrutat€�n irt CPt�t�r�k. 1"he addition of Giofcrgical 4r chern���C mddits`ves to erthattca septic tank pertarm�nc�is ger�eratty rco2 requiced. Ffovs�ever,"s��ta�it prc�ducts ar��ed they shatl be approved for s�ptic tank nse by the t3e�rtment af Commerce. Purr�ca Ta�k The pump(ciasing}tank sha!!be inspeded at 3eas#s�t�e everq�y�ars. AIE swvikchss,a4arms.ar�d pum�s shalE t�tested#�s ve�fy�rv�r �sper�tior�. if ar�etPluertC frl#er is 1R��il�Ct w'ith��in 4tt�i��sk�t sh�li b�in�p�cY�d and servis�d as ne�ess�ry, �utui and P e�s�re t}i�tribution Svstem ttito Crees ar shru6s ffitrouid be planfecf a�the rr�ound. Phantirsgs may be tsrade around the tnounC's perimeter,�nd��h�mcau��I shaE!� seeded and mutched as necessar}r to prevent erasiqn ar�d ta p�ovir�sAme pratectian from frost pe�etrairon. Tcaff�c{oth�r#hars fcsr v�g�ta#�v�maintenance}on the m�unti is noi recorr�rrtended�ince soil compaction may hinder aeration ot�he infi�raftve sur�a�e�rithin tf� �rt��r�un�i anci sr�ow cornpaction in fhe winter wit{pr�rrtote frr�sf penet�~di�on. Cold weather instalfaEia�s(Oc#r�ber-�e6ru��rY7�lfc#�t�:th�f ihe mound be h�avily mulched as prote�i��from fr�ez�ng. lnfluent gua�ity into fhe mound sysiem may nat+exr�ed 22{}mg,rL Bt�Ds. �50 mgJL TSS.and 30 mg1L�t�G tar septic 4ank��1€aen�ar 3{} �€c�tL BQt7�,3Q rnglL 7S5,1fl�gtL FC�GF�a€�cf 10'�fur�4�mR tor t���i��y treat�d�ffluern. mRuerri tfow may nrrt exceed max�rn�t.m eie�gtl�a;,v speci�red in the permit far thEs�r�s�ai#at�o�. � TtEe gressvre disEnbut+o�sys#em is prov}ded�+i���fiush%ng�poir��t tf�e er�d Qf eaoh lateral�and it is r�cor�r��ncled that�ach��tera�t� f�ushed qf ac�rnutated so(i�s ai teast once every 1�months. Yt�en�pressure test is perfarrr�ed it shouiti!be carr�par�d tc�t�e€rt�i�tl t�st when the s�y�#em was in�alled to det�rmir�e#f onface cksgging has crccurred and if arifice�#eaning is requ�red ita tna€nt�in eq�aai d�str€isuti�n �€th�r�th�di5persdl ceil. C1b�rvakian pipe�withtrt th�drsp�rsa!ce€�sh�ti tse�tae�ked'��ar ettlt��ani ponding. Pondfng ievel�sha�l kre re�arted#cr th��kvvt�r.and ar�y i�v�is�Erave 6 inct�s cansadered�s an irrt�nd�ng h}�draul�c faslure r�quirang add"rtiona�,more fiequent moRitori�g_ �antiraaency i�ian. !f the septic tank ar a�y rrf it�a�mponents be��t�e e��ectiv�th�tar�k r�r ccsrttponent+�Mai1 b�repaired or replaceci to ke�p t#��sy��rn in pr�pe�operating�nditrarr. IP ttse dosing iank.purt��s,purnp aa�tre�is,al�rm ae r�la€�d wiring t+�cBm�s deCect'v�the det�cfiue ccam�Zon��tt{s}�Iial9 b�irns�:diafety repa�r�d vr re�i�eed wrth�cornpe�ner�t of fhe sa�rre csr er�uat p�rf�rrrn�nc�:. (€th�mduatd�mptrnerrt tails to ac.cept wast�w�fi�r os begEn�90�iis�tt�rge�trastewater to the�rour�d suri�ca,at w•ikl b�repatr�c��r repk�ced in Ets'{�r�sent lacation by inczeas�ng basaa ar�a if to�leakag�r�ccu�s Q€by removing bi+�logir�lly�iog�ed�C�sre�i#t�n�atd d�spsrs�! Et�ted'ra�and related pipEng,and rsgiacing said ct>mpo�nt&a�deemed nece�ry to br�ng the system into prr�per ap�e�ti�tg�nda`t�in. See P�ge 5 ot ihis pian far ihe name and te#ep�osa�n�mber of your iocai Pt7lNTS reguiator and se[vs�prosider. i�reire�im�ni Units The intnrmatfon and scheduie of martanac,�ecr�ers#�nd rnair�Esnan�e�ar pteiresirrrent devices such a�a�r�bi�c tr�atrt�ettt ur��is or disiniee�ian unrts are attached as seps€ate dccumsn#�a�rd are co�ssir3sred pert af the overall managerrEent pk�n#nr th�s system. �������G . . � ' ���vl t��t S� - ���� b���a�A�(�tt#�} � E��V N��Au�o(�mt�txu�? ,�,�,�i� ��. �:F1L��-�AT�" �$ . x ,p �a�" .�'��� ��. : "'1�4`rrli .. .. � ,YRYi�� �� . ��6�.� � . . � ^� 1 �iY.Lld, . ,... , .. . . . .... � .., �.. .. � flZt� 9�5t! ,,R�[IR�C GS�pt� ��`�r�1t�';i�. : f�t{Y�"� 2N�B f+�8 �i21i� dt5t`f L�e1�)aat� '��"�i-i1�'t�. ��r �.�w k "' �"w'�'��: .�.`�.'�,�-.-� , ' T#ze"Fiow-Ma�"�t5atst�€�t�d � � ��..��n'��� �.. _ _ __...�_�.�,.... . -,� •, ,�� �D#eft�,��. t�,� ""` i ; � i ' , �o� , � ��i���'��". 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