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Aw.L.n ..,�. n. a s. a , :, ,,:... ..u.:M: :. .. .-s ... . . . .f i. p...:. xrcziN uN ..>.ss• :uJ1,.u.V.M4W'.v� nrW .: - .. I: JW-•. '. wc, aW4tl. .::ir4x :.. ::n::.+..v. +-I-:=.- r.i.. .:. .: • ..T.i....'i :, si: ,x .V+<A .�.:. .'n' V't. nat c n. .r ::2l.Ff . ,.. tv na4.,-:�x,i.i ,t lkal0-..IA-'A gAFA':.Ir:._ .: :, T. A: �.,..i:s__f. _.:. t9•ma�+a�s��:���I�lib�11�'l�li�l ims�sma�u�. City of Oroville- for the G eatex arO+tille Regional 1755rMontgomery Facilities Oroville" California 95965 Boyo Sears,j it et al 10 Aosita tea OVOVille, Caj.if, 95965 27-2021 W.`Guldici et 'a Pyrtle�ry Palermon Calif, 27-20-24 & 25 Western Pacific gai Iroad 27-20-26 & 27 $Outher:n Pacific Railroad 27-2040,41 & A2', Robed Ce Mercer Loy alton , Cal 27 -20-43t44,45 li Harry A, Phillips y 12'5 Aoadi a ,e' ��r. �Ji;dR ,,,✓ Qrov'ille f Caiif. 05,965 27-22-11 Boyd Sears JrO et a , Myrtle W Guidici et al .. (see AP 7� 2'0- 19) ( OO AP 27-20-21) Oxavillehoaring f i7`ltnu 10,3,971 % G'tatti I1P? L x% As,N,r �ity of Ortavillm C -Or ' :be .9egJC7n alsGGZwaX"age v,-tGil1 tie. ;7 5 NonitVcma r stra'o gGVt Phillips "L SA4 Loci '.0-XION : I.Pra�et�, loca�ed a7PrQcinatOJr ?s mile irrt::Y ofryok Lane bezwOerdth Southern Pacific1! jgyoZyyq/yyeyw il Rai l.r pact r1gkzt Of way, ' lexantl;Ciedas AP 27-20�-44, wi4 tho 000utb xly 3300 :poet iof 27-20-4,3, ,. re's mote o lor'.0 � 8outh o �y '�{�-+RR�y,py�yy Palermo. II (Iieavy b4nlLL/.a7 rAiri a.l ) t , a as . t"�r �: tv is eQ Aa ion aste P2 JAS W w Tho. ak'G'.L.1.catit atat,rscs that "the 6: I) j �.,'� of is to ��a ?����.�.���' r� a u�ra� � ��p�sa:L aa�C. ';apt rra . r wra ma; led 'Orl 7tulo 30 071, PVT 13 kltwn 24, 1571. w411%!eyrylMww.1N....i..i Ah+.i.W�agtl Y.*+r'++'.hvi..-m..Hvu u...nxX.✓Y.+M+w••L.tlul'"^'..+^H'".. '"+ 2. Inotall d;a,ia -na.ge Curb, qut:.tar k r�Fxa SidOsMillc, On tbo. north sf,tle ana wideza Nast Avenue to ;i~owr Lw,02 o Dr -,*d vi.jht c l way to the comity to establish cl 30 ft., .-Alghi; wrt" tray fx:cilt the h,entor'li„n -of Goyxm Avontio. plans for abov c to ba to t h Department of Public Uc rks f(Dr ajiproval, prior to a ay Cori stxarc:t4c,sra e 3. S;.-cIU e aX sawli(je d1sposal PoriCtlt Prowl) Buttm. C",c W-Aty nt ek1t h Depart— araar+aet , City Of Orcrvil l:o fbe, the G'eo,tetl a��ra:pv,i;l le PlgionaI Sowae»4 age 11"a,e ilitwi s �- Use pe'r-irrl t: „it�� 'i•h ta�� ��. {{ 'tt-� c� o� `tla��a r��.to as a . .. „ r s wr F � 3. `w�i is .� ' . w °ate d .sposa). and Waste water r ecoIam+:ct ci► & fnail:,ty on, p'a:opertly l.uu; atWs apl rc .m.; +a:ky la wile north off' C'cx Lcmie batwber'i the ,o at:herla Pa,ctiCic: Ra-t1roaixd -might of wady and tho Wwitern Vaoie, a I'aiivoad/ adc:art,.i:i: d na AT? 27-20-44 the.a,--outhern 3300 toot o; AP 27-20-4.3, coaa9rnt.ning 2,60 acatea r more or arl.ess o so,,It h rad' palextao TIOLO Usa pariah appl ica,lAon 's to conotritact. a w w4t:e disposal and W,, isr.a aX��c;"r�, �ljhe trXte l.ra a�pprc���.a�tiatr,e:l.y 260 atc:vc loc= te4 apprweimate;ly 1 miiioa south oa Palolmto, approximately L i,*.A % nGrr'tl*, of Gras Lane, lrottloon t;1:1,it wdatekl 0?aO l -U0 Rniltoad, and Swt hc� rn 4 aci$ icy Railroad !r.,iq t o' ',Ar Sys ,. The SUbjoct alto X's rel.aat::.vel.y cmd 4.c presont:l.y bcing use4 Torr season 41 cjrazinq . The ganoral aroar. is populated with thc, majprit�T eat 'the ; eptdeaace � iA the aa:eaa exrr, atr�azg a�l.onq Cox Lane:: 'Tha arc �aa�.�� r c:a�ai.H.r�+s�.��:atioii plana the surrcaand rag amt havo boon subject to ,intcirm .ttent Lauxic�ation, dtarinq the zainy seamon, ' 1ae__ c� :riaaear' zr r Part con>reming Poteait ial ,Cloodirig problems estates that seVetd stotno and antz;Lsanco floodinly cicarar on an oppxoximate :dive year return frcgtaonc:�, Rica l,11cAg0, o*n the a teas is inadequate' and aa: dr;aitaa.go d sttiict is �ioc�cle� to improve th6 d ainage in and tavound t'ae c mmmtatUit V, of Tho te64t.morat facilitty, is to atG4 In -4110 vir-- rWaed area, for wym%dott Crook. Thi�e�e�aytgr�aaoyo,rrgy t� �{wt»pyyry: t states { j {1'�ayttr�' �tlk�ayc.'a'} pgta$.%+�pyos��yt��c"t/y�toi ltra..etnip�wil.�11. riot. Atloht Yi{1 6 to to ;r -,I 14�4�4A,nq that has Gwt64i'4'd � ed � vA Yn �^PF1YlYiii lly A the arca o' The ► the propsed f,.awillty stabillz poaad aaxad it JS int.,ated that IbOca.t;ase Of 'H ao, oxiott ag poor clr�a snag,.w a",nd p'6w- tondsa� . oot�,.s; ! proble i 'alae alApt, olC vatian 10imram-1 the st:a b l.iocatiml n �+{�+�rygglI�� q 'V will �.W✓�yyF i.7 :� b�{ °lad{ C !wl' W6.n 0 41,14.ghor Ia'^ all �71�t;�3amal qL V atiod.C'Y ktap, +pdt4\�+fk{'A4'm4tely ��'�!>•IiTdJII��I��alatill�lV�Ifi�7t'c9q{RMA��mrrenA;,�q�..��.�., .,.,..o r,....A.. _�._,..�...r,� p y � 71 lxa�.x�a. isr�cllit~;i Wi are being Propooecl aalcaa°tg ix z cast aid wagt �ro�e;et.y �3<nc�s +�g the p>ri��,ca:�ecl._ iac� �.-ity and k�eraa�tao o� the'uxa.�.c�ue la"rs�.caa s�.tuat . rx°t� a cyst offt of. pump u!j.�.�p be 4 rast�t� 1.or7 at the 11c ar�- wbr'k4a 04the txLja in nt t~acIlity. Tile sl aiaa�..l;i �at.lori 1a0.1dt� tr>3l� See. tascac� in conjunction with h the aexlarttio a ponds as vrelj as a os ij gine contact. basjzi 1 djs�,jlEOr 4 tile Of C:luent,. Xtrrigation headworks are proposed to be 3nsta fed ca�..ow;i.atg tka<T disinfection a�'ac alit les which will enable the effluent at the cutf.all to be used far 3 rr�.r�at3 cin paa��as�: s , Vit: a s antic, Vatod that tho Initial recla,mata.011 f IM could �xn.-: 'Vlte approxi- mately 300 acres of permanent. pa.stUra, The doIWnStr tmt dVainatg e facilities on Wyandotte Creek Will be rO.aligo4d and Oorreot ve ulea%i urAs takan to allovaate tie Hooding problem4 The wyandotto Creon cb,artrar:l will be cleaned and rOaligxicd to gtOatl'y 'n" crease the: hydraul:.c efEiaioacy whore Wy4�za; dotte Creelti ray asses the western pacj.ftc� :Railroad to a: pov*, :t:ioa tiWd itt;i lo -S to ' the sough. 'the; site undew Conal d,erat ion a,s relatively 'isolated, from urbanized areas and it Is axitic3.i,�AtOd that tho contents of the Pohas will :40t perbolato into tho clay hardpan strata Ira the area. Discharge glom tho faoil ties will lie rGgl!3.V0,d' tO 0011 `o m with the di.sch-A-r(je a;o u set ' y C011trdl Malley gogion4l �- �cx�teayts as .met.. �ortYa � tli� Fixe site appears to be si itablo far the v oe if the appl' caaalt CaYI, to tht Cca tm3,ss i.on's ;sat i,8 i'; Otr ion o show th8it: thc: facil i.ty t'Iill not be dot:tt.aw_allta<+l to the P-0110 haalt4a , s4Z5tv ra 1 relf are of tile- residents ilii area. Velop- $'l' O:e are t«11ol x�„io- basic 11or9a.t i e 0o,inoortlit:a. It o l til�"Ya:�3�rt;�recft�,&1 e��c��:ea1 potential i�ce{{ ^�j {r� (��+/� �{� (iAd �`�py �,.{ 1.� yy� �`� �`� y y� ♦ o . . . �e +dti �;; i k► Ka�G et ak a? �i ast� eerit�'(1'I "atim or w llo in the Y, the + on t i atia,�s t tal a.. The s tact f a1:ea b orm"Lat.i.on of the eftl,�: ont ll believes it' i$ ncuxiti�Mit uoon�t.. the ea, i nt:r:��' to Protrldk: s'Af-t~3. t�c� ent ba�tx�3,�s�.ax. that these potential, hazaardo will 'not ev��eraco �,.o I�,ke mate i;ia y.Z > It the Coinm�.ss�. C= 01100800 tO 91"I"t t'%4 tlse a nay t~ t should be . w The r liAtei t 01 the utt� cot) rity llr�altl opartan t A other r a ! 3 c0 st'yat `. airs JOoa .�. Itat-ir es, ordinances andre���ata �a�s n . 3w, __ STAIFi+ QJIDXNG5 drr%Y 1.S 9 .97x. USi P80MIT APPLIC,A'� r 111 ]. City of (�raville rot^ Fila w f* Qro'�i1'le tt �0116f Sonic -rage Facilities - Use pt-Waa7it for 'thee of `1ilationOf the sis a waste disposal anti waate water racicam4tion facility on property located is toile north of, Cox bane between the $outherrn PaC i c 'Rai 1 ro ad' h i r t r� avtay and 'the llestevIn Peri "i o %ai l road q dde► tifiod ms A?��i µ air? and the southern �13u0 if + t_ of AP 2740-43 rorltaining 260 acres,, more or loss, ,oath Qin Palermo. This use permit apnlicatparr 'is to construct a wasto disposal and vJastr waatere reclwamatlon district. 'iiia serve the or`eater OroW'i11e and �Iormo areas. The situ is approximately 260 , ,ras located approximat Y Ik miles south of palo"lop approx im.atei. sj mile north of Cox Lane, 1)et�jeen thc: f�iest a °n ���aci i G Pai l t'trad and $9rj herrn Pacific Rai l rroad riilht o1" wi ys The suiaject site is"trol;iVIvely flat and is presently basing ust:d for seasonal grazing. The gvrre-ll arca is sparsely i)opu'lated with the mo ovity of in the at-e.a oceurr'ing a1miq Cox ta.yle The arra under considertttioo plus Gi,� suriroundi.ng area hove beat subject to int6 mittent inundation dur lye g t.ire rainy season. �h�tengineer's to epdrtdCoA erH r ��otonHal �l�radinr I�a�r;b�c����� states r salloo flooding occur aai an approximate -Fire Year r�etumi' frequelmy> oral nage I" tho archa is i n"adetivate olid a drai nave di s tri ci; is iii ee+ded e to imard�e the d�a�n�g�e in �,rtd ar^ ,'.. m�rattrt°li»y of Palerna, The f grand �itc. community oE" 1i,Yandoi to tr�eatmelrt facility is la rated in i..rc. waiaersirRd area f Cr^edit. Thr enrgineorirg report 80iI-,%oq titan: th(4 ptbposed'raci'li*, will n'i.. cahtrtbmte to floodinotha, has exil"''Mig historically in Zite The p i c{iple rrattar s o; t.,;w propo.o'ed iacilii;y are 3toi�ilization ,tonus and it is 4tated that bots ta o of t`hr;; existi nq poor dr°aimige n po� r teriti�al flooding problems i:he d'ik�. ra`eVatiorr ar-mind fire �;trabl riZa'tiah � ponds will Abe eonsti%uctod to higher '�n�n no:r�mal 'elevatiarn (appro' lloately� 110 feet above oman aea e� era f i on? � Proper tir^a ota�e f�atai"!' iti A are being 7mopo.�ed along tilt, east and gees pro aerty lines of tilt' i�roposad Fadi1i ly Ahd bacaur►e 01' tho, 11.0 que wta si of, the treatment,osys`l,em o,f pumps i'aill 'be itr�ta"l'l.d �t the itead� }�h�'S i ca"i s'i traatirt I a a fAcility. Tile stabi l i vkti rr ,)pods will be osod in ccsnjoriet-Ion with the netrat'dosi ponds as yrel'l a" Ci Chlorine 0e0tart basin to disirrfeet the Xrr"i950011 ire4MI0tII*q tl rn tmposed to be Installed fo11ovd-n # title u' Artii'ectiort faCilit°le's Vshi�lr 4gil l enaab°ie tale effluent at the:outfall he usetlfor imrri9vtin'n 1ArI)OS41s3 is anti 0111atad that the Initial i,�edlamati�on flow mill ttiately 300 nrre!� Of per•mrireent pasture. FluvalwaPaRnmial. elm 'a'M-%yrY7s.tt YeaW4.1.•us alwwk,l•NM4f. .,aa. wWr•rarc +r:.. Rnr•;a >•.n�APrn«•#RlnINY_M45 f®NV*MMwCt71 . �y"n���,f?I 8k�+��yF4�i�ry11As�ty�r�1"��"{a�►irNl'Y:��p�t�ii�;,I; '4"i�4,�Iy��yIt;1� a���Q1x�LQ�«�'�yatif�1��ds'�`r��,a ���ry,4:a'v,k 1,,"��1L1Mt�tLryo�eVt'y,c"Ii�Iyt('�nt., and iu.1:�A ��"e9 it It k 17 .Aid, ci��,A +ti++�a".!. ii lio��x ��. ,ei4 �l ^r 7i to a F 4 ,, i ['l "�.i �"v ki Ci [a fA4f.X.A �.7i 1Rix problem, i 4�115W 'i*i'��i lly�' nd V !� ,, coa ck cl{u fvv 1k'1 tr'u'th be OeAned and ii wil Nfyaed ,j() ewoo'i ly In- Ca6�"e{e�xs+(»�:{A'fP`"10�'kyivhrjlylq�!€��'A:'��w"��{F���t��yyt����cvv6 �,�w'�"yapiiC�tdy'��;'7��o �:C�4IO'�� yyp�i .+�5: Ofd td � � two � A.I e8 `�I o �Sho 4{�/'{jtb,y 1} t C� In 61 111 ka fp {.1 k1�`? ►x t». D�� i; k 5�' *!iiLi vel l 1 r'. d" 8' {i:: urbamli1vecl � � ,� '� 4 ►17 1 :foci'H'Gtlo= aA l f he requi r oil tp ,i,U fe"-m with the h Ii1v n'Y "a Dv➢{1 a vata � lac' ;3R.�'�tift,lAn 'ao " h � � +;,1 w � ", `q , gyp +, I �{ ! � i « �, � � � k"1 ..� � i �tl � � �"� it '{�� jr �� �1 f� 1' la e T�� i�N �e r 1i w the ct'",-m l'D.,.310 "t° � ;da.1'�I 'Ictf.ion show w O' "r, », lois ��fiatii�'�4� s��'1'i''��ty nd gcvio ':,A1 w `� iii: va i�'r� _ yy 0 i� ,Ita 4 p, �y yy � t` �'1 r! 116 = t' atMial develop- 0 evelop0 1 d paten t.10 � yy ((yy n ��•({ ` !» t� �,., �" 1A V� '3 i {': F� .1to �p'�� ey fly +g jay t tb #I,� , ��G1a.t�i1 rllr uv �J►'N � �' `i „p +� � �, 'GY$r, 61t l ut{go 'L"10 xK.�!^ro:° p 6 " $ 'i k1k��1�,bNatAnw a`�{ mM), � `+:� R" R; G1 i C ev, "ii t&a de to i;a 5' k'u'i:."•Y, Ndcd`'''t=�`,t;� ' t l �Pi1fi�t 8 'dddGo d� t laT '�i? 7rant U'Ps uc, pcvml t;� 1,*4, :; B000 00 TRUMMS 4i N; .TahNkNl, Myr,.+d1NT rr 4F.rAM a, xhxat.YlN.xl rFr :D,. MkNRD[R.:tN Y1RdFM 411Y1tf [Y ,. nvkYCCMttrUI•f pt7Nk XN NItYpNi Yr+[ rkatl.aFY ClYT 4Y QNy9d: CC. i(�', �U111� �j1JI'.+ �f) �jI Iq�OS�U�O(�}f� MINT (�) �L1� J�'�{.. I�''S p1ai'NICT'.oy+rica A'T Nc aj CeRN[R of OgdYYtcaAyhfdhT U�UIIIU� DISTRICT _. W, 44 yllanAlkNi Ak(A.vANr CiT of 446.6 .O N. i.ARRIk k4A6 NOUTB :2, BOX 3040 eiQrkMr L`uur+i c umtt'iatezr. y OROY1LLd, CALIPOIRN(A 95965 �NBkF �ji.Y��b tlYTtM COMM Tray t 8, 197 l hRNNitYN MArNkWi Ti Ai EVAN uurri QeuNtY tiUoY MXi.4iN Dutra CeuNTY.' ukVNh�YWNI.CYIKn North 1- lUrbank TPublic Utility District ally dr oh.Wll aM , 1960 X�1gi,Y1 Street Oravil,le, GaliforrLikit 9,5965 GeintIelrnanf 1Vgi wish tri comment On yOt'wr proposed Greater Oroville Regional $ewa.gc r, ac ilitic s Repuxrt dated April :197,1, As you are well aware, this Distri4:t has had and continues to have a ,:died interest in the solution of the sewage discharge problems for the gxteatev Oroville area, parti,:ularl.y as these discharges may. preale suUable en'vironxrients for mosquito b:eeeding, It has been the policy to encourage and the hope of this District that the problems will. be solved rather than transported to some other area. We favor good waste water ut1liZ14tion whether this be thr+ougli a corporate sewer system, or th,rotagh septic systems on individual'paxrcels of lana, Gornlhenting specifically Ott your environraental assessment and impact, it would Naeem to us that the prime consideration is ''wasto treatment of the waters so that they ate of such duality that they can be drsclIAI gecl witlzottt eacce -risk to neighboring lands" o Waterways In o.no proposal) coot consideration of having to Paige effluent to a ,poi.nt below the di�dl arge-of the afterbay suggests that the effluent ;quality w+ogle, not be truly, goody It would seem reasonable, f oxn an ecatlagii-al point of view, to wonder why it is aUight to allow sitnilat, quality discharge to Wyandotte C.re.ok and not direct discharge into the V,6&0 er at C�)roville Cour particular concent with theFal ergo plant proposal is the ooncegi that its waste water can be b,seci for irrigation and this would be. an erlviranixierttal ehhaiicement We see this as just the opposite, CJtxe 6f the n ajo � mt�stiuita Pv. 0bleixts to Butte County is the black pasture inosgtxita (Aedes iii roma.oulis) which 15 the tyj)e mosquito oxpec'ted to be p'rdac r anTwTIch"y°ou pxtop6ge to ivrigate with the Palermo effluent. The habits of this mosquito aresuch that great swarms could be 'expected to migrate from any irrigated land close oto Palermo izat.o tlx town and the surrounding areas, 'Wet havi a clean history of rnovcncaent from the Sou.thwastern corner of the County into the G�ridloy distance in i;Xcess of five r} lles1 On the basis of these risk;, we propose that you considers an !alternative to irrigation with the t� e �'a1e�',o discharge watersfrork�,� scha,rge such as the direct discharge iirto one of the natural waterways, i s. Clean flowing dl.tclies ave muchlower y in rnos;qu,izo production potential, J 4 �: �1tMi�i��'�iA1.IM`psi.rl�A►4t�Ftiitt��'�I�CiNi'FtaLAGn0�1A1'Itihi 2 -No r'til x urbaxik Public Utility I We si=t:: no particular mosquito hazards to ;the sewage oxidation 3 lagoons or ponds therzselves provided they are t roper,ly designed and cnaintai'rxed, our cos ccan n is the ultirria'te use of the effluent. Attached for you.t information is a poor but Estill legible copy of a lettuz to t,}ret alafcsrrnia. l epartment of - bl�ic Health On these specific issues. On various occasions the pulnts covered, specifically the hazards associated with ia.•tigation with the Palermo discharge water were discussed itif orili ally with Cooke & Associates and yet we iltt l est: the o e)site view in the (1cological assess.. on.t. . pp This .;ect.ioa ofyousrreport sounds znor e like sa.lesmans)"lip than a true e ec.olo Xical Impact evaluation. W v have no des -ire to become involved, in the political m,.t,•,c Uver's ;is to Which agQ;s'rc:y builds and controls a sewage system, We are concerned and want to encourage improvemon,tt of the pxesent' problem through any rn.eans, possible. We oXierthese comments to you in the hope ttl at corrections calq be xrs,ade and problems eliminated rather than anti(Apated pvoblerns having to be resolved at some future date, The tirne to control, the mosrltzito productions problems is ill. the design: stage, We will continue to offer consultation and we trust'that the problerxas, which we clearly fove-see with the Palermo discha-rge can be eliminated through pla -.ming, Sincerely, "WEpitrrrs 1V, 41 h* T), , . Mariage�.�l�n�rlxonrr�ent�.list; ec�Cooke Et,r�;.neering Citi of orot lle Tlrermal*to Ir�rigatiotr Matxict tsntral yl",slley Wager loollution Control Board Cal,ifortria Depwxrtment of Pu'bli.c Attentir,an Marvin K ratner But'C eal.'th Do artnxont �EdA!J7cp11YhUcYf19�411tAI�A�w�cr�rrws.�.,,+,�.•--•�•—••–•.._.–..• 111.2, k�tnc 9.00 .. Orovilla, Calif, :3EdN05. 1,t�taY1S 1C�Y 4-0t 11970 f:slit.,ttr�tls L?�e�,r,xrtkrlrr;C t,l� i�ta.t,llt: Fit:xt.tti LIS, V, IS. IV. M. �€�t rrtt�a�►�tv C;�.IIl:tarn:, ��t11 Attentirarr: M44,a,vin Xra2 tcrr' COO11LIC.-M cit:. lr, i"r•tarJjtlhr rr youl to rc9t,l.,cnd (e_ul 4R11SSIIS7+�hilt t�r:� flan E9x•a},^,�fM,i C„lty* t.~'f Ehr�av lTr u1r1 ;�trxx�tf, Omirlratrtk t>t,llrlla, wltllit�` L)iutrlttt ur%t~r,41 tapori :tir ci tz•,°L4:tlei t►r►rtcOry ptrcrixr r i y su l ,�rJe bde,n t�wnwxt,e. t- )+ry r:1t' mir lrtttrr 29,, tO tlt lt+;�s ary;yl wattor Boarclr r<eail,y rticiclr�rltrd) +v'ti hrtva m!tart;r� i 1tlt :'ebt, :tna1 �trrtYittriFjl rc r lattnrty4altitl+ fr°v tho 5�t U4c rixo of ><•rtongttltoeti, i1:1 '04 4c1r1 Ct1a� t1 ea�1 rn t�se1`Jtr, ttnit+►,tt rite -pg tt.re t,.tkc-n to prow»:.t rrty,tft ultc 1r r:t,lttt t art ;ani �► ijitrt of (he m-AWvrgo diovow+l pi.'za n,t.sw t;.,l.,� t,�rin�lultlt�r3 � ,r r i:rrity, picJants; 01 the, 1rR,()iblttrlrtr rtd"cacl mc.tnt:0111 1. A imrge pA rt o1 t1t OOtvAjr, rtiow heuwrmeb from tax - pay v�itittty tl•ta t:►rcyrrillr r.'E�abc}tkit�.a i1}��tt,�cz'►t�nt i�'i��tr.^int ctncl c;��� I�wiJ,t jd tl tit uxj+at�tu 1 to tile i", m44 C',okwty Nloy , ultra 1 I wtt���t+i1t D Atrirk,. Th 6xpo4.tcw. ' ttc�+�satt�' rfllrittrt itaf� 1,ti:tJ,1r f1� 4car in tk i , r t, In hlr,� ca actrr�, It as t,esr.trt st�,ay�f gpri,t N tilrruut ta�Fja teat `tv ,sr: i� krt t•{1t k• tot ^ t C`i"v111k�0nt�'tf1tti �u+.rG t�tllitr",�1 srat�lt.r�7 i'�ar s _ t �} 1� 1 y �' yi t r E rvt'::ra•r tli� r��'�j.�r c:�urri+ � ,ty,�.r� to lawty +rar�tit� �a^tytn,t�..crt� r>`� tx ,�n�tTtt.r i,xsiric ti, E' +rly i � Hari la rar t ,�iO"'m tial t'i° +rill. ti,in opo--t•,i,1.Ctt on Ab:)Ilt 1 1 + thi, t t°t r«tte tvf! r0q.u1 re. yM' v'ing th"O iti'lurjot to Palo'nto r o"a not I r�fc�r�,t•t this ItteszlU�tty Fltilr,h ;irlterulu law �a>rxt�� t t r� hrtive:ht.i.in of the prulalarh, 2. Pi 04alit lytho w,iwo " por•ldr. i, ti wy z` i 4 r t J th0" J14,1t1ger pito ut`)o`,n ral;r�t.cw� Extr�z�, tlt��l•t���t.rrt r`It�willtt tr��rl i'�i,�rtl�l thtwte,r�t�k, 1>l�tr�ta,: �rncS><c�� tt1e�arrtnll� , zti,Jtrtly ��--�i-ata 4,i��lTrr t:atawl>ix r�kyt .�+-�,�-t11:^�., tGttttay tivttir c;ui',� C�.�» l t' wt LATkTtr.N'y.tl`Ct x O'!t%1it tC1 rf�:4ry �.r.tlh�'t"4S`�yyti�tll) S'E't flit: P'Iic t`CSrCr 1�tt'Via (1, iitl It '1 11' �d': %I IlL�7le fruiv,, Ylii tyt tt r ��! �t�Y.li'tll�tr. lZ Elt.� ttf'flt1t!Ct�t W"ddYi �JCtr"U�l for irripti-I't 1xiI 1 Ott" kwitor w'oro to r+t vt' i or I. irt1�,X`�` fi'w�t3� f x'r 5 rc yxt tu�`t� k, .,a ttkkt�� rCr x h the wevOrtl Ikivolu cur ront1 '►t1 c w ! l •• tr'Swi' � y � �r�t lct tllia, ���;�t�:w,i°ra, t�+Aurm wtt.)t dttl'ucntt � r4it>kld nA ba rsilowttct to rrt,, au twin ovi�v i ti,ayrr,. tok:ldt t tur �,Aiu �1011rl bit l e:t '" a , tilt' loEi lat '. be 1 tltrto'sa'1t-r t, itc, tv,jrtt,rnipl�%tud urro ,c,i ^«'t;tfttt Wk ir,r�l; f.Y : d w��t ,i Eti'v�lra of M8 rt.l�J*nb 1AIAty,t,) SS�D� (�r 4° lklee wic't,quit' 0rl,' r�r L��kl"� ,' t ak�ltt tCi y�lyF �tY t1 trt A0 Atl.,i(tt,r �t W Olt iEtts9la 4� t t t$ "% ) bt kttylygty"`,wbtyli M1,r,t �. 1• �'f���Vi4�}�4 9i� ASR WtP M�:L YIYM.tl �t+i Y� ��__.�.�_._•....r.:�;�.x.�r�.�nttinmrreewrmaiu�nl�i�eM�atillei�R1NI�A�®/tii��ll�ll® � w�bt , RC1 ce l l Ror4th it �A ��' � "S t� � � 11 L7 ��,.SJ �tic�t.la b1» tNv wan, it ,0005x ��+���ra�l�bt�bzan�b1�������+=�r�ad't��ka�ex��� �a�•.�;;������ A ` boo O �c ���r. poo"k, a �a�'a�on = a k •a �sA 0 lifor the wtcohvar r;�a r��c„t�ar1� ler o ,� jAc,1v)9.m to pvacict V.0thodolo►`y 004 jab",mrt A� to provont tato bveddkojr r)i z��c�rrc,Mti�et�aat. A., 04d apvr;:,ltion of a p zjorrsara plAnt V11,1 , O,r,'4 tl"+ot:tLwrrx% to Vhn vro"tN;t & 4wo prropdoas1ad. In cap„.ar lott0"r 09 Jar. f�„.���� �:���. ��+ Clo, Acat,«rza 'arr c tr l bra WY-WTtdotta Q;vq.01U, rhozld 1-vidrar no c1rc�. mrtwt-.k0 bo +Eb ►ate ii S+ c « G�,ta +r�z�r tad t� b c,edtm,. , no t �rAa��+�e A���sr,�_ a r4 ' p . 1r � =kV �{ �.a� �S �la?94i,a11c"4A+s1 ti rt r P ► kci ba rrj,01-jt �. Ogdjn_ aC 2► nitre ani'd 'It at, 0 �daPAoaa do ti ybio a ra~ xttrr O;Zr4tuto het -da to No clat�xl�. ,n��4�ct nis ��o�o lra araR> b t r e;a a tr�t� 4atIO"wrdty a;:v! to *,v4A%Mt0 =j corr ct may • a cJlalr tiny, �aF vw6cttuto pro uctAon FIttC'lnditnt to cr;aekt'n C 61 it a0,r o iii+ r wscr,,l racsdiw. OrWat atmtutor = att0writy clva ,ly Wtr a wtt"a rna 1 t� ta��tt to Atsmpvantt: t NoWfl hot the finihi t,,,c ice. it aa�°�r:t.o �a��rrl}calir,lbllity= t�aurRt �,���s�y h,” rwitta #acs '.�t�;to La���dtxi �"JCA`����'t"��Ss.+�t�1 if lr.9ria4 tri �� rza;� t;�t�t aR�'a �t ”, or Ai ago or' -'.a a,0 tdt.:rko! ag�rat:ra; rq,f,1.11tr6,*,11 :. ` b'1"C.+;: 'a�at7�tti't!r ''+i tJS l:k�i 1& � =bo t ttzcl Azacdlor var€ r-ddsitraci ti r�zl; i k»ia7.$,�• tf.Ao not prsm od Wa Xy�+i+ O, V "�i�.�w.la�k t.a'�.�.,�J'.�tt��.. t° to ei "d'�..i r'�A�o i,»i�rtt a to� 6;5 �14xW:� tr !'�`k.1k. �.µ�la'A1 TWO v'im;�'1w't'$N.^ a �`.".��, toor q yy ♦ Mqq ��;; yy �{ M y u G► +11` 'irS Sll yr any ;r�:��.. o to �3AI A?«��C'n'��a �� ["e 4'r5 u ��'R► otsvd a to moltlsy" V. -to 41tc,9 k ir< 9 + + d d a.31ii.� yy �. 1J",t v �L w t" ICa hIv <ak�:,� �,t!'3"' �;l '� k'���d(,� � m u�� � ,.,1," w+• � o work l V044 May w4a to ro-wrbto thoba pro"'106'rid rand btj:tvtTwvtztd o dhaWtAl d.hom rasoi part of your ropott, oWtor oz!, vjlgcra ira 3x ^LC i 'r ��;a�i s�bota et t,ar ettelt ��tic� rr, the City 0� 0T.O rlllt.aa9 e..441 va'0r b caWbo,otatko'n Onto tlzoh, land (u�=►�r �iut»:�.ly ar taz�izlt�ratb�xi�tilyp ���b ` � tsr rocorri of wir fcclingo wid J00 o1ab cnaa :t„ly t;woy waro nat ta, �ar��irar�►� �t At �ctr tfta��R� 9a a�Marr�ra ��t:�il�1.<i 14wo Or VI �+r>�►�•,�vrt��'� g�l�;s�� �»a1$ �t�a wo Wt -;t to AroW"i`,m, i Q�,'a4,f k' n dott,,,141 '?'+"Tlt��lj ' �} 3A 00 w j,°;hr!!!W'lao 'htw'�Virg Cho 10vutry",t3 tl t`ry!Sat%vk1m a F lY• �u.M a laClV1,;acwiKa.aw. Stu' it. r 1 .�e.l .�..,� g v � airy A}aa� .� �,M1 �: �".,'r � a - rtt �, ^' �»t ' h� Rm»!.t »,• n v bS iJt a » �t C'A1 l r`ttltNTA 1VXrlllt Q11A1M C'ONM ROM OENTIz!\T, 'V'Aldl.bY lCl,l,.(Oh' WAI"Hilt Rl,'CIAt.iATTOV AIND WAS"11i.I)TSCH'AM11i 1tR,1f1'N+Ml�,NJS VO it JUN �C, ltl'A' IIR C)Rt VA LLb R11410MAJ, PAC:111111I 811111LI1i I C OTINT x e 1aliWt RNIA Its;. c jut 1011 No Adopted. 1y �Y111ifttAS, dark Gretialor Croom to Rc i.L M 1ude . tho City or or:o'.'i,1]r» r the cOM7 munity of The+irma1ilo, and North Burbank Vuh:11c tft;i1ity ]1i„tr C`t; and W1IERII,A;', the Greater C1roville Metria” pz`Alrese, to provide far^whes fat re- p1.E1mation i1nd rt,une of wasty water .fox i,rrigati_f!t;'11 and will;RIAM, vxccss'tr'a'e'rs from rrcJ_trmatWn MC11iIMS MY etltM,EhOrPO to 4^!yabdot'ty C: vok ei.lhvy 11 ci curvet, ciirtclutr"o or by ruvoCf frum irrigatud xatrrls,`-pec) w kmut AS, wy° 11(l0tty cl�Vah 1 q an :iMimi tOa't strt^am which A tribulary. to Wf1i'it1,Aw, 1iutrclrw 'r e�lw 1,; '1,111nulri,ry Ln the Foatlrea' lva r and 15 tit.od for re- circ.riHon 'On4 for iar'crerrvatir+ac airnl ,otovivirrment tit fix,, wildlife SO GO anu.tar, zesources; and Citill;l;f.ftS, the 1`.ather River is an awrrta''t,rat pail o1" iiiar C,'AMt`aa 14al:ez" 1l.att and is lined for Ll,rM1lrlt`;tir", trte'tt$"Cil"J, nr;t""ic"I'tttral and iYiduArial ;t,tl7itlyl recrea- tion; ecrC'a- tion enthetic r C.y't".tpy; navigation; and pre`3.e` rva t i An itikkt t'ik}ri.tmG G".Picnt of fish, wildlife arta other vqu a t i e• i°c"onurce s and Krrl:f FAS, it In the i l ivn t of the wi f tonna Regional W t'or Quylitya Control 1.3t^ard, C"kRtai�ral `al) y ttct;ton Q "re ulptr ibis wante water trMamition Q protect t1ty, Vttlydlc ia'u th, s4fo y and wc1ra?"o, aod to regulate apy warty dOlharge tO SO- yeel tho 1idn,°i"a_eni u&r:5: of tbo waters of the stmt{ a'nA & larwient rtuinatic:e, Are- fore, 111'801VIOt that tho 1'oMwing rapt'iuircmcm „taM trovoru the t.rva�ltrlat*a`M and di - cbar&e of 1v4E tcs ,f•r`on tho l rt'°o ter Ctlovi l 1p S&l rAa l 1 OtM Mk"`S: 1. Tl3ta i'e c lar xrr1. r1 y:M1 .. tv Mr a , ShAIJ COS= to t1r MUSK Sjfrrte?.ards for the. snfv Ilit"vvt Usv or WN tr Water, 1 Y a l O rt�'P 1K'val �t�yn-I�'l�i`k+.`An, 1�.h-'�d"L�orn;a for t","`, g; i1 t 1 K t etL'u. e ;,`a4{rMl Lyr 1 tri"cup 12, a� �+ A. Ito SY`a' n ' ,kr` i Co shall Pot Yy ��: '� ..P � 1r_a�: i0; o ground nd 1 junto 11i lair t �il�t1.9 teat �tt� e x ��r� » yNOt}14`r titYra 5/$J♦y 14 tt'l{'C1'�Ir;CRi�7lr G11.`"��'�i, r,o t1mr i`."�"�k1tF:�rt7.i`11i'F�nd ,.tra 11LA. IM1a Yt. ea h �It(��4 s�»dk 4 „iitA'H treat, L"»•Rnt7h »'i,�r f:han :a, i"1+y:dth y r'lAtrlr. 'o 10 C 3/1 or, 5 d- 260 C ne ;a evN 't M El rOOM".M If to i:' M if (IRFATER OROVI 1 I.1, R1:0)UNAl 1,AC) 1.1'7"TTN -2- •ut l t; (*ourlty A , Any =tp discharge to WyvrrAr,,tty MCA shall notcontain more than fir Away or 16 cr7u.form ojq iisr,r-. (mm) wr wo mi r )tor „hall more than 10% of the sarFritt.es t,a.cvcd 500 c;N.i form (MPN). G. 'Mr- ctisch'urbv ,4,haI1 not contain more than 00 ml/l of srttlr- rr:b c, ct1 i ct: `f. `.I'he discharge Va 11 not ca vac the dissolved rtNtIgenx c-onl ent-r~rl" I oneui C"t°cyek or Hai.hre River to fall Slow 'x 0 ntt/l at any t ime, 8, The cliA Irai`ge MCI not ca= floating nV ApE andrd materials of recognizable Vv:iai.t'. CirJgin in thu receiving watrrv. 9. The Mr<°h4.rgv sbia 11 not ectiuNo bottom tom „; los l in in the :,*oceiv- waturs i 10. The clir:rhat O Shall Dot caMP-MMIC Oil, groase,, scum or :foam on t.ho r1't elvi.ns 44ott rsi 11 Thprsc1+, VgV 001 not cauNc fungus, stinrvq or tither growths in the tcreiv ing wa tery 12. he dischai`ge W33 not cause ep rcutratiula. or nrat:r~a"].als in the rc:volvinc watort, h4ch are celettrioms to human, plant, - Rnhal 01 aquatic life, 1tlISC LVID, furtho r", that they attached QxplarntGaco or I',t quirr:t,rentn" (Altrundi% Aa Is a part or huse OAKS,; frit RYMLV}-Ti, furt'hor, that the d1sc.har&c r r+oy be ru;7ui r-cd to HMO technical or n7 tU t";4.rr program repoFtsl and w �:P.SC�I,;�.C'tr, tFr0lthr, Anst the Alacfr.'!:rget shall t'u't}yr:t pr ,,t3y to the CaTrf`o ,.ia Regional t"i,:' et" Quality Control Bonrd, 000tral V"a.3ley Region, r, natr~r!0 change Cr pxoposed C° .dnac in the ch?Kim, Itriat"on, or Cr"s.1li"o of Luc dSsr:i":Irge, This t.'vsolut3on Has noL c"'f.tlot t,ut; P a1t'<"r7 °C" or poi"It; welthir dnex it agthllt`ize this C'Crr`1e71i,:i:* ,on of any act 1"t".yu1i:9ng in injury to the kl:"operty of W'"t'I'wr, nor,` rimes i t' ptoteCot 'tho tdiAc"harger f'ron hN Pohl H t let uidt i f k`dpr'al , stgLe, of loci larti; .' 1110 Ward Will V'rfIOW tlr.'s'f t'e.`.iO1!"F10 ft.1100tCC"..111y,°, 1—d 01 rivise the: 3;e'.:":,t rc— A"I`xx;".; Ta . I - i 1 + r + ', r II x ;r, o .ewe , + C,? i y r; +er+ r ��.l�,n Ll+i� �).L�� ��:�,��:� ���+<<^r.�yz�r�r� � ��s,. k T,� l.c�!.+., z,� ,l� rt�,��r a �'�� �,���.� �+A'i1l1� tix't,✓J. i oi, 31 i rocturs of the Mor Wi i3M1AM lUb,I i s,,: Utility DiStrie b°, tli � ;► � (",un`ioil n1 I he City or MAIN and the Foarli or Directors of "the ' 1'}1e�►l�'rl,%►, � 3,,r IgaWQn lirwo joined of rtul to P,WAS ,n por•w6hen ,al` biou to L liquid wqnLn d t°pMen.alirl #rY.,tl"tt m that cc'Yn'Cro+nta the aivs ter u,+"ovi.11 Wml!9iix,' y. 1hr Won "sxt.MC'A my working C,ap1'+Cra— ti,V'A, to t1C��<�' p fund, CtiMt'11,ti'd F+2Y0 apvmo !.l 7"nj,,t.iak'ti," l tion ;!.i1K.ix:f Tqtr., No;K•tli Hurb;irlw IW c, UtilMps alAL110t Willbo °l.ho "Central r1h6 c'xiotirg 'trua f6Mri. platty aV tL<, C;+�,y at MAW ane' l�Iort�r Public Utility District arc loc4tcd itr�ar r�, r snotbo jti..E rM at lie My 5.51: 1.4lat fW1 11t r1'7 Awant ro 'Wanwo 3al 4 v o yl Lily y from ti+7lo t yMaAg Oj?SIARA, . Thu dicntnc ! thn dig CYVA WSA bno W`''k C j., CtW to prCi1di' atltd'K."i.+t�:'- �i i;i?rm �d is f i:+' Gu f lir+:t i" the p- ^t. � I 1 W C ti"�.p�: ia�;e j'1! k+1r ' riV+" ei direct ect 41 no W4'k' o from the tr4•ni-►rent t+:1+lnt a W i,UC IMM River. 'JY71 Rf Gi nal VIOU J,+d + J, r , ,1 r 0 1 +iYI'1 u R °u! r ` d S t"'.0h O The. T#c!r. �.i1 lei*Iti�.n Moir p +y Ir.+ c I., ,l0 -+ will 'W padfled' d tc1'provide b'caled %,1a+,0p; € nd Jo pi"t1u"ldc Ir''n jnI,i`lir dMIR7 , ?ovi l'1GCxcva 7 1t,p7vnt will bmodified to pti e 10 aAnil Warlicrop l hc� o:t f ItK r ut Air b othov6ta is gill joi n n 5 Jkl', u U"p C11`tl;.tol„ i h(l Plow f1att x'r. ard ?11 urlV Lin papIM Fifth No= Lo a An w l.1.l joins the 7 rC 1di,r i T he r 3 i 3 1 o InW a s erMjN Oa.1' 1111 v: s l l�►�I}X(1 �rdJ�� hwtai° t '�o _:' pail k ili�;r�1 r7 t r'`-^ t .� y t �`,t , R Ea)�i� p �,r f �"c�l Pr ,; T�y�.e no�1+P��, 'xf�"f?� y Cf1olit !�'X?d � � 010 r � i,l�. 1 u�! F + r y ► by A w 1. 'ul f e l on np �«� �,f�.'3�3.kd'M �.�`.a .- MCA* �* 4 4 ..4 .F. �w 4 V � t l A �, 11 ti yy " v , i + +,,�Y 1tT 4 r,?l ksct"t 11 a eta{ �'1.3�Bt• �f4 � .Y �t �1, vrd,; vt ta, Ak t .� Taney. . n:'tinl WK,WH sg bill �Ce 13100 ,i.0',. -i1 t.Y'm k;i", M `i:'1'1GOV 1: 1':L'ois with �1X`C1lisiono 1:'Ck]v fu t"%kr tr.'" l at tr,'.`. Win. �'.� n. � 99ho �; �"t •1' .`'upps++. will l �}tY3"tt', , Y.1.�y" r7� i'� ��.1 for a i ��'J�.��iiw:�C `� MEMO i ANIL 11.1'h�l�tl;t ai 4 ,1 11CY a"CxC 1 ra ] 1�1A'Ct 11 cl 1(• i" �•,*.i tt j'„i �x'lat d 6"r rr' r115 it t t" ttr Gr+�wtttlr,tr.. i �1�r' � YaPtFi [ i�itztl>alrO.1 ttt 11 .1 fill puv,rid'i.`l+lowtl!I'rlrOa;al.tt. (Itt'i Ti i + l C't'lltrl 1 ?�, xStilltll'tpveI, tF'tv or cr,, t, tatr 1,222[;°xt°�°tl tt'�tlt tf�.r 1't',�^t,I11nArK,1 lfrkr`t� vm'At°�r his II-It la raiz tl: z�'irr! altf rnal vory rxo. t;1°i,w tri tiIr1711` .•tw:' ttrirlr .,i,tlrt`C xti= tt� rx�at=tliI,a-atlIrd b ttlr '� t . t A' ]li"tslt l'tlat1'[r�, l i,_ tta rl a t l tiltic ;i;l, y I n xt 1 L � 1r1- v rf Itr I,t i`<C^r-i x Y MIT rxIr a11,11grk 11A�Mli �)�� �"kY3tlri`y � !Jlt.i t)A e C19ptr a '117.:0 wo o:'i,:t° a 1 4c ha vgc C5tlt1 it 1)'C I l ii K S lW1Y of l'cr 'l tatiGrz� 1°lka[c r�iltl t7 tt°;Pia t zx 't of 011^ (pliI l i tN (if t'1v­� t la tL N,�,t tr. 't l` at ttA"rM At.1-r tWt, 2.I�, 3"1 .,r,W x r r.i• .Cllr. r? 11 �. �:.. fo r bon u 3c.1rt:1 ia ., {':ii]c'la 'C1'VA: :tilt ll 11 t,C'iaC,lat1, PalItiti.e-o ill .1v(te I.rr;ahalti rdt�:rr,) WIlell ll, t1.I:," a 1 ca zlllilrll P ttlti' twill tC:zis Q,r i°l�t� N tit t� k, � t � .�A tAI ; 1•.r a tfr,it�l:ttt tltrarikF,ta t.i�i'r�,: tla,;cr.� tl�i�l,tat,lk i#1� �,�,t-a�l,trC Alr >`Wr,��t^. NC1't 't lh1' 01cr" c1.4rt 11s tic'a Ntlii[4t rh.'l #, ;p 011x,t;w t y k Gt i9 is 01 C"r'1 G xI7J .'A` ttY tilt' a y t,2tl1)o L t�'1 .K`ire Yr ii I�f'I a. iy14 .t'11''. to y+ � y q property, l l a ttt i�lti i l�i!i t�1 t.r?!( t';< 1 Y air.."i11 lti� i.� li Cllr t'x t}'r i,A t1 .. 1 rl .1,i ttlz ,w4 t�l,..l; 4. entk2't' t, 4 r 1• 1.rAa1`Plr�rril rWlr xt..'W' � , �l t t, ,wt 21t:'1�11• ..tt ;flit W�',AIYt Ix5,r1 it r �„, t” WW., a11I,M e•a � `C,1 'tltcr ll r`3rtaa,'2r,t k'z tt;tMt:i�,t 1+lt.tz�'t'^tl tl I-;' laa=,tvt // t ,l r.tti:' 1,' lrI'k v 1 r • t1+7 r'Cl I.tll , a. Ya1'i 4 1 t'r'r.lttlxN�i ttr,al'tlli� t1tW..,,k,Y . r, rpt,.1 (I the I�"t[1<tti•1LI,� 1im.�ll4r€•�r ly[.it f a:lt 1Yi`l�t�°I'.a tFS � 1 I� r y`' 'ict �t.'�,r.t [�;Y.'��M"ria. 1,2St{tVt+. :La `1. ,ll" air a ..pb,l rA�i Y°rr 11, at:rlelr�il.? c,s:x, r�;1k1 t.ti' ai,r' 1k1�" tta'sch" igo l+:t 1, 11i11t C, o » �2t tl1'tY- 4n t?,r� •fay. kw �tiWS,, l t ClL'1' G�.i'fWd Ix h�kY iAd.de.': krt X15 rtl;F'1 t rn`ly-21t;.� Tr E }� ♦ y y ht, MON r,l ra. i'}k411i�IN11 �kl it .MY �•..1 x"Aw '"`.l aZi.t .i .A pT Ft'W /, ) e k yip J W }� is l[AI' yYl. �I.�x�t1K'it]raf o "t IC, t T�i.'.,�'1 [tilt I. k �a: .� t� • '.a �i>u•Wl'+il t �t Crt4C' 1 cal 1',kt, a':"ot ii. I 1 I t a k'rCi a f.lr far„r� t).iWvitA'W..tltrw rjlr �1tA.'t�i ,v F. �r]2. ' w•t't,: k $ aA ig. �A. t��' cri'I .1`v^ t a r �' . ter E �'t lifr ,l.rl t t'r t'c`,l a Atli tar r tea " 1!; r ° l t," s� � f r +a K to 1roT I � . +.W .v• •I>t r � t1 p t r, 'tl .tit h 11:1 �Mx9 1 it 1% Owe l pp � ,112 ,�,1 C'. r,°" x a:t c � 'l � ti t° � i, r '.I. I,• "r 1'r ' $• .a 4 # A p` 11�li2fi111,Y 1r,!�:5, ?'2'r 1 t, rt. a 1 'ttk tiCl tri, int t �W".lv' rat xlt W.t'•a �t'C x Y I °„fin : ii'7 1 �i E 2Wr iaxLt�Y :d'ktY• ktlttttA' x �, ;,­­V% !1r L;1A N1. x r x t+1 ^rn 11 tl ! At 1t'i!• ( t4'.'t' ��'Ir'�.ir'a�r R3 • r;l rA t. Ftp rri 'r �_ 1: t+ .o n1'” 7 i�1i��4�::at.v.M„ pp k w Y J y i 1'•�IIt1�1�l��air��frwoliararoorrew ..errsrr�:.�,. . ,. _.. ,.:_.:.. . .,._.. _.. .... ., ..._ ..... ,,. _..., ...: :'IFa7�'FwitICM{f'Islifly{,it♦iisws���'�^ _ . .. -.- I 6. shall h6t' r1'liW.' Hort Wf;lan O,n Avk'.i Cr"I vtti.'!'r't9l'y al ids Tk' riettle'atli0 W7;ti=• ri'C"*'.:t,Ptf an CMU-0 iM a i',va,Yvt a31CtiEil:tt L" or 'tttC,: i " af'f tclotc o plait nV »r rat vL`vw G, F,ettlrab,rr "W: iN -IV ca'r -c .SitrM aQ posits in the mc via .,, W al e rm The St'i,a:cbaa#'uc not t^tl :!nw flic Cil:"aWYili 'MY= C "tont of ]itvMUL Ml'a{. 01, Fc,,; tt1vr iliver to fall 'i:30oz 00 tVi9/3 ✓7t', any ;time c ii.i l"aC� '1" 4i C1 �'w'Ct7 ;C4'S` no..o*i:yry for -t u tiivsc'rvat8i.w v, "d r: �ctliYnc,t`vM ent: of fish a d (Ft ek Sorsalk 11A. " Tho rtii4Cj1IL r"C s0lk,31 not c4 r"a, f7.ont"i,rt' dr eu t7v"dod WHOM of recognizable Wa7t.e origin in the reco94ytisg Warm, Wanting and 5 3PrAr1Vd yujidn art 060ciIr"'#ra" gin 4v.;vM t al •rar't from "COilr tic and ro a't,vutit°vliA 1.9Pf`jv4"I+argt of the river. 9. The dinihaige whni,l not a".luny in 11om atct`"''ito Wthr 1t,1 r.'1Ang watIC.."`.- 13attow e-mija capnyovy i3t ri �.wt+ i 1' 4 �t" rl t X1`1 ! ' i+ i to U%Ygen cienr " i The w tex ttar '! � F ,a t"t.riy ntivl'aw"»r:'aysJ.;l'TRt''{ t'alir, 'ttae• 4ir,i°'stIC" `'l.t;i;4lv:ta. ;l n The Cti::Ml"ilv°3' ,ff. shallnot f:a!I,..wr v! .it 1v .Cad 1, 'r Tv'"t s-.L to' UM a r C19RM an the a'riY,t"i1C• Oil Scu% 'rold f, pvii r1.. C c'"�S'.a ei .i��Ii,r 011.01 acral li't�Q at d Y".1"ay War. .' �'"Calt, c ` ,ft"'rL Vital the xt`'.'i>ixydea or :.f1r,h ,;S a ,:<a.'wtt itli i'�.1". 1 of rS?h %rld wild- 11, fi ,i,1, The di. chnit,t abill not clt".l fh",Yvo ,4i'p.,xA, ;fir i,'v"thvr =,tkwa;"-ti1.: ti,tw Y`t:ct;i ing iV"'Lt i'ti4"rlogi{"!! glt'rtt'iq alm e Mo''t.1 ': ly objCV10n4bM AN dU1 itl.tjo Alril,li. `of Cawr. i'WAUiWi,`os o rit:-1to i:1.g ir tF"` a s 6"1k" i"fil` art ;f'iL"J t';tt:"r 1nti" :o 1i'iwr plant, Primal 4"1 l 1 ft"! A Mat9 Q of poti`oi cal 1' ell M Win 10 W 'i: 10 11 VAMI'i.l"t.E:'K 1faa.s Is '. 1. i Fwi ,1 l x" jv-i ,` ..°fit' 1. �,k 1. 1; 1",. i 4 1'rl, i'. 1'��� `u •!: t..l l�'l. w'.1. iii tCNF .t y: �r+ q w , �ter1ialm til a We 1.rT"-Pi - rrui.y�..rNR�:3Wb •.r:,x.. "• .n.s. �:a..;. Section M I S i 64' 1 i '�a �d�y , ts. ♦• i.wtt�. �., �: Mit �::f"'a � it-., IT,i t } tha t tt'li; 4 tC' i 9tW»Zl K•'A9tf "rlttay I'rv"till i'Y " ,'+", =:i 'A&' tx,^•," .rvz,_Ct}• r-i� ,Ga2I'lr, 61 150t)ti="1nv" 't+h C ,i 6 w. . t 0 0 o " `? w.% r' ` +�.. C"16i1.«"'kv'v T,w..'^� i. s" t'.J o,r,�'tl�ry.,t:t wii�, x 1 ti v � �'14, t'4y', !y .i .iilgkl tK�a�i'lr1'.44i i \",`j9 " as .1 w � 11 4 � �ii'1CFftvi"i`dng ;Vi,'hr;q iii" tf 1 iAK 4.1`..,' a w 1r' twit 'iTC' "• i 1 i'1. ., ,.1 w'I i , i" •1.`'taQ. 91 W1tl'- Sufi "ra JAY O"¢o C r,l t w-wr i°l , �.�, 6 t Uri dWW" i i VC t i I'"S ."i ii �t t � -.v: Y" LC , �� 'C. t�`,1 W w 1 ' a �3V?"•"rr' na Ak C ® K. SOcl Tas ---«o.W...:.�........e.. 4Nc41NMERING CON8UtTANTS . IpQp. 0116 PAM (HLY0. _Sulle 7 -. 01rOvfl (E., c:.A1 11FORNIA 015061V ,Irr1:y 3, uttO Cc"Jilty f'' l k�nr7 ir,�> Ccartr,t �� iean 11 7 C:ou ty renter Drlvr: ` « t, i �1F��p,t : 1,x�r, car ti��t t 1 t, S [� ' ht,rr�nt,lutt� Jit Y>earr, l�trs�ta•l,r,r rruntlrrnnt l'tti`11tie We rospn t.rlrl I'll rogLjost that You po t> otl they �;ctrr>nd r1kaso of tIlea a 5 tl rScrMI t �,c:nring fs� )r -t;i,stllsje+ct prt'jOct, 711C Qjrxstl �Fi- c0tion ror the nostponc�ri10.111L requr t k thtit rpt tiilf, t>O1'nt to time 501 l 0 XfN!' ,.,ration l,�s not ()curl cO trl� l eted. thar€�f`or C��t►r'Ot 061,011A01 qun.rrdhtVC, titat there eri 11 hu nc.1 ,u►, Ur t t~4w ,,.,l: teY or treated efiltr(jrtt« 11 c��an ca"',700rill1y granr�Ohtec that t: horej'wIl} lit, ne~► e: ntritatarinn to the exi5tIW1 f'lt�caeitno COnditIOhS �r���.rk�c! %,y� Chas' soli' pct catenorically gtotn this evrantlhn that< tilt-, r.0, vilII bt no noxtoasocirtr �avcltonod jar, a r• su1t t)f vo,st_o r n1uma�tton t) e I n j !r r^ op c5 t� Y 11 su-bsur , :�~trwn��, �i' rz�r:iran r•r111 lay m�1e�C��# rit�rtn� riy� Cir~;t r c, eta .Jul t� � 7 `r �" 1VC e',1 l t bo, i� r n err 'I rc x1 to t s s u i t* tla'i rei ,er 1r" tryLr�n re:�q u 1Pr vie n tL k15 9Cta f'0rt4, in stnfi r ra prim( ncl tion at VO'U' r noxt r vul,lr rleettt,106 !tee appr«ocinta Your raOns1CILIat 1011 el tRr1s rrxciukwst llot-y tr llv your s x I r1P r,r m,. N111 J. rho �T o i'' �� y 5 1" t v i wj 1 r7 o -p' 1, 1971 lA? c c TMAR� Olt? .yyy ,9 •S(mI..Kj[toy1 1r• i �ry�:�°."ia��,� �`a�.= �,<��""•�::G:t. �.",i.3' �� �' k.; a�,i�"c�:;:�:' ►.�!;..C'+9"J,�"w �''�.��tkA��y�"F �""�':�'�i'sk�,�'k��.�'k�;y�� i t.. July t 101, ac4 Niul km4., iic.. 1Jb tho Pino, :4 r"A.t a : tA tZ# I . t , } s )i+•E: w tido r\+Yb YF. r(tu�`I �4 � WI n.M"IL. NNz'Y,LtINUf PR, b, r � 0 f:,.10,' ITV, F 1gI,14* _ MNItAI.RA. r(MVIf4MM ir, TALI lir 11, r It 4. U47T OUN AN s. yoror1r Vri, 11"ClIatwr y ' p �� I'��� I" '�� (I�ijtd�`., tllaYnlC1 61TIG4 NT 'Iy artr ?r 'I:Af t Y 1 U (G1 h R, CURURf of 040VILL4 AQNpa.Y v.r cr,..��Al Y �.1 r1E�l. Ll.,..tt 1 1 t'F o TNYOnC M, a,,in, rewV IpYr LNNN,pt naAq: Llrr " V110 ROUTt: 20BOX U.3 kogcnr L, y Itilvq, iY RUILLE" A►rn 04MLRt4irNnr OVCALIFORNIA 9,5946 nfo«1 so.edus auw ' N.UrrNRtS'Vi.�(1i'Ylrir,L_. . 'I Tr A. UVANa y q Burls kSAuw Y Sept(1'1, b --'l 28, 1.9! 4. nunv �xLLor� , . U00t Cauwt'M D(eVItnGV r+HITT M11MTV 60 040ILLK _ C,a�ri�7zilY�i s ati it.rxvix orixnc7ita.l xMpLCL ,, eport for Oreattur Qr'ov lle Sewers. 1, We see i1 o dear stateryieit on the itxipact of the sewer effir,ent, etcopt to ixrovidc, rriga,tion water in a deficient Kies: The land proposed to. I 'lac. r irrigated has historically been clay ps.stuxe and has been, apparently 1eve,lOd for irrigated pasture, tcorromics, Of irrigatiC- and the lack' pasturi viosquitoc s t,kQdo t�,yroW xi:'yculis) Prodticed under all but the best of a t Li apie 14 a.tions Make this subject of e.xtret 'c� irn;p0rta:n4e. Th,: alternative to pasture irrigatio xi is direct stx�,.aam d�sCjjajge: 2 Aedes ni xorr aculis mclves and is a shyer{- throat to tic people in ' 'alr~rmo at -,d slozxg Coy Lcr ne from any irrigatioft Which would produce thorn in 'thy proposed sewer pond ai;ca, The proxi.rri:i.q of the poticl site to the populated Palermo area scGrri to warxtx..f cohsidera,.Ioh of this factor in. Inuch t-nore depth, Our concert-, is riot new; we have repeatedly pointed out the pio`hlein bf this site to the sitem la.nn t y p ors, Bocau8e this species is ecomin ' such a L` ob1 ern) we haVc, "ensidered the need to use the proVision'., OX the Health and SafetyCode Section. 2271 and subsequent, w her e- by .the land owner ,is held responsible foz+ the ccr*�ation of a nus :arise, y arad also r'08pon,8ible 'to abate it. It is obv"imislyr itn'porta4,yto be 1971 bALImImIA mbil pUIYiS 4"CifJY`gIuLADIIWAYWN "s f�a,w..,,...............+:a.....«:.,<.. , ..«. ,;..ate.«.,.., ...".: fit Conga xt,tYts; on i,viron. aht l lsx pact � ap art; f',)r Orovillca Sewers (c.o itintled) Sept. , 71 a �� te,ca�stinuc.elj • sti ^ this kind of problem .8 avoided, �tnd we have been ski advising', Mosquitoesa,re 0110t'hk isan es Niihich shall not be caused by the discharge, ill the temati've diSCharge standards 31 midgo's Can ii-iove more: than to st�ttei�nertt' on page 31) a j " and. we would like to see s�a,�ethi,lg coaxcrete ro used, besides inlisting tile aid of tlt,i5 1]XsL ictr aftc'x{ the problem. arises. The time to dr-Sijrt out ' xoblext'as is in the design, stage, It is obvious that lviidL"as can ca5'ry ba,ctea'ia froil'l the ponds to areas Of 'k1s,bitatio t, axxd as such should be avoided, cs3z°ac tions, if the ftjisance is actually cx.-eated, could well be directed by this rgstriot to the landowner (,whoever owns the land , y r p" export a on which the Sewer i joncl:� c.�.ist. _ It seems zna to xa.ate to nuisance problaax intra a neveaa�ea without plans to prevent it, The sta.tcM.Lint of - "To the dogree possible the la.&oon sygtam shotild be i ise;ct hatches!' is n.aivc;s A statexr ent operated so as to discourage on how to dothis would be xr�uch z i .rr~ itistrtxctive: The statetiJont that natu_kal ,cotlttols are usually more desirable than itlsarcticide8 does neat seem. appropriator ctu.alljr physic l'contro;»s are more; desirable in this case,. By preventing insect; bte�,djng there "a;nisms or cl'6 t-Micalsr is no hct,e�. for the invocation, of biological xiech. and there is no insect problem either: 7—,., 7 _ ,Ir {�.�Y.I M. I � iRr' 1".�M�iY � \ '" ! • •.I..v ri.N ,r,y�i ��/ •y. r� " ",� -. �N i FrY �. �YY. +Mot 4(A . sr r� ,7r 4 "V Original GOfiSG 'project and flows,;; %.%��"r'ii.""' . ^' AA ✓1 f� Y� tl I, copital costs per meet of 10.1.72, ' `�r$ t 'Ya�YY „,.. d I YY 1 k r ca pittil expense per CAH, 0&M 4x (lapse per 50.50 allocation dated i 0.1342. Orovlllo plant m0difiitatiOn5 e l( Modified GORSC plan with nig trlclO '4: ," It!' a I f ling filtors at exist. Orovillr ML, r� Y Y I I �tor 'to Joint Jun) � t rte'' � '� ?�� '1`liarnlali�o intareel 1 C � , , t x (r Y � (� ,• �' r � � ., . y '1 ponds at GORSC site rlows uld costs per �GAHY�. !«i+w.f+<u#k Hh+�•r+•ut«Y,rwR�rs�ww,wW.Jr��,.4rY,wWr"�+•L�.w«.rYY rM+,MNY N.Y I r+F i4�Y iT"'� wr,arw�r �wi� .- ry 1 Y h � N � yv` a ✓� Y "';,allied GOF3G plan with sCipart�lt'• , j i pond sysfern nrcr, alr t ., and f�anrl at GbI� G to f,,0 Gita� and NVUDh_Flows and casts.,per. k; ? '` HI �A p. F h l .+ra +«R+v Y MhavM M h o ",vw.•n.+•. ... _ .�,yl�y_,_=1 .... Il 4,A Yi a. " w� 1 M • > •r a Y.a-«.w. « '. . M s a vrwr p,�.. .Y - w, .0 r• y': X 1 "ol Modified GORSC pian Mth {i',harmaii`to � r , , , i �`' 1 " l ltl3rC�(7t r c«atthjclacl -t Orn,_f�at�► ,� ! i _ r, �rEk.,:..o i„Ir E plvd,, pryn ds at,OOfiSC kill, site fir , thrdo, 'riows and costa.r? I i I W4 ru« 4�{`w'" ,Y«, iwr4. 1 Ana «0•n,^r 1 " � .. '-., .Yra.w�wwLYL+'�w.wi.i�.Y• P u..«l.- . —+w ' Y •r �, r"Y { �„.,+.�-�, �.� _ 'i �rr�r F^. V r;R� r j1�,• N a 5rpa�ate (ands hear airport forwTii�,, R w `� t, r iii a } � Y , .activated r,ludaa and filters at Orovilir� � I y t � � r i�c"� � � � , L " plant situ with (JUtlallto raathar i i'livar. riowcnntl tests r+"f . �. wr.,.�w�.' A '1'horrnailta rntercePtar 0011ric5ted tat ", c�• r Y ,,; " ,�, i Oro t)nm Oivd.l at~tivotcd aludoo and �t9lters at Omvilie plant alto with utraii 'to rtve> i*Invvs and C60.9 X K ru.r: YY ,ri,i i.r.Y:�NY 1rr.rpr>Vr .�'•li M r iwa., .«+I•.,wYMW �v I�� pr awl .nw .,. H{Yk+a,4 aAr'��+r+M iW�Y^ +�+H� ,+.Ia1.ir :.er • 1+rY , r 4 p { Y:.•-.. i ',r i , .?4i.iw�••NW'3)prttq��IdYMii.Y.MnMivfi,. e i �� , Y" .. r.:'1 f f. 1, . .. Y....t il.:.,.. i T1' D dRoI'Ll�c= V r i '� .JSG�C7,�T. �JNt 3z « tr c CIAI6ANICL&kSSOG1ATE5 l (rIQ C3,o�liiiiL' 1575cacsr,-K RMS axzoea,fled' yxam,4s sea,, 4.da ir0 r ET? I{i}TC3.Gt i } rNvvs . cs �c�t� f JT Fu 60 .G t .O€? T1��flTt�iL1 TV I wr oUTFAL4_' C:,xv -r Otto. I.QO-,t �,U • `Tib �i�G� �p. � � ( baa ' Thy — E tTo WizJOINT . G _-_- Q�Y 1-7 i�p5—LES:%DAY,3 .�Ct�iJy s-Ftc3t €2t7 Y $E� �-' 1 A.T'U it C- t`t r� '{ K .ro % : fi r s SGS` ,% �. ' K=: ; j LL rYom''` -Fa-rAt- Com' r 14 - ` TO rL t-�'7 :! i t 1C a x C3 t �� {+}J .Err_'1 i`�.M.s —_ - ._- ✓iC�.�5(5 i 10,E41'ti� $t& U rAl, MDMA- 'THF RC5 URW AVINCY RONALD WdAN, Cgvnrnoe 5`1ATL WATER Ri5OWWES CONTROL 00AR! 0I SION OF WATM, QUALITY CONTROL, WOM 11.10, RESOURCTS a U)INt 1,114 N161tl1 $TR1;L"•T• $ACRAMLN'(D 05414 Julia �r Mrs. AM=t. 21 Box .y Duals 01C,1`tT1110Y Ck%u1:,'1 '1: is a15`b%i 'S yrsuto May 0 °cat o n t AoKl I,n P oijIvc t i be asau •c,O that t; t:ho ���xysical e11e00tv IV L'ho aft ega. ds pc»ncl C10+L5q, flood e►»°o`j.7,1unv# qvuundwat60 i; �T:AC1C'L'; 001 ot»b*' an hd tubj ch cad axe: ,Lnton i e r°c vlaw a ad will ba rre t: 4� i + c1 s,rt d t ail bnom We! xalano an G7nUtyille for a talo ` l l:�'';I1nt 1°1�::l •�:miil"J',"i �'�t ��.;1� A. the project that a a jihall tt1r"aWt~vc1; but itltt old not. be ctrtinhwa& was State tho Spocit'ic 1, C(t��ayr�i ta�.onn { e � i' tow `?�w;c �;x }, c��� a �1 � yard the c� e r. ti �eyicyr�ar tai otl to G.t V�.�.. l� n yte., i�ha �u fmf tii a tr t {,r}.ii�,,y will bo tent to i You' 1I'iiaY1]% yoi' "A'-, 17 ,E 11a ins ri 1a#: comm" 'am ;;riovft to, Ut 02 "Navillar CHWQCmj COME r hy,� r ��x.�glR. �!p�^ A"' N ��! 1 Vy4 �p•'(,. fxi� �i4vrMN��`�..NNy�#R`UV�Mx"= Lr '`�'Nx J'ds p g e under pub 1 1 c Law SG- C�Gp„ 1`h� a p1 i cant for grant assistance stanc x+ by the ,tate of C-at i forni ^' as emended and ils I,ursplemented C1can Mater Dond Act, is a booperative effort of the Morth CI ty of oro�ai 1 1c, ,and ' dttrban public cJt i )I ty bt stri ct+,, thin tha'' Tho-rma: 11to Irrigation Olstrict. 'By mutual agreement the designated as ,u Narth Drba�tk t'��'1�1ic Utility ptstrict has been or A11 three �a�teja# nper�+tr water, and cen'kral agency. waste hater,; fact 1 i tt cs l n and about the treater hrovi ► le keg 1an» , The mailing address for the central agency of till s joint `5 ry oo)deavor 1 s arson Shepard, Chat reran of Board North Burbank Publt,e Ut't1t1y District E 1960 >1 g i tti street rarovilla, California ga��5, I accordance with ResR lutiart 614x-t�� the Chnirma n of theBoard f11e and sign all d Board dell noted represont0tivc to is the 51. and aids programs from statc and federal reYatf'ng to the grants of the noted resolution 1s .7ttaGhrt1 hereto and soiurces. copy a hereof, and marked. txh l b i t "A'a 'for °your rev l ow, use made part and Considoration --. i Agreement is contalned A draft of .the 'Jo1n1, Pundtng and Qperattng, It marked heron rand 'made a part hereof by, this reference and aria information* htbi`t "B" for your cohsideratia]t 1Me frapc�sed i'raject The proposed prbjedt consistt of five,separate maJor sub�prajec s . each reference ftcrel h 1`n Ttte 5r4b~prts'jeets are des_Igna ted for orignal ap r iriat'l'in�5, i et.ter des i gnat f.cn of the i accord;dIlca with the olrrt use outfall "fh'oihf use Sub-hrojdet A consists of the j hein .this discussed 1 j outfall Mas several special feafures as report und,e r enB i neer i nQ cot15tddratlons, _ ubypraject B ccinslsts Of the joint Use trcatient,; disinfecting features of the and ri spcisal—focili'ties togetMc' with peri4lneht total design, 5ub�►raject t; coF�s 1 Sts of tide modificatloh of the eXisting' t)i treatment feel 1 t ty� SThe hlofi Cid Burbank Pohl i'c Uxi i i ty �trtct included h'dra~wlth or the sake ai e ty• roje�,t t 1, 1n aecord�►rice ��1th state p leted at this time rdan p ro,l ew r. t►as been comp high dua'll`y :effluent' ar�d fedIrat standaeds and is produclog a W .may ..-. 6uki-project .D conslsts of the modifIcat ion to the existing City of Orov'i l le sewage treatment plant.' Sub-prooct E consIsts of a,major Inter-dis:trIct Interceptor r sewer serving tha The:rma11to 1+•rig tion blstri Ct rand the; Stater of Dol i fornix recreation fact 11 ties around the Thermal i to i`are bay. General detdelptl+on of Che proposed project The 6ro0t0r 0r6v1I1e ke.g'lonaalSewerage Facl11tles consists of a major inter-dlstelct int-ercept0r' facility 'togc,ther''with the mod iflcatIon s Or each of the existing community waste water treatrnCh't plants. "rhe flow.$ from the, noted interceptor and the secondairy treated offi'ueht wl1_.1,JaI;n at-'a common major lift station located ,aapproxImateIy op mile south of the existing tteatmeot fattlltles at wh11ch 'pe�1 t the combined flows wi l i be pumped oNcr a 10%, rl dge} They waste will! flaw by gravity to a r•eegionai trdatment faol l i ty located approximately two 01110-5 south of 06 community of Palermo, The waste water so rece;lvrrti er'ill be stabilized onldlxed and disw infected' for reuses os irrigation Supply SOUrce Waste Discharg, Rer�uiroments your copy sof the waste Encosr.d for r Information artid use �t s a disdhOrge rcquiremeMnts as-they relate to the reglonal foci I't"les. Tho waste d,itchar;ge re:riuiremonts are set forth in resolution of the Central Val lay Regional Water Qual°1ty Control hoard marked Exhibit "C-" and dated August 1 3 ► 1965o The, two existing sev►aau tveatme;h't i`ae i l i ties each hav e waste dlscha`rge; s;t <ndaras that_. have h+:.en}y adopted' by :thee 'CehtraI Val ley Regional hater Quality Control Hoard. Oy Resolutioh dated JUne 1P" 195''9e requirements e*' wre set for the dt s�harge of the Moet,h i urbank Public Uti l i.ty' pts"telct. Sild Resolution is attathdd hereto and made a part hereof by this reference 'and js marked lixhl'blt "`D"". The eaxlstin g City A of tarovllle waste, treatment facility had dis- ' chbrge' standards set by the CentralValley Ro-gional Watee Qua'l i ty Control Boar) on 5eptember 26, 1957, and Bald kesolutl,6 is attached horeto and made a part heroof by this reference and I's marked txh I h-i t "e C"" Thi~ Cert rat Bailey Adglonal i)atur Qu6lity Control Ceoard adopted May 25" 1,4 7b a Cease and i ds l s t Order df feet i ve against the city of Orovt l l+w for >non_�coffipl lance with the above no'terd Resolution marked Ext lbi t "C". 1`ha compl'dt10h of the: "fact l i ties herair darscribed w111 provide. a permanont, iong -torte s€1utIbn In 'strict ct,hfOemahC#. to the wasta discharge standards a5'sdt forth iri Cxhlblts 1,V1 ""b"r And ""C"ey ruetherm6ro., th'a adopted plan Wtcernative A) w11I provide} an Important new, soure;e of Irrinatioh waters to the water def iclent' area south of the Propotdd plant Site, a • Tlmetab;ie �:' Construction �rlll start as soon as practiclm fallowing tt►e grant of for an,a the other necessary state and federal approvals. The North burbank pub'1lc Utiii:ty District matching f'und�s are currently r= 1 I n: hand 'for the proposed works The City of Orov i l le has recently ► by and overwhelming marrlir►► approved a`general obligation bond in the amount at $1,22 AOn caverncl their share of the proposed thea ont 1'$1 '1'2 rmalita Ir'rination District is at the prcrsent footime senedul`ln'o a bond ejection to finance 'tjaei r respeccivc� sham of the ;joint: faci`lities a acsc„rI;-tjion at, c Itcsnal Plan asrvice a a1i' 1'he liag i ono 1' 1 ah i s des i fitted to p rav 1 de scwe rare s t , service are:as of the Orovj l le' Reservoir► the City of 'Orovj 1 it, Clermaiitci Mrrigatton pistrict, the Worth Burbank i�#�.lxlta Utjtity °>nq District► the Cominutilty of Palermo► industrial mono{"'ar,tucons areas il as the surround'inn residential areas that'ansti- as Wet; tute Greater Oroville. G eater grovllie service arca consists �yf 37►AOt? plus a,Yes. The r tly Ostlmat.ed to be X5,000 peOpile, e Therovlile papulatlon is curren The populatlbn projections contained herein andmarl ed i xhjb'i�, "H" indlcate that the total area ;population, �,jj11 reach apvtOximateiy 0 t)ntl during the fifty year period chosen as a do° inn period fir 12, the, faciiitjes„ above Thn o�reral1 destfin period for t.hO fr onal C,ertapinan 6s beaturese,dhowevc:r, i s. fifty years w csr to the year wl l i bedeli ctnad for a �isefr�l i t F'e conimensurat:a wi th the lon�pevl tY of the arlul' meant to be restOl le(f.FsViierl istre edc r taj'n elements that p eju�i. The eXlstifag fact titles of the Porth l ternativ,. are common to all four a'flurta°nk Public Utility District: and a thbse rexi stinrj faci i i tie`s of ;the, City of Orovi:i le wit l remaj;n in a service throughout the f j fty year desl fin life, of She pr`t+lett. j ,t 8urbiihk Publjc Utility "Dtstrictconstructed riprjn�atr The North -rn sewagr3 trp:atr dnt plant in 195 .r'► T' e 19ty of gyearj l l�'aehnofructed. a `prir,,Aey sew.1,ge treatment plant in ti these existing facilitjot had been Weii maintdlned and are pedsootly tsperatjng wjth n tine specified design efficiencies. A-tdjtit►nallt *, strltt during the l ii'� ?l yeaw the tjoeth. Gurbonk Pubiie Utr jtty Dl ,e.c eatmdnt fecjment�inf eAistImq haardwaof Constructed p ttnrlatY tr r the p v meeting e4t4te +,tandard?,* The inv t re and faclljtiesrern'alnsan asset In the dt0 bmic dpaiy s Of tha "df+ aY l reg'ontil fa+ej 11-t,ia sW Cnglgeering Con,slderaGjoo The Greater Orov i l le ke,g i on will experience considerable growth .: and InAustrla), expdnsIon withi11 the years that Ire Jj ist. ahead. The, North 8ureank Public Ut'i l i ty Dis'trict recently constructed .a major Int-arceptor sovier some; eight ml les In length to serve the State o, California recreation complex and other areas adjacent 'P 'f to the 0rov.i 1 le Reservoi r. The noted major tnteeceptor sewer ►{ traverlses the built--up area east of the community anri, theref'orej 41 It is 6nticipated that the connecter) load growth within the dao North Burbank Public: Utility otstri ct will occur at a touch faster mite si;am the overall state and/or county average rates, lthe cgnstr'uCtNon of the provi l le Dam hay peovide,cl a reew eto-tiomlc base from wh1ch the community may grow. The dam ltse,if was com- pleted several year, ago, however, this wlII be the first full ; year of ope eot i on wt th `any fact l i t i es o note to accommodate the , p,ubllc. i`iierefore, it is anticipatr�°d that the r`te of c�rbwtfi f; 'thr'oughout the entire O'rovi'lle area will shoyL a oiarkoc rise within the next few years. The The.rmalito Irrigation District has in the ears rece�ntl undergone a basic reorganization y6clzatlan and have ' 1 and reast their efforts toward brtintoni ty ,dvalcementa, The resuits o'f the5e3 new and redirected efforts are evident, in the � ' renewed vigori throughout the con'mun1 ty, The City of Qruvtli:e in thea tec.e;nt eleetion e.khlbited a very strong desire for the comp un i ty leaders to rehow and red i rent their efforts t;owoed they betterment of the ii1`t;�ater' Orovllle Area The cbtnbi>ied aff"or'ts of these col leotive eommuni ty leaders. assure proper 0r6wth and 41 recttoh' to the dtea tet- 0ebvl l_ a keg itln population .Ppedjectl6ns north hu,rbank pu.b l is y Ut t 1 i t 'b 1, s r I c't ; ' L I g 0 19­5 l 0000 w I l D I4,DCQ 198 16e000 19 li, 00 i z2,nua 27 000'' XF Ex#stInLI ;primary treatment favi l i tlds of the North aurbank Publ It Utility ty histritt conc.a med the fol lowlnq des n 10 dino$ besIgn Flow 1.15mC,b Per Cap«i to Flow 80 r, P b 5 Gay n., O, Oj. per cap i to +9. 18 1 bs w /day Suspend d Sol i ds r.er cap i to r), 20 1 bs, /day ClarlfIer Df. tan tfoo 2A Hrs, Overf lt;,.j 116te per Sel, Ft,, 1,00 ill Pn nigestive per capita 3,ilCu., Ft. y Sludge Bo d," per cap1 zi The now existin� ekodi xlc:ations to the Morth O=urbank 'Trratment Facll_ity consists of tho following design loadings be$Ign F'loa,r 3OO,000 G wl/( ay Clarifier r fluent 0.n.d. per capita 0.05 lbsdday, ., 9 Stabilixatlon Logoon 'Are'a 3n ...,,., ,ZAcres 1.O,n. Loaciint) per Acre 76 lbs./at.-/day Stabilixa�tic�n Lagoon Volume t:,100i000 Gal°ions �sh. Stabilliotion L6000n "hatchtion 20 bays Chlor#nait#an Capcmi;ity t►d1 to: 400 ibs.%day Chlorin.e contact °i'imo 20 11'fnartes � kistIng primary treatment faclllties of the Glty- of Or4vl'1it! corital'ned the fbllowlnci design lottd#nq: Design Flow 5.0 i4Gu ,a. � Capita PIOW 5e bay 5,Q D. capita Industrial $ nay n.p.h, 0 18 lbs,/day 2x),010 Ibs./day Suspended Soli ds, per r cap i to 0, 13 lbs . /day Clarifier Ge ention 7.0 firs. * ; Ove 'Overflow:Rate per Sq, Ft. Ono CPn ni �f1ow, Vol > uric Der caps to 1 .35 Cu, Ft. $ 1 ud c Geds h per capita l,0 se. t't. d Secondery deSl n !h 9 �artN l i Iles 1'oadi lig,, Des icin FIov, l'�.0 ii(in t+i01 0gIcaI Alter Total i1,In,P.30nr?0 1hs,/d►y unit 0,f).0./t000 Cu.1`t lbs./play Hydraul le 1, lei rPii/Sut.Ft. std Re curer tion Varies ;t Scco:ndary ClarIrldr nveeflovj Rate Per Sc d rt. Seco,.ndary Clarifier `bIid; 12 ft Rotu�rn ,lUdne. ChlorIhatIon Cyro,cIty `nf`^ 11,5 /day „ 1 1 500! { pp +r r` Joint use pumPinrl roci,lity design loadings: WetWet Well, Station 111'ping and Structure Pdak Capaci ty 20 MrD n fi t 1 a l P�;;k Leaded Cap�ac i ty` 12 MGD Average Doi I Floar 9 MOD (During conning season) Avg ra e Oat ly !low 3 tlrll) (itemaindcr ar year), Chlorination Capacity 40 to 4on lbs./day Air injcctlon Capacity 30 Cfm Standby Diesel-Clectria Unit $00 kw' Regional troa'tment facilities design loadings Design I'low 9.50 PIrLa Per Capita F 1osr 160 r,pq w y 5 bay R.0.p, per capita 0t 20 lbs./day p +rd Solids per capil;a 0.20lt�s,/day Aeration Lagoon Area 20 Acres Aeration Cell. Mottvo Power is � 30 1111 lini is Oxygen '1"raris fer 0. l a l hs' /iiP/Day Aeration Cell Rotenti;on Time 7 nays Theoretical Reduction in Aeratloi`i `Coll 50 Stabilization Lagoon Area 170 Atre S tab 1 1 1 :�a t i pan Lagoon Volume 280' x 10 Gal 1 ons ; D.00� Loading per Acre 5b, '1bs*/day (a "• ;t�i+,ei F� rnory and w/o AC'ratluoj 1 35 lbs�Jdoy Stabilization Lagoon Retention 30 ;Days' Chiorinat oh Capacity 100 to I1bt./day Chlorl ria Contact Time iE lirs', a s� g : i o rt s S ectal i=eatU._'re� incerin C:ons�iderat�� Theadoptedplan has several special features which play :a 'vital role in the overall eXecution Of the Greater Orovi l la "'gio"l1. Stw6roge pac,1l1tics, One such feature is the alightn:ent of thin interceptor sewer in the industrial area and this outfallsewer ti i rom the North 8utbank Publ le Uti 1 ity bis,,;rict +a'lant and the City' of 0rovi I le pIa'ntA The .aIIgnmants for these two major element are the reg lOno l plan'follows a pto] acted sttoo- tallpnn,ent thrciuqh the Oroville tndustrial sito 0Tho 1rirlustr'Ib1 site has been a subj.1 ect of tons iderol)to Industrial exponsiOn in the years eocentI Pat sad and it. I' antIc'1pated that an ocdelarated indu'strI %I expansinil prtagram wlII occur in the yeArs that I10 just ahcadw Ley IoebtIn t1)e'm or fac.i 1 I hies in the future al t nment's du, l icatlo n of facilities tan ,be eliminated as well as an onhance`ment of the attrtictiv,6ness of thisind-ustrial area, ^+ 1 y 4 i yy The 1'ift station 1 a located at the 0enrq i a l�aci f i +� [toad i .> a m6,jor $19.111fioont f'eature in the ovt�'r711 proclram. (t is imperative that. Chis Pumning facility be constructed in a manner 'that is Completely fail-safe, odor free, and that provides proper control oi~ the natural processes that occur In the mixture of secondary treated sewage and raw sewage at this stxltion. This major pumping'' fa4aiIIty is located in a cantt+al location to provide gravity serer vice to all areas within the industrial site D. The preliminary design fo'r, this station calls for four I ndependent pump'Ing un is that ,wi l l pump In a step sequence to provide the u1 t iuyate' pumpi nq capacities as listed above, Standby power In the foam of a diesel electric generating unit will big provided as extra iritiuranre against power outage throughout the area, rower outaoe history in the area indicates that the probable duration cif outarie to be of limited duration, however, because of the critical Impdrtnh-ce of this station genera' ting faci I i ties are bei'nti provided The regional treatment favi 1 i tics are located in an area or low lying ground approximately two nii le%l to ,the south of Palermo. "i"he COMM unity,of Palermo p us the surrOUnding areas have baeia b- Jected to considerable nufsnoce floodino and Ihundation a's a result of severe storms thot occur on an approximate live' year Y return frequency. pralnacie l'� rra ''i 5 inadequate' and the he r i dances of the un i r y have at tempted on several occasion 'to form a dra'inao,t district tea improve the drainage In the Coii, k MU!t ; ef. ', 1Mrmq Todata they have been unsuccessful, however, i' t l s anti c i paced th,'O t t,»r rlitW :dirt, r,,; t,0i, i n i osi area cnn accomp l i sh this needed taxing entl ty ,c,-ccomp1 i sh cho- work. The 'treatment plant itself s Iocated i n the Qy'andotta Creek wateir shed.; rloodirg has btcured in,years past in the Cox Lah0- Wyandotte creek vicinity., the facill ties proposed w`fi1 not con- tribute, to the flooding that has existed historically in the area. 8t!c:ause of" the exlstin oor, drainage: as a result of improper a1igomeot and laid fIIip sdownstrearri:Of the traatment facility, !' tho dike cle ation ground the stabil`i=atlon ponds will be higher than n,)riaraf (an elevation of approximately 130 feet above mean isea level), Additionally, proper drainage facilitles are btaing pi,ynnad Monti the east ,and '4test property lines lof the proposed truatmeri"t plar+t. Because of this ur iq'ue physical situation a low lift spi tc-I pump wi 1 f be requl red at the heodworks of the tredtnlont fadilittes Tht pumps wlll by their very Mature, be rel�itivirlp Iow lift, I g h volumo f4aci 11 ties hanch ndl ia designed peak capacl ty of '20 ilCM i n the structuro,. however w the 01014-i ve power w111 be des Ipoedit0 11ftppproXcfr)ately l il0b ova r a total dynamic head o lb fret; The project pr»ovides for reclNM0tlon Or the ��raste Water IIabII tI6s �f the Crea�ter Oro vi l le arae Coarefore i i°ri ation hea&6rks being provided fni'i6winq the dislnfectidn favi1Ifle The hoad- workr, ares minimal in extent, howaver; very imt)ortant to the overall E performance of the project. The reclaimed flow Is initially of sufficlent quantity to Irrigate opproxiriaLcly 100 acres of permanent pasture, In the fall of the y0ar whoo the very h1bh flows occur in the sv5tem, rice acreage and other crenqes con be supplind with the additional flows. It is anticipated that a Qontrattural agreement will, be cstablished with, two or more of the dounntream property owners to atl I tze the reclaimed untors dirontly from Wyanlotte Crook* The haodworks consist of a metering facility and certoin turnout facilities In the Immediate vicinity of the plant. An additionul special feature Item that is rejoired in the judgement of the governing agencies is a reallqnment and carr ction of the downstream drainage facilities On Wyandotte Creek. It is proposed that the Wyandotte. Creek channel be cleaned and realiqned and the Qdraulic efficiency be increased from the point where WynoOtte Crook crosses the Western Pact fit Rot Pond to a positIrDn approximateiv Z miles to the south, At the terminus of the realignment the crack opens into a wide,low, undefined drolnaqc pattern. From tho tarmious point to the confluence, of Honcut Crook the flooding that occurs historically creates no problem for the very few residents of the area or tho traveling public. RMLIROSP wi ih Disch, a Lq-1 1R_eu I reineh t S J The proposed treater Oroville Regional Seweraqe Facilities are designed to deliver a wail stabilizedi well oxidized, completely disinfected reclaimed water, The recloiried water will be used for an irrigation source to the Immediate vicinity of the treat - malt plant. Special provisionsare being made to accommodate the rather ;;ub5tantlal differential flows that occur throuqhout the existing systems. The existing systems have a peak roll period followed by substantially reduced flows, Because of this unusual differe=ntial in flow facilities are being provided at the regional treatment facility so as to -insure against the. iossl - bility that odors caused by shock -loads and/or accidental over - I oad I ng . The treatment site has been selatted carefully and is well iso- latqd from adjacent built-up areas, ruethtr, On the west and on the east of the selected site is a 100 -foot railroad right of way that pre=cludes any development in the foreseeable future ehcroathing within that dimension. The soils In the area are extremely compact Redding gravelly clay and clay hardpans. Based on the prallmimary qeological reviews, it is concluded that there will be no porco- lotion Into the deep ground water 8quifiers. The dthcharye from the regional favi litie 5 will be in COVOWOMCO with the discharge requirements as set forth in Whibit "ll" attached hereto and made a part haraof by oorl Or reference, 4 - 10 13Y-Pae,s The adopted plan, Alternative "A" consists of provity sanitary sewer facilities, 1ravity WWII facIlAW, modifications to oxistinq treatmant foal litics, together With the construction Of fourseparate sewage, lift stations, Two of the stations are located on the Thermalito interceptor and rich will be of the prefabricated packaged type, Provisions are included for each of the small lift stations on the Thermalito Interceptor for external power supplies, Currently mobile generating units are avaltable to the District and will be supplied in the event of 0 power oulaqe. Storaqc in the wet wells will be Sufficient to accommodate several hours flow while the generating equipment is being placed into %arvice. The major joint use sewage lift station located on the Georgia Pacific Rood is a multiplex unit and has complete self-contained standby power facilities available at the station. The station Is fittod with four independent pumping units that will come on the lino In sequential order. The joint use lift station is the most critical of the facilities contained in the treater Oroville Regional Sewerage Pacilitins, Therefore, 0XWa core to provide adequate protection and standby focilitlei is being provided, The Joint use treatment facility is located in a relatively flat area that from time to time is subject to inundation to a depth of approximately one foot. 5acouse OF the occasional inundation the facilities are being built with a surface elevation of approxi- mately 130 feet above mean sea level. The resultinq differential butwetm flow line outfall grade orad the surface water elevation in plant is approximately It feet, The regional facilities Include multiple tarew-type lift pumps at the Joint trootment facilities. The multiple pumps together with the standby generation capacity at the treatment plant will allure continuod and uninterrupted service for these foci I I ties. The, Operating flax' Iltty of tho proposed construction totally eliminates the port iitty of bympaub of untreated or partially treated sewage Into the recetVihn Waters Of the leather River or Into 9yondotte Creek. Surface waters are excluded from the sanitary 5vwors by ordinance of each of the three porLicipatino OWL i e S . However, a moderate amount of Infil sratlon 15 experienced during porlods of heavy r6infoll in the existing vystcm%. the now system to he constructed In the Thermalito service area will take advantage of current technological advances to toduce the quantity of infiltration In that -system. New construct*on throughout the three district's require proper instollotion arra adequate Infiltration Controls. The North NOW and the City of Oroville are cich independently participating In an infiltration program. and surface WatOr monitoring The results of the program will reduco the amount of unwanted waters In the waste water system substontially, 101pattbility with the Coordiratited P I Authority The Board of Directors of the North Burbank Public Utility District, the Wzy Council of the City of Oroville and the Board of Directors of the Thermalito irrigation District hove joined efforts to Provide a permanent solution to the liquid waste treatment and disposal problem that confronts the com- mun I ty. The three entities are work ng cooperatively to design, rund, construct and operate 0 carefully thought out rocifoisal sewerage facilities plan. Tho North Burbank Public Utility Oibtlict will be the central Opency as designated on the oripinal application for financial assistance. The Greater Oruville Community Greater orovi I le has joined the ol 1 to ranks of the most pro- gressiv,commuotics In the most populocq State in tic Matlon. The community 19 progressive, aggress lve and pos I t IVE In Its ap_ proach to the newfound Ossetso abilities and possibilities that have become apparent since the construction of the Oroville boiij and Rese rvo I r. There is a continuing, po rsuat, I ve and persistent. program to attract new industry to Greater WWI& The program Is suc. cessful as evidenced by four new industries totalling approximately 475 new Job opportunities that word obtained during 1968 and 1569. ;ons 'ler% the tignt MOM Utuatloh the above is 6 notable accomp- lishment; howovey, this is only one segment of the vital community, Greater Orovillo it embarking on a vest mew enterprise to this area and that it the recreation-$oeond home Industry, TO recreation industry is currently the number two industry in the state of C011f0thh. Vithih years the recreation industry will be the loading Income producer within the Oroville area. The Statu of Co I I torn I a j Deportment of PAW and Adcrtat nrecentlycorigumatedtho largest contract the history of the stote. The sub]ect tontract provides for extensive facilities around Lake Oroville that will attract visitors numberinq In the millions each year. The present day outdoorsmen desire and are willing to poy for many good and services not formerly assG&OW with outdoor recreation thereby ptovidirio the economic base for cOmmunity growth and developmrnt. ..16- I All Of th-1 necessary ingredients For substantial community q roveth aro present and the litad I rig Indicators Show that the rate Of economic growth and community dovelonriont have begun to vI se. The cooperative of f Ort of the Morth flu rboni; Put) I is tit I I I ty District, Thermallto Irrigiltion District and tht, City of Orovi le will provide the. basis of coordinated, C011tinuing and directed growth, Previous Studiaa There have been a number of Previous studies that have Contributed co the Greater oroville Regional Sowerago Plan, the. more Sightfi- antof which are: 1962 - City of oroville Sewerage Study for rharmalito and the Cast Study Arco 196$ Preliminary Saweraqo Study of the Garden Ranch Service Aroa for the North Burbank Public Utility District 1967 PreliMillory Regional Interceptor Sewer Deslan Report For the North Burbank Public Utility District 1969 - Report on the Sewerage Study for the City of nrov,11p 1971 - The rmalito Irri90tIOh District Study Report For Sewer Service for Thermalito Tht-re are two regulatory bodies' decrees that have had a, pro- nounced effect on the Regional Plan, particularly as it relates to the areas surrounding the Orovil -1c ReservoIr. The Central Valley Aeglonal Water ouality I Control Board adopted a very strict discharge resolution August 13, 1965. The Butte County Board of Supervisors adopted an ordinance that was somewhat more restrictive than the re-solutloh noreo above, The, ordinance In pr art � art that "110 sezwane or Wal-te water Of Sewage origin shall be discharged to t0a Lake Oroville wator- The adopted Alternative "A" for the i;reater oroville Regional Sawn roge Fac I I it I e.s I, a q, been endorsed by thO 11,09 1 onn I P I a tin i I) c the Butte County Association of plove.rninan t$ i At tfie renular Men L Ing of il , C A. t' . , Ap r I 1 2C, 1970, the PrOPOS(ld Dian was ondorsed unanimously, PleASO See rxhibit 'IF". The, adopted plan (At ternativa "All) has been reviotiod by the Cent ra I V;? I I eY R09 t0ntb I 'later oun I I ty, Control 06rd and Lh,., plan has been I ricortiorate(I I ntO the "I nt(I-ril; '!timer loo I i ty Management Plan" �ror the Sacramento River Basin. J J o i. n -t— 0 P e-ra t'Jn,.,n, _!1qy The thret anencies Vove not executed a joint powers aqreement of this time, howev,r, the agenciek have progresned to a near final draft that is attached here Lo an FxhiSiL "I" and made a part hereon by thin reforence. F n v I r o n in e n t a I As , e s % ni, n t F n v I ro nric n ta I Impact Tho project provide, for the enhancement of the ecoloolcal systems in the immed5te area an well as the groes OrOo being served by the subject faciliti-s. Man, too, hab a placo in the total ecological balance and the subject project reaffi-ms that the presence of man nted not be detrimental to other lire systems when properly concei vcd , planned and executed with dues (,ogn! zente for thQ total environmental impact and interrelations of the subject project. Population centers, resource base, land utili4ation and other public services will not be substantially altered by virtue of the subject project. the subject project is conceived anti designed to supplement the extstinq Population centers toquther with the resource basev and land utilizotion as contained in the overall County neneril olan and to provide service for high growth .irons within the greatc r Orovi I le Reqion. The asuatIc environ- ment is the primary beicriclary or this expended arfori with a scuundary berinficinry Vinq the agritultural enyllhCOMOht of those areas race I yinq and uti loin! the reclaimod waters derived from the subject project. Adver%a Environmental Ofects There will be no tariqlblo adverse effects resulting from the sub- ject project, There is a certain degree of VosorYation axnressed by the Few property owners along Cox Lane a di, tarice or ,:approxi- mately 1/2 mWe south of the proposed treatment rachitiol. The unfounded concern Icing expressed are two ovinory objectjon5. 1. There Is concern by the property goners that odor probltriw will be cutrimental to their rinhtlul rrivileop to use and enjoy thnir proparty, 2. There la some Wounded concern Uv the OwneUbh Q al Ong Cox Lone that the dOnlootte wells will becomo contaminated by a subterranean movQnierit of,polluted waters, 40100401 fOrMOKOnS In the area Indicate that this will not be he �oko. The Pro- posed project prnvid.L''s in oddition to the nzmol assets cat 0 WOStO WOtOr SyStCn, 0 how SUOpleoontol irrkiti), "oter supply source. T"n nro'oct will Ku directly Neneidol to thr ionediate onvirommortol OrOO orijavent to Lhv ronlamo-iori , MTHOS Ohd ':vandotte, WIN AIta.rnatIves to t!io �vIvetvd PIan of Action Four alternative cotirricv or action riere carefully studlad before selecting the des irot) plan. The, alternative jitudies took due and proper ccogoizance of the full spectrum of r,elecLion v,arfabics including taut rot 11mited to. Economic cron,,iderations, near and lona-term land use, currant and proj=cted area lire systems includ,JJq the ,;aImon spawning arao,,, the beneficial use of by pro- d uc t s ro,ducts detrIvities, tho regional benefit, utili7i►tjon and total ,lrer,i onhancement The al tornativv,, v., tudied ,and the rig;rivat iorr of the selected aItornot,ive I <_ c,zotttcrifit, d lie re;in taLovc Leong Term Pre,rlurtivit.y Sui,ject project will yield peo,sitivc environmertil benefits for thr IOng-term producLivi ter of tit zarea. The, t, ,t,ject project pro- vides the r.ecer,saly foci l i ties to uar~•cammradate rrczople l ivinct close togethc r and the nrroblr,rls ,ot,50LI'atd ari Ll the I i re process that are derived therefrom. In addition tr, providing these furtdamen taI service,, t. lie ortoposed I.a`ro,Iect l rovides for h. reclaimed water source to be used it) a grater deficient atoa adjacent to t��ww req irnaI treatnrcnt facilities: Tha migratory otcrfowl loll] also be a direct beneficiary of the suhje}ct preojvct as triII tile: upland gamro birds that wii l 1 fr: rluent the habi tat dove I,,pcd thrcouerh the use (;F tho 1 rrirtatvd orcns rade possibIc: by tire- project, Irreversible Comnlititiicnts col" Resour,:r~s Tile adopted project takes due and 0rope r coclnl.!ance of tile: total near-tc; -m and lcnnr term ut i l i zat icon of the natural resources affe(ted, con%urieand duvta)opcsd by the prCect. ThQ construction area 15 confined to the= dreJrler tallinn arc,rs, the intr�r�ttite rai I road areas tociether with )ow-lyihU marcoin�ol agricultural ground. The borip.f-ficial uti I izotiron tof thr r�o0 ainiod +,,iters derived from the project are significantly greater" than the mi r,irral cors- stimptI on of tit(natural re! -,,purees of the aroa affected by the selected p ' a n of i,. ctieon, Local Object irons to the Project As noted vorl jar in thin report, thyro have heir, two pr'nrrry object.ironw rtals(,d by the toffocted Individu, 1, Kerr Cusr Cane, apprroxir5,itely 112 ,-,i to south ofr the treatnrt-nt `aci I I ty, Thare have been four tcownl� o l i tvpv wt c t i nets w i t h the t orntnun i t\ of Palermo in attvnd.ancer over the period of t,e+ I.r5t three ycors, Addition,oi ly, there-haavo 1>ren nur'orou,, inert,. ]tit 'r+ contocts whit the nfft,u"t vd ii,divi,Iu,7Is Hat all of the'. t4 rlt, roIs'td tea date have been ct)m;)jt�t(-,jy rVS . () I v 0 d t C) the "ati"faction of tlic, individual [)(irsons ral�inn tile 0(lestiorl. 7hork, will l 'Irl additional Public l"Otil-19 COOductvd by tile of Cout)LY Poard S u P (-, r v i scars rs ma Y 9 7 1 61 t i5 L tic a(]()P t ed and doc I n rod P011cy or the aqencles i,,onductin( Q this p roj ac t t he L 11 VV t'y pos s I b I e effort w 1 1 1 bo, VXpended tca 5, rj t i 5 f t h v q u c �, t i Comments raised by t lit! 0 r f %y r t a d i n d i V i d Ll 41 1 s r. 0 13 It , ! Plw,p. w_ �e.rr '� ♦ ; Y r+ a ",Y I , w � 1, fi . r �: w i. Y �11jY��)�1ry�' p/+ Y r; ! Y i ' IT 4;- Y "Y"4 I Y �i �t+„ w.t Y 1 + Y •. l M� 4IiY1 V... `ry « V �� /» /''.t•V '�gi s i`i`�w:r wiY � x � {lr�/+ 1�r � '• '� a.. ♦ vrt,a �'. � p�Y `'Qta ,>. f `,. i xw ...Y; a �♦ , . w+ ♦ +S©ViW� YI'y�� t�,/.�r..ti AVC ta`r `r�etcsYw. e.,«ry ff (( L • � ♦w Y Fr AV W'rr� � I .:J 1 Jr'.:�"•it'+'ziFRr! ' ,FY Yf Y! c (r 4 Y! 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N�+\Ir •i Yl.i IYYi J V C!. w r i4I ♦IiP layl cYw i1 Ia»f RYYY YY aYt4 Y ♦1 e.1Y 4Yw YY YY Yt 4YY ' W 'Y ;Irk rta rYaY 7/ �•� ♦r sw •xNewN YaN yr! aN. i i Y I4Y Y% wYi tiYN —1 1 i' IYx• A, / 1 t !Y r wYl YYYY Y./ Y ' i Y I Y 4 Y i I Y x y Y N Y Y 1 1 � '• Y' � � ' a Y' I♦ 1 Q N /1 N MY 4YYiYiw - xlr15 +11, Nh ii w. Y.Y i./i iii '! /• NwiiY Ywii YY � Y i iii""" �' a. a i 11"x" �iHCy.J.GYL-c. -YYr» we •. ar,. j 4 � « C(y}' .�/-�)'Ka.N�»•�,a�w'[�♦.].w+��.4yy `/�1 (/�, � Y��»r� �[.�Y O V t —ASSO IAT W V A / f'y1 ENGINEERING CONSULTANTS to ACCOMPANY APPLICATION POR I -AND U5p, MAMIT IN EAG, OROVILLC CALIFORNIA 17" � 2.01 T. 18 W., RA E4 , , M. COY M., bUITE COUNTY I CAI.NI r. 70.-4.9 15 wiz 71 � s. � t '',� a � I, r +. ' \ ,' ° r` �� } R�jl � t� �� � � � �� • � � f }: 'r� i tf�. `/y� .. � 'R� r( •, rr II ! 4�a � ,��' � . r . r i �� 'ri @ �� 4? t I 'i ' ] '/," • i t ! r l zr ) � �1 1 ��J' �t7' t i f r!l y r !` e AMMA ettio Ir &REWTER L E Ny , , 1 yl iRi 1 a„ � i � 1-��V ••', t ��) � r ' A'; � t � 10 a 11 r,14 G I N F 5 R 1114 G CONSULTANTS 0 0 0)00 OVI" DAM M 0 RU%Tr D:!'-V6501Z II t , I tAtIfORNIA PHOM v) k al t5jj,-04117 Paul bonderson , Chief 01 vi sIon or Winer Ou'll I ty control ROOM 643, Rc-;o'jrG0"i I'lul It"I"a 11116 Writh strt�ot ralifornin 959111 Attention! Jim Cornelius Jona I , 11,171 Re Greater Orov i I I o Roq 1 011,01 Sewerage. favi 11 : les qentlernen: In :accordance with our d i s cuss I on-, in your of f I cO lest Monday we are herew! th submi tt I nP the supplement to t 1w P recert I f 1, cA- tton Report for the Greater OrOville R01lonal sewernge Fact 1l- tics. l- tIe.V.. Our Supplemental findinps confirm and expand the data submitted earl 101- as foal 1(,145: East VS, West Outfall Thd East Outfall as 01-111nally proposed will bo S24,750 less costly each year for the 3^ year bond life z.jheji cornared to the �jest Outfall. On a Capitalized basis tfthe rast n Outfaon ll Is to 010 $38O,4f)o less costly than the West Iadditi economics the -re are also strong environmental, aesthetic and spin-off developmInt factor$ tilat Indicnte the East' Outf"lii is the desired Alignii,ent, sit(.,- VII vsSite V Site VII as oriploMally proposed will provide scrvIC0 for tile tle 30 entire region at 5156,700 less cost Per year over on 0 captyonr life of the bonds when Compared to Site V. iilized basis Site VII will be tqop,500 less costly than Site V- im addition to the economics there are several rattors, that tire nit favorable obout Site V which Include: I �, ') A, Site v is approxim=ately n1jo northv,,OqtelY t from the community of Palermo. The prevollinq wind Is from the a potv problem exists usimin northwest 011cl, therefore, ntj�0 Si to If. IMA Paul nondorr,nn n Jura I , IP71 0. The travel radluA Of wast anatb or other small flyincl insects Is anproximately 1/2 Mile, Lhereforp, an fall dayjts and some summer n1phis a potential problem exists using site V. C. Site V is also Incated at the north end and at the upper elevations OF Industrial complex "C". Therefore, when complex "C" Is further developed (thvrp are four Industries in the complex now) the COMMUhity Waste treat- mont facilities would be locatod in the center of the Industrial complex and at a Higher elevation, !Ito v is a poor splection for this reason. D. 3ite V requires hinh lift purpino of all waste. The We8dworks, as described in the PInq& Roporq are located at an elevation of anproximately 200 toot ohovo soo Inval, Although not brouqht out in that report, it is less costly to pump Palermo's waste and the "N" line of worth Burbank than to COIIStrutt two troatmont 001ities, Cao upper one and a lower one, as suggested in the report, V, Site V is located on Wyman Loon and is underlain at the lower levels with sand and graval stratut. SubtorOhean 9VOUhd water movement can be CXpeLudd at Site V. Additionally, 9r, iter recharqe can be expected which normally Is on a However, in this 3ptolfic lonation any recharge of L * grourd water K tht winter months will cause 0 it problems in thy* Palermo community Oere occasionally tv cound water surfacts and throughout the community ground water is typically vary high, r- Site V t`00raStntS an itit*hgiblo ertnomtc loss to the Water Oroville Area, The uta llZatiOh Of 566 acres of Industrial land for waste treatment nurposet will elMnote one N the economic opoortunitles that the community row ahjOys . G. One of the bQBest _Ir;tanqibIe d5advontonos to Site V is that it dralMS into %man Ravine:. Wyman Ravine floods annually with subs tbnt I A I loss of p ri vote property, 0 u r I h 0 the course of public meetings hold on this matter in 1951- 1970 the; - -nae rty owne rs a I on, the Rav I no modo known t h o- I r vary stro—feelinos; on tho proposal of dischor,lo to Wymon Ray I in, Additionally, how discharge requirembnts would have to fecogolls that `*he crook Is a poor receiver of treated was Les. The q rad I an t is 000 r and thee- Ore M UileroUS StI16 I I 5 13 11 4 June I , 197 1 ponds choked with toln, l I lies and Other aquatic growth. Mosqui :to and other vector control would tmso o rinjor problem along the creek i f used to convoy th(�, treated waste to a point of utilization, Floccling at Site Vi P ro tact ing the treatment foci I I tIl (-$ from f loodinri wac, cons I dvred at the inception of the project and r,11 of tho co,it e,citlmatos reflect these consideratlohs, Of q q u a I il"pol'toor-C, is the pro- tectton of dawmstroam property freer n d d I tionol otter problems broticht about by virtue or the troatmont foci I Itles, This cyan- ditiol, was also recognized of the Inception ontl tho cost etl- mates reflect these considerations. At; a prartical iiiatteri bo -.h conside-rotions are oc,ompl ir'lled simultaneously by raising the helqht of the levev" to pro,,,ide storage within and to prevent flooding from without. N-nte that the stor�qo within is reoulred at both Site J nrid Site Wil, however, flooding froin wIthout applies only ko r)jte VI 1. The preliminary design calls for approximately j A.r. of available storage which will provide total storaqe of V10ter I'low's daring the early years of the project, At t 1) 6 design fIow -0--re will be adequ.-ite storage to tote411y retain approximately 2-)/'2 months of the winter flow which provides rjrvat onerating 4' 1 ext b, I I i ty . J,iato- also that the prelinimary desiph cAlls for recirculation to the oe rat i on cells to p rave n t p rob i COS in t tIV pOhds at the deep c6hditi0h. Pleaso, see the attached narrative o,i rlon,l considerations. rloQdlmq of private Oronorty will not be affected by virtue of twine' 1) roposed cons t rust 1 on . The p ropo s o d fact I t t i L, s v) 1 11 not bo inundated by flood flows of I in 10() or lasser return frequency. The soi I strat, "It the 40tmet)t t,.? slant Sito VII k, such thit , the rd w I I I be r,,_, liazo rd to I oca I wt, I I s w I th I n tho non e r a I area 0 (. S Permiss ibie Caoaci ty tPeo . �l III, (a) 6 b) There are, three elements that exceed the Permis5lhld C�68city for grant ),tttlLjoation as set forth in the Aomulltiohs qection 2'144 (a) chi (h). 1, 0 u t f a I I t; itw a r Station 23 P,Dnp tb"5t0tten 105.0, 0em c a poc I ty 21. 13) M'riom p(, rm, I ss I b I o capacity 2,Z 14riP. 0 Paul Bonderson -4- June 1, 1971 2. Outfarfi sewer Station 100,+0n to thr treatment -1ant " influent pumps. Design capacity 23. h' til'rb permrssy� le capael ty 22.7 MCil, 1 3. The basic structure of the influent pumps is dasltlned to hendl e 73.8 MCID and the permissible rapacity Is 22.7 11N), However, 1 personally feel that this overslzinq f -rills within. the "appropriately designed headworks" and should be elloible. , Please refer to the attached design flaw narrotive. Should you have any questions please call. We appreciate your help and consideration in this matter of such Importance to our community. Very truly yours, COP ASSnC l ATE 4e an J Co Civil En neer DJC: bb Atteeh, y� ti t i 0 . �+Ct�,,4r,.p° • 4-1 u . AYE'$ :" W w "e 9' M e C;REAt R OROV I LLE P.n i (1NAt. 5I wrPAU FAC1 L IT I FS DrSI(M rLnWS The rmalito Irf erceejto,r Present population and tt)eoretical flew 5,(100 popple =* 0450 MGUA-.k ! Reg uIat: -,,n • 144 (Project C�ipacl ty) b 11*1► is equal to 0.5 iOD Therefor ant Participation is limited to 0,5 x D 1. MGD Are rage Dni I P1oar Peal{ Des i gr► wapFac'i ty - 3.4 x 1.5 - 4.5 MGD (Peak) The Pracertificat on fepc states the design ca .pity to be 4.0 FiGD peak, 1.33 MGu aver .�ga�i. Therefore, the state rind federal part'icipatian wiil bo. i^asa:d on full r..osc amounts. JoInt Use P92In9 Fac i Iities The j of n o4o pump i ng fac, i l i t i es rete i ve the romb' iced f l ows f roar than Thermal Ito are-, the City and the flow fir, er:5sed' through the fivrth Durbank Public Utility District plant. Therefore, f;Octhror ►►x" is equal to the sum of the flows. Existing Flows Average pay Maximum Period r r Thermtalaa 0.50 MOO, city of Qrovll a:, 3.60 MGb Q.30 MC0 Total 4.40 MGA The design 0.1osidete0ons of the ,joint use numpin,► ciii{'ies are more d i reet l assocl a, rad With tnterceptCie foc i l i t r tx than a re.�+t- ►. menu plants, ;.herefot , wo are applying re4ul,tior 2o44ib� k Grant pard capacity pertiissible capacity is t n limited t 4.40 x 3,0 - 13MCD (Average Oai I i`low) The peaking eon'ditlonsAt 'this station are substantially different than mast pumping sti roti R15 due to the 20 1)1ur day ratertlon it the N.B.P,U.D, p crit airy the 4 to 5 hours r,:;Lantion of peak flow, within tine city plant. -1,- a a Exiditin5 Peak Flows at joint use Pumpint, ro(,i i I tips The rma I it o 1 5 ') MGD, City of Oroville 1,,110 H , D N. i. P U. D. 1. .10 M G D TO to 1 7.20 t4nn *Volue to servo existing structures and populatioI14 Permisi%ible peck design n zapoci ty sh a I I,, therefore, eqL1 a I: 7x20 X 3*0 - 21.6 MOD The Precertlfiz;ation Report states, that the Joint use pumping f a C I I tles arp designed for 20.0 Ms',) peak flow coo(.1i tions and 12.0 MOD motive power design. The stated degton capacity is less than the Regulation 2144(b) nermissible value. Therefore-, the state and federal grant partitipatlon will be based On the fuel cost amounts. Force. Main The force main design Is compatIble with the PUMPihg Station, therefore the design qualification shall be on the same basis. because of the relationship of ofF-50aSOh loll flows and on-soason hloh flows, parallel 18" diameter fOrCC MOIhs have been selected. Only one line of the planned two will be installed of this time, h6wbvor, the second line should be constructed sometime, after 1985. Out fa -I 1 Sewer The outfall sewer falls wlthln the scope of ReaUlOtloh 71h4(b) and to this particular case, as described above, the permissible grOwt'h value It 3.0. ' The 0XIStIMg and/or existing theoretical flow at the discharge or the forte M01h is 4A0 MOD average d6ily flow and pock flow value Is approximately 7.2 MqD. The max1mum permissible capacity is, therefore, 211.6 MOb which is some 3.6 MOD more than the design value of the 30" dismoter outfall sewer at this lociltion. The "Nit''Ithe Is o matchod desjqn.tothe, Interceptor Installed WPC -CAL -388 and Iso the rdfore, considored 61191ble for ftAll Pdtticlpatlon. The design flow of 5.0 m,o is 0ppr()xirj,-jtely 2,(, times the 'existing development th-o-orttic,11 flolis, The outfall sewer below the "N]" IlMC rrO'M Stati0l) "J 54- "' 1000 to "J" 328+00 i's de!,106ed to nond L, 23.5 11OD pank flout cspacjty, lvk�rvrvmi WiTAN I NO I WWMVE . 4 Tabu I at 1 on of Ex i S t In 0 DOvk' I ()P"en t r I The ring I i to rI,5() 110 Vr NI,B.p4tj.n. (Plant) .3n MOD t4. S. P.U. D Line) 2450 MGD* City of 0�ovl le (Plant) 3.60 Rn 0.60 MOD* City Of Orovil le Total 7,50 MG 0 The permissiblo state and federal grant PCIrticIP000n as s0t forth by Regulotlon 2144(b) limits �jrowth factor 110 to 2.00 for flow in excess of 6.0 MCD at Is the, case for the outfall S 0110e r I The maximum permissible participation Is 7.50 x 2.0 15.0 mGD and the overage daily design Capacity Is 15.7 flGbo The permissible peak flow Capacity Of the outfall sewer Is 11.3 14GD* x 2.o o 22.6 MGD. The proposed design efloxceeds the pormisgibla capacity both on the average daily w and the pock flow Vblues, -Z3 - b .!!— UL) . I c)39 ISSIb peemle G3PaCl-(*Y 22,6, tjGD The design oapOlItY is approximately 4"1"1 above the permissible thee0fort the Intremontal cOs-t VASOciated with the ovdrslzing will not b capacity I #'e eligible for grant participatI01). The oUtf,01V baIbW 0j" 105+ 1 00 will serve approximately 250 add( - 00061, exittlog Stetictures andp therefore* the permissible cbpodlty will be Inoreased by appri:)XImatolY 7aI0 MGD, Howeve r 0 good engineering judgdmdflt calls for a do"'gh capacity of 23.8 MGD. Thd amount Of Inbitgibic CIPPat:1ty 15 thereby IhCrOoSed to 52 Of the deslgO dAPACItY 1h Olt final reach oftho outfall. Influent The jhf ltjoht ptjjltploo fdcl i i ties ltbhtlSt Of low head (181 pu,Mps that are retpooz1vt to the fluctuations in fl -OW d0htOlned in the outfall tewdr. The far.111tY will be of MUltl-Stage deslr�lri. The facility Proplosod heroin ha!, a motive design capacity of 12,0 MMD. The tta to and federal grant participation is limited as noted oboVe to 15.0 MOD average drily flow and to 22.7 MGIC pe-ak trate of flow. the total cost of the 11ifOucht Pumping fa�c*ll Itiet' iso therefore, eligible for full participation In the state anti federal grants tinder tho Clean 14.0ter Bond Act and Pl. 84-660 as revisetl with the 0 -chamber, .xc6pt I oil of the 2* . 8 MGG receiving v 1 mq jossIble 3 r ReiffionaI Teentmont rac'1 tion The Prtc(,rtlficat ion Roporto-serIlies the regionaI treatment faci 1I tie, a, having a design capaci ty of �,. )o !irj). The maximum permissihle: capacity I n accordance faith Section 2.144(n) of the Regulations le, 15.0 MrD. Therefore, the total cost of the reriionaI treatment facilities is eligible rear 4,tate and fr.cler.11 grant participation, Tribulation of �llatble participation Oreoter Orovi I le Regional Sewerage rac;l i i tits Des i(In he�rill IssibIa Ove rsi:?v l e ae it ) `'l- I-..t l/ C a p ,) C. _i t y fi <l 7 r"1 C 1�»t Y. Thermal Ito Interceptor 4.t1 IIGD 4.", HQ None Meter ''A" to Meter "C" 14.r MrD 17.1 itG0 i1e11e Joint Use PUMping raci 1 i'ties 12.0 MCD 21,6 MGD 4orne (20.0 MGD Wet Wail F, pipinrt), Force Main & Transition Structure 10 + 10 MGD 21.(. MGD None 0utfa 1 l , F.M. to "1" 238+00 18.0 MCD 2 i . f', MGD None N) Line to "J" 38+00 > • 0 tt0D 5.8 tit1D 11o11e 0u t f a l l J�� 238+00 t'o "J'' 105+00 23. 5 MG 22. G MGD 0.90 Mr, D Outfall "ill 105+00 to Plant 23.8 MOD 22.7 MGD 1.10 MCD influent Pumping Favi l ities' 12.0 MGD 22,7 MCI) ?lane Regional Treatment Facilities 00.5 mon 15.0 MCD None Modificatinh5 to City Plant 6.0 MCD 10.8 MOD None I I � 9111M A RY Or FLO() D I fiti cow�, I nrRAT If) I I I; Tile proposed treatment foci I ities wl I 1 1;e b u I I t i n .,i re I a t I ve low, sloping area north or fox Lonn. The gencrol area is sub- e ct to pe r 1 od 1 c f I ood I no co us ed p r i ma r i Iv by r L111. I r I C t I on such as too smiall structurv,, and load love I I n q - The okqn(,,r of Site VII, the selected s I tn, Stat(", Lhot durl rin his 10 yoors of ownership the plant 51 to has novor floodod . The Western Pacific Railroad road forernan "llso stoted thilL their tracks have never been topped at the pranosed tl'tlatiiient si to The proposed treatment facili t 1 os are to be con:,,tructed within t h e 5yandotte Creel( drainage area, north of 01v creol, , east of the 'Western Pacific R a t I roti d. a n (I west of tho Southern rn r I f i c Ra I I road. The s i to s I open to the south f rorl an e I ova t I on of 1211 feet to the lowest clevat ton of 115 feet allow, sea Irvol The majority of the plant site is at an approx1riate elevation of 120 fact. Thee levees forming the stabilization lagoon wi I I be constructed from excavation from within the pond area. Thar top levee eleva- tion will i;lopa to the south as does the haturol ground, The northern levee elevation %dil be approximately 135 fact, Tile 1110JI 0 r I ter 0 r L 11U I evea w I I I be Lupped out at an elevol. I on of 130 - 112 f c 0. t - Th- above noted OIOVatiohs are the result of desired pond storage capacity rather than flood flow p rotact i on Mom 1 mum f I ood stage at the southwost corner of the treatment plant It's at elevation 122, Substantial local and widespread flooding does occur In the Wyandotte Creck and In the. Wyman Ravine arctas- 'Areal: care and design consideration are being given so thot the subject project will not Contribute to tho (,xTstlhg Conditions. Of prit-ary con - C& rh is tine I or.0 I flooding along Cox Laho both cast and west of the Western Pacific Railroad. The area east of the railroad rand north of Cox Lane is tho old crack channel and is 1:h0rCby 0 10W 8roa only slightly above- the MOVI dX1St1hQ crock bottom. Tile problem condition is compounded by 1,110 SOML-WhOt rC1trILtIve bridle Opening Of the toi I road . 1.1 t n i ma I hood loss t h roun.h tile b I- i d90 provides suffient head for icthe crock water to ocopc the poorly defthed bahkes and flow south to Cox Lano, There is ahothe r area of I ocal f I ood I nq located wot;t of t° c rin I I road The corit r I bu t 1 ng cause would seem to ho one roaciiimen L q on the channel created by land lovaling, rood construction and an almost Complete latt. Of proper 11161htdhahtt. Amore significant andw1despread flooding c0lidition exiet,, down- stream. The necessary cure for %qhlch will be mora complex, Involving the Corps of Crigineers and the State 0eprirtment of Water Resources. The local condition and the widesprood flooding each have pronounced Impact on the design of the Qreoter Trevi lle Regional Sewerage racilities. The two local problem conditions are directly related to the maximum rate of run-offr f om Wyandotte Creek. 'rhe tributary area o,' the watershed Is some .9590 acres producing a maxilijum 10 year storm flow rate of 1920 efs. A 100 year storm will produce 3970 cfs, at the bridge on the Western Pacific Railroad. The peak flow Occurs some 4 hours after tho peak rainfall intensity. The subject project would not contribute to the problem if; I. The channel were not additionally rettricto.d. 2, DIscharq ,a did, not occur during the flooding period. 3. The proposed construct filth not divert water south of the existing creek. None of the, above wi I I take p I ace as a restj r0rosed facillitias. However, remedl a I work is p ropo!;ed to 11 o a and regende t h a chan r-�i I In t h 6 vi c I m I ty of t r o r a I I i; oa r io and the Cox Lama bridga, The proposed work will be remedial and riot' a cure-all for an existing 'poor condition. — A much more sirnlflcarit problem exists downstream to which the pr,oposdd regional facilities Must not contribute. During the winter of 1568-65 some 2,000 acres Were flooded, During the winder of 1964-6$ some 3,500 acres were flooded. During tho wlmd6t of 1962-65 some 8,000 acrit were flooded. During the winter Of 19-55 some 3000 act -es woro flooded, n 11 Flood of Record Return Period 1955 In Near 1962 50 year 1964 25 year 1969 r) y o a r The roturn periods ore for Wymai) Ravine and aro not nect--ssarily related to th-. Feather River or other largo watarflied. The solution proposed Is to construct a levee along the north bank of floncut Creek and a major pumping facility at Wyandotto- Wyman Ravine, Howevero the existing problem is Compotmded by high releases from Oroville Dam. The releases c�iuso a signifi- cant backwatcr condition in both of the creeks. rxtended perlod!a of high rainfall can create the flooding condition or the con- dition can occur following relative light rainfal's coupled with high releases for Oroville Dam, To affect a solution tilts long standing problem is beyond the scope of this project or the agencies Involved. The existing problem and the Greater Oroville Regional Sewerage Facilities are compatible if, and only if, no discharge is allowed during times of Inundation. ('oms 850 acre feet of storage capacity is proposed In the stabl'.Iza- tIon lagoons so that 2-1/2 months total design flow (9,5 tiro) can he stored for release whar the absence of flooding conditions permit. The oporat , Ong flexibtlity afforded by the above will allow the proposed work to be compl6tely compatible with the existing coh- dItions, a good neighbur, In every respect. k Gast E;tiMOto Sita V 1« $Ito U r"x Construction Cost per Ringel ;11t U. Contingencios 7a,CCtQ C. Legal, Admiisistr7tionr f%ngineering 124,r�an p, Site Purchase at Comparable Value Site VI i 5 0 0 o Recirculation Fwcilitles (Flood storage t i mei - ,... 15fi Total ;i,fh,pti' 2 1xte^shin OF Joint,. Use i;orc:;e.fiaCn 2700 L. F. 18" diameter farce Main at $20 plus 25% Conttnge;tic#es, 5nglneering, etc. 67,500 3; L1nct'4LLExtenslp;n. 6 @um.i.rl9 F�Ci1�,ties, Cxtott lon (see Cast V5, Ilest) On,l'00 B. Pumping Faci l i ties at Kur,,elgoad 1. 'Package t toe plant (5.0' MO) 1 10 1)00 x. Standby Power I0,040 3. W. Pi Main Line Crossing 10,`�00 4. 3000 L.F, l�" l iametor F:t� ' rM ''I 4,,m) Transl tion Structure:: 300 C. Contingencles 2o,OOt1 , D. Lo:gal, Administration' 6 tng,'inet:.i«inr .: 000 Total $ 3`30 C?h,11 �+. 'Aal�emo, Pumping t`aci l i,.tiaa A. Package Pump ing Un l t ltS,ODt? C. Standby 'pow or 20) 00 C. )5,000 LSI". gar. UiaMt~ter at 'S1 1 0,000 D , 4 Fac'h Road C -oss i ng 6 000:0 =. E W, P 1 tOn L1ne Crer;sintt 10,0nb F, Transition ttructurd 31000 G. Cont 1 hoctici,es2 ao 11. Legal, Admin ttratitan I Fn9ineeririg 4k�n C Totala 3,►t,U�7 Total PI rst East Site U 6 Related $2, 370IS)nn Present Worth of n t; ,4 l ,?:2 ,r1 )h ...Total t3,i1'�y�t` 1�;+«� r �tr�:�'e�t��as�+tar�u�n.-msamm��,ei�mea�.nnmrma�wJnvrdrosw.c..irr���e.d..r�.�ia�er��m:�i Annual Cast 0 F, m Total r,233,500 Cost EstImate Site: VII.� 1. s,i te V I I as per_ Al2p, I I cat I on 1 vArIn 2. outfall from. Force Main. to: Plaht A. 6LLral I to Kusdi Road (soc fast Vs. wdtt) 1 B7 100 g outfal"i Kut6l. Road to Plant 1 17000 L,.rv,/ 481) RP2-K,P- 0 $30 511),010 2. 4 Road CrQsslrv�s 3. Creek Crassings 000 SpUr. Crossing 3 noo 5. Contingencies 72tOOO 6. Lejalt kdminis,tration 6 Envincel'109 111,goq Total 900,000 Total p1rot Cost <Site VII t Related 1►718000 C,6pitial lied 0 9 M at $6'1 to o 000 Total 42,(�l'h,0nn Annual Cott 1 1 12 000 0 6 4 Total 1 7r Ow :.` --:— .. �a�+prxxl��llRgllll�lill♦_ - u �,t��dt +[3 I�,t�tt t,� Y11 ,,. ;y• , +�;3,• A 4 ,Ir'r.tft•t� 11;, f '➢� t�, C'i; :f�a, l.f,l,. 1t ,.,t.t,; ISI%� • r�rE.6E.:fi1': �4aifi1tpIiIII t,I 4 l tYnt �.� x,1 t; ;-' �" , fil 'lf°'' C � •� � � k t, s•,t, uutfie1.l Grb"98 batoi,n,gd, ti ..i E. Annual Bost tasie, Construction Amotti;`s ,:ioh ki `t „�7 �sintenanca lt�cf�in�n � Bart Chemicals ri Powe Total Annual Cost: Tho annum. staving �jfi,octad by utjjiw it Lit M r nB r rt•,T TMAT , 1nl811111.0 ' A11t) '111 fit' PA 1, C CMill � 1 . ' 11 ti mill u u n t ty L., faLi l�1 0;0 Dralrl to Junction 01 City Plerl I 13. .int t,tf� t,.. r :: _.'A 16 d i oliir''t;rr V . F . P,r°"r' 2 5.. nO. i C:vi,r, ani bo ,�,rou .,.r. r",-vl di,imn°-teas 1l.t`;Cr.!' 30.nh (tya•,Yat;rrlr-C wra�twr !,I�non c. Matva:jwisg F".11.1 UtJi, nt'; ,cClC]' do C ontJ,'rlgstm.. J,r-i J Vie, i Cll. n I-Og al trimin.tot;ro-H,vr• find rnginverinel 6 n n 5 1 wt, 1.1 a 9C , ntiCi ?. r+lettar IY�YY tca 1011 a�i��lnFi a, 5rime rn8t fl,a the Outfall G7C10 w 11 J11 .�32,+Qn to Thormali+.ta Jun ct ion 32n t,.*C'- 391Y diomatex R,C:.P. P, 3500 46;`r'0 b. Cont i nY en a ee Ei ; o0o Administrative end [,`ngirtveriri,g r3;00n EtA 2nh 4 Junction ,t:l Jginh f.l1':Lrt lilt.1t i crl (M�aa°�<.tri,)w7.r: f3r����1�t•t f�n,acf? ra ► 1 r"Clt'r'1 '1 , F . f 8ll dinme, tt-r R , C # - , C.? Cit - M (01- and wn t erg � ;ltt`l , bon b671C7i Y . ' 4611claamlat�*. t�.C;, ", f' 711,00(51�c tjt jj LJL ontt dt.-mit.or) 3? ,O c, Drill T"rock Craesinq' (in ye'r,a) r"r�lt.1,1 d Road Crow3i ng L;0 o. Relar it s Lr,q Pvrl S,00 (`. grata rlrlr n Lf - n, 51'7b Ono q Legdl) . Adfn�.hic,trut ive` grad F'ng1rluwiing t1� ;'9rjQ 5111 Tait r11. if] Or' 5, Jami; I.1SO t.J ft t i aCln e Sheet Piling nrlct In C1nn b. �i;x uw t�aawry �see�,'1't; 0n n rm d ";tnt'tir,' F17.r1� F? a 31301 3 Pumps rnnri ratotraaye 421n0Ct F: CleatriC4al. rarld 9tU'nd,-ta-r F1ova 2q, t q, 0 '1 g , Chi rarJ r1�s �; l gGliF�rnnn ; 1"i ti n(I k Fyji�p. i, C :r 14 Joie..Unri ( iff. 4t�cjj.Lon (continued) h, Aar atlion C..rjui rttrtowk 7-C1tDFd i Comminution !' or"iI i !`1,Ca ,orin j 5upor 11 it-rUC:'t LMR. iMd r1 .%[t 1TXl('rovomen 1l.n 'j" r iMO ' i ont',i1` gong Cee .t 510r! I Lec of : Adm;ini.ra�t rotr;i�ve end E , r ,� g:�ne�ea^:cn,i M Rights of Wad '11011 (111 To 1'. .1, .'4,.i,, 30r) ti 6. Jtoint. 'U11e Force Main a, 1,0C10 L1.13diomet�er A_,'. 01 2C) 0(3 ,!311 ri k b tJpux Tract -Cro nirrg' c 11bsd CroE,SiMq 1 1) d. Ca r.;% a1 F�t-H-nqs, unl.ver, and Transition -VI-M-A-Ur.r� 1.',�r t} o. r.ontingericieu f Logsl; Adml.nintrnt iv'e and rnoinoering � ofIn r. g. Aidlit s of Way . r0!) l iub ren I: 7. Joint Una Outfall to Kusol Road I e, 2600 Li . 3,0" diameter R.P.M.'P. 30,00 7i1,r7nn t b. WiP. Moin Linea Crossing 13 on d, tant ingr�- cic-, 9,onn , e. Legal, Admini;it•,rot.ivn and Enol r ret ing 15, C)Ui7 f, Right of his 2 1`1011 club Totel 1 lEi, 500 3. "Nil Line RC1 Outrpe11 i 1 e V)j4 0 L,F. 11811 disrrrotor. R4P.M.r, 20,00 1'°ifs jlo b. 3 nosh Poad, "*xo;sgi Mu 4 sn(7 d, Legnl. Admi.niit:rative and 35 ritir 06 Right of Way .i ';tit! ub Toto1 2 r "11% P �. JIMMAPY Or WEST OUTFALL r.01 T f !i C1 1i AM_ T C7lJ"F 1. i r ra T. 1. Thormalit a ltttoTr,rpfor r N,13.F',U.,D, Out;foil to tlJI1 332+00 3 . It I 332+00 to Junction dry ► 130 C. Junctio, ot, Jbi,rt Uoe Fumy 63V 00 5# Joint U.so .Pumgv r1q' Fac,i,1,it -214 10 r 6., Joint; Use ! or .. 'E' iin r� 7s Join One ilut:fiAl to Kunel Cltasd 1,1.8}iqm 0. 'IN" Line to nut;f"e1.1 # ' Toto 1 (iogg ill Uil',T F�ITIMAIf' C t`2T � tCDTFA:I 1. f"'titlCy-i lrf�lY➢ M 1101,11 l.�IAim 'nt a '�t"1�Y'CtkY1I� 1'f;�i Sty 1,�'.t't t1 7� .►�r1 6 3 CI L. i i��d" cf ;lmd.� d r V.► :t y *? a.l7iJ ' ?3 :i„T`J �� r min a r� Mtxra.M C ci, n t i n q d' anti ]1'Ci m i f7 i u t a' i d° i v P : d Right Wfi Wo � — rild Tr1t:.1 in Mata r A tri 11 J” 3' d4+fi1i �. �riClCi L.�: tidq ciii11'y,otryr U.i .r�. s„ ��:f�C1 t �ztno►� "�r`lrltl b, Inlot f_(tructurr I, ca.rr;h cK « fel tcr'cJ 1"fir I,.:'t, irr, efa� h e , our$ , �i. con ir,rinnca��r� L�tTr►ldl°nrlik,illrivr� Mr1 t:Mxngar�nr I;,�y(Tnn e. f: 1`a4ghl", of wio r;Grtr Tbtol 9X , Lion Id " 3*3,', OCI to jojn'� Use Lift .`+;"�ti2n .' . Meter � yy ��yy �n yy CC 77--�� ��yy 39" da.arreter, n,,P.M.P. l'•�1 5,On ��;d �'. 62,7rI(I b. 1.1.4 t'1 L.t 48" 'clinmotCr R -r M.I'd (al S,npr lirill Track t"r a rlg 1 tdd`h. e. + r�r� t. a,ntlr�nr4 �ytJ Legal, Acimin,ist,rV,jN/o and Eng nt3r.ri►7 I.B , ("mn r'lfin f. Rights Of Way Lift M d t't:ructurp Lxtw€lVtMf.Y'Ydi !, F W b. Painforcsd ConcAra* II 3n � d atat on pipin 4 ,Y�it d . d 3 f'WTnPS €�,,d tjo t �r a lar trica 1. anr`.i ',tonJJ if -by �OwO 31 5 4 g y Mara :i»M ''f"d.ti !A o « 1 4 5 j kd Cont lryr,Ianr,,JOS 1.0001, 1�tilrv,nigtrltivO i n�1 %.rtei3rl�jt�r>t�i G rn q, "g'ri't wl q' A • Joint 1.1 e t' nrrV, Mia f1 ;. 3300 ► .r 181lr C4lollicrjat'!r R.P,M.P. f42.0,00 Iz' . z f 7 � l" e t . , ` i Ito V1 5 ► fl tin eP !„fat' 1� 'o"oe it a.��, non rl,,. 1"14am ,5`oo1,;1rirl ono f '(f;W,rµ�yr( i�n ri�:-�','i ngn i Va�.vr� -, �a►7�1 � �`�►►��ii'k i'cln `,;I x ►.1 t'; L,i�tr�; �a L'/�"1�1y /i 1,.4/.11'Iw� n.gonc io%C" Co yi h 1-ij i-iI Admimi€.trai.ivp -,at)d rnginuC3a:'ing x1 0j.� ' )u1:1 1of: i1 5l j Ci. ,Joint Win ;llit'r all t.,c, KUssl I mrlci } i a 2800 L: , r 4 3w, ►' d i e m e -h a v t. P. Ni F. C'il y.), on Ci # 2 _.:n I? E b;: 180n L.F. ltS" di,cametcr F( [a.M,P, �9 10 E: e3 !1n[l c:. 9`ontintjencx.e;, iij,nno d. r�altji►lr.Vx,1'caij, t.t (jeal. and Admiraiotrr-aa,irrr rj �C1t1f1 ` 0. Right of `: oy i C7jit1 �Acata l to l ya 1 187,000 "Naa ( lnull. tea IVII 11.13.6: F a 7400 F'4 101111 diameter R:P,M4P. rs 20.00 i.d8lo Mpy�l�(� k yL b 4 1 i xi,lcS7 rqr id Crosvitil U t i nllt"r uq d: Lagol, Adr�,lnistjative and Engi.nou'ring 24#OnO �Rinhtr, of - I I uk 193 e7fln ARY, f, .r 1A"IhILJ E. � RD bAM k 6.1T1<u� ��C i,. rlLL t1 ��77�r, l.trk�T -�........�.-rte_ '. .1:♦ I �Ei �fi1 C'���.'4 �' 4�►:��: �:'t`�V�t�'I i` "I t��..F r�`t! 2. N C.raxU4b, outfnia to 'f.J1i 33,E+oo 352+00 1 to ,Joint U e-� Lift:, Station 4, Joint Use Lift staff ion 2,11 , j 5. joim-b Usa rorce MO .1.1 1"l 0,`:�D,, 6. Jrsi.rat ;Use 0utfei1, . �:a KuSel Road J.F�,� ;_��r► d 7,' 'IN" Liao to 2384-00 �� �,,.►'stir i q �: -. ✓•r s,w rsir. 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