Loading...
HomeMy WebLinkAboutWQCS00037_DV-2019-0154_20191212 e NORTH CAROL Post Office Box 207•Shelby, NC 28151-0207 �? - December 12, 2019 • RECEIVED Mr. Corey Basinger, Regional Supervisor DEC 17 2019 Division of Water Resources, Mooresville Regional Office 610 East Center Avenue, Suite 301 NCDEQIDWR/NPDES Mooresville, North Carolina 28115 Subject: Notice of Violation and Civil Penalty Assessment— Penalty Waiver Request Case Number DV-2019-0154 Collection System Permit #WQCS00037 City of Shelby, Cleveland County Dear Mr. Basinger: Attached you will find the Civil Penalty Waiver Request for Case Number DV-2019-0154. The justification for this waiver is provided on the appropriate form. In short, the City believes that this spill was not due to negligence on behalf of the City and that the City's response to the spill was timely and appropriate. This civil penalty assessment is also not consistent with a similar issue in the Town of Kingstown in 2018 where a fine was not levied. The City hereby requests waiver of the penalty and enforcement costs for this case. Please contact me at 704-484-6840 if you have any questions or if you need additional information. Sincerely, (A_ 1/4)/tfi David Hux Director of Water Resources Cc: Rick Howell; City Manager Certified Mail 7019 1640 0001 8012 6725 www.cityofshelby.com JUSTIFICATION FOR REMISSION REQUEST Case Number: DV-2019-0154 County: Cleveland Assessed Party: City of Shelby Permit No.: WQCS00037 Amount Assessed: $624.83 Please use this form when requesting remission of this civil penalty. You must also complete the "Request For Remission, Waiver of Right to an Administrative Hearing, and Stipulation of Facts"form to request remission of this civil penalty. You should attach any documents that you believe support your request and are necessary for the Director to consider in evaluating your request for remission. Please be aware that a request for remission is limited to consideration of the five factors listed below as they may relate to the reasonableness of the amount of the civil penalty assessed. Requesting remission is not the proper procedure for contesting whether the violation(s)occurred or the accuracy of any of the factual statements contained in the civil penalty assessment document. Pursuant to N.C.G.S. § 143B-282.1(c),remission of a civil penalty may be granted only when one or more of the following five factors apply. Please check each factor that you supporting documents,as to whythe believe applies toyour case andprovide a detailed explanation,including copies of supp g PP p factor applies(attach additional pages as needed). X (a) one or more of the civil penalty assessment factors in N.C.G.S. 143B-282.1(b)were wrongfully applied to the detriment of the petitioner(the assessment factors are listed in the civil penalty assessment document); X (b) the violator promptly abated continuing environmental damage resulting from the violation(i.e., explain the steps that you took to correct the violation and prevent future occurrences); (c) the violation was inadvertent or a result of an accident(i.e., explain why the violation was unavoidable or something you could not prevent or prepare for); (d) the violator had not been assessed civil penalties for any previous violations; (e) payment of the civil penalty will prevent payment for the remaining necessary remedial actions (i.e., explain how payment of the civil penalty will prevent you from performing the activities necessary to achieve compliance). EXPLANATION: As outlined in the City's spill response documentation, the City of Shelby was responsive and completed the repairs of this line in a timely fashion to mitigate the spill. This spill was the first in this area and was not a line failure,this spill was caused by a flush valve connection blowing a part. This was not due to any type of negligence of the City of Shelby, in fact,the City has not encountered any previous line breaks on the 10/12" forcemain. City staff was able to quickly divert the flow to a parallel forcemain to stop the discharge. As indicated in the attached memos the City followed up this spill with an inspection of the operating conditions of the system with our engineer. The ARVs that had been replaced earlier last year and the surge valve and operating pressures are all working in design conditions. As a safety measure,the City removed the flush valve from the system. The City contends that we were not negligent in our responsibilities as owner/operator and believes that the State's fine is not justified based upon the structural integrity of the line itself,the City's response time,and the City's ability to divert flows to a parallel line to stop discharge. In 2019 the City completed upgrades to the liftstation and forcemain to improve the overall performance of the system. The improvements to the forcemain included installation of a new section of forcemain and the ability to separate the parallel forcemains in the event of a break. The City also upgraded all air release valves on both lines. The City also pointed in our spill response that the City operates the Kingstown Sewer System. A very similar problem occurred on their system in 2018. The City made the necessary repairs and Kingstown was not issued a fine. Based upon this information,the City requests remission of the Civil Penalty. STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY COUNTY OF CLEVELAND IN THE ) WAIVER OF RIGHT TO AN OF CIVIL PENALTIES ASSESSMENTATTER OF AGAINST ) ADMINISTRATIVE HEARING ARlE.CEIVE� ) STIPULATION OF FACTS DEC 17 1019 City of Shelby ) Shelby Collection System ) NCDEQIDWRINPDES PERMIT NO. WQCS00037 ) CASE NO. DV-2019-0154 Having been assessed civil penalties totaling$624.83 for violation(s)as set forth in the assessment document of the Division of Water Resources dated December 02,2019,the undersigned,desiring to seek remission of the civil penalty,does hereby waive the right to an administrative hearing in the above-stated matter and does stipulate that the facts are as alleged in the assessment document. The undersigned further understands that all evidence presented in support of remission of this civil penalty must be submitted to the Director of the Division of Water Resources within thirty(30)days of receipt of the notice of assessment. No new evidence in support of a remission request will be allowed after(30)days from the receipt of the notice of assessment. This the / �"'' day of 20 / SI NAT E ADDRESS C t s��l Po Zoy 2Lf1 5tle,1k)y G nisi TELEPHONE ATTACHMENT A City of Shelby CASE NUMBER: DV-2019-0154 PERMIT NO: WQCS00037 REGION: Mooresville FACILITY: Shelby Collection System COUNTY: Cleveland Other Violations INCIDENT VIOLATION TOTAL VOLUME PENALTY NUMBER DATE VIOLATION TYPE VIOLATION DESCRIPTION (GALLONS) AMOUNT 201901551 9/18/2019 CSO/SSO(Sewer Overflow) Discharge without valid permit 10,140 $500.00 Shelby NORTH CAROLIN • Post Office Box 207.Shelby,NC 28151-0207 •February 13,2019 r rts Mr. Corey Basinger, Regional Supervisor Division of Water Resources, Mooresville Regional Office 610 East Center Avenue,Suite 301 RECEIVED Mooresville, NC 28115 DEC 17 2019 Re: Notice of Violation Tracking#NOV-2019-DV-0085 NCDEQ/DWR/NPDES Collection System Permit#WQCS00037 City of Shelby,Cleveland County Dear Mr. Basinger: The City of Shelby received the above referenced Notice of Violation regarding the sanitary sewer overflows that occurred on December 29th and 30th at 1050 Sam Lattimore Road and a spill at 2304 Sherriff Allen Road on the westside sewer forcemain. The Westside system primarily serves two schools, a neighborhood of 70 homes, small industrial park with low volume sewer dischargers and a large industry that provides 500,000 gals/day. Both spills were discovered by the customers/public and who then reported them to the City. The spill at 1050 Sam Lattimore Road on December 29th was reported to the City at 3:00pm. Sewer crews responded and were on the scene by 3:45pm and had the spill corrected by 5:00pm. The City was able to cut the westside liftstation off and hold sewer in the gravity lines (15 inch and 24 inch) while the valves on the parallel 10/12 inch forcemain were opened. There was available capacity in a 24 inch line gravity line at the liftstation that was being installed for another industry that is slated to begin operations in March. The westside liftstation has two parallel sections of forcemain from the Crest Liftstation to the First Broad WWTP. The original line installed was a 10 & 12 inch C900 PVC line that was installed around 1999. In 2009, a new 16 inch ductile line was installed from the Crest Liftstation to the Sam Lattimore area where it tied back into the 12 inch C900 line. In 2018 the City installed another parallel section from College (beyond spill location) and required the installation of Protecto 401 coated ductile iron pipe. Around the Sam Lattimore area is the highest point along the route to the WWTP and at this point a portion of the lines are drained through gravity action to the WWTP even though the lines are considered forcemains. When this happens, a large section of the unprotected DIP forcemain is being exposed to corrosive hydrogen sulfide gas that is essentially trapped. Looking through the specifications,the engineer specified higher pressure ductile iron pipe for the line from lift station to just beyond 1050 Sam Lattimore Road at the College Road intersection; however they did not require a www.cityolshelliy.com protective coating product such as Protecto 401. The last 1,300 feet before you get to College is the area that is subjected to the corrosive conditions because of drainage. See the attached map, from College Avenue to the treatment plant is constructed with coated and pvc lines. The wall thickness of the line has been severely degraded by the hydrogen sulfide. Contract crews replaced a section of line roughly 20 feet in length. Since this break,the City has utilized an engineer to review the design and help determine a scope for replacement of the forcemain. It was critical to determine how much of the line would need to be replaced. Our engineer provided a recommendation of 1,300 feet of replacement of either C900 or epoxy coated ductile pipe. Bids were received on January 24, 2019 and construction is set to begin in the coming weeks with a contract completion time of March 15, 2019. The spill at 2034 Sam Lattimore Road on December 30th was reported to the City at 10:27am on December 30, 2018. Sewer crews responded and were on the scene by 11:15pm and had the spill corrected by 12:10pm. This spill was on the 10" forcemain that was put into service during the break of the 16" forcemain the previous night. With lower flows the City has been able to utilize only the 16" forcemain. An air release valve isolation valve broke and was replaced by City crews. City replaced the valve with a stainless steel isolation valve. The ARV was a newer unit. With the upcoming forcemain replacement, the City will also replace isolation valves on all remaining air release valves including the isolation valves. Preventative Maintenance activities are performed by the City of Shelby. In review of our records, the following information is provided: Maintenance history — Line was installed in 2009. Air release valves are checked every 6 months. The air release valve had been replaced but the isolation valve had not. City replaced the isolation valve at the time of the spill. No other breaks have occurred on the forcemains. Your letter lists ten areas of review in consideration for determining civil penalty amounts for a sanitary sewer overflows. We have included the following brief responses for each item: •Volume—1050 Sam Lattimore-48,000 gallons;2034 Sam Lattimore-4,150 gallons • Volume reaching surface waters—1050 Sam Lattimore-48,000 gallons; 2034 Sam Lattimore -500 gallons • Duration and gravity— 1050 Sam Lattimore—2 hours Because of this area flowing by gravity to the WWTP only a small portion of the pumped flow was spilling 2034 Sam Lattimore—1 hour 43 minutes • Impacts to public health-There were no identified impacts to public health. • Fish kills- No fish kills were observed following this overflow. • Recreational area closures-No recreational areas were closed due to this overflow. www.citvofshelb com • History of spills— 1050 Sam Lattimore - One additional spill occurred on October 11, 2018. City began evaluating the situation immediately with an engineer. 2034 Sam Lattimore—This was the first spill at this location. • Cost of rectifying damage— No environmental damage was identified requiring remediation. City staff utilized a contractor assist with the repairs to the forcemain and utilized City staff for cleanup and lime application. • Intentional spill— These overflows were not intentional and were a result of material specification and corrosion. City will place line with corrosion resistant line. Isolation valve was replaced with stainless steel valve and the other isolation valves will be upgraded as well. • Money saved by non-compliance— No money was saved by this non-compliance. This line was installed in 2019 and the City did not have any indication of corrosion in the line. The City will replace the upper section of the line from the high point to the transition to epoxy coated pipe. A forcemain crossover will also be included for a total price of around $190,000. Work is scheduled to begin when materials arrive. We recognize the requirements of our wastewater collection system permit and the importance to the environment and public health in the preventing sanitary sewer overflows. The City of Shelby had no idea this line was on the verge of failure from corrosion, particularly since this line was placed into service in 2009. The older forcemain was forced into service to help reduce the overflow potential with the forcemain break on the 16 inch line. The air release valve was new but the City did not know that the isolation valve had corroded. The City replaced the valve and will be replacing the other isolation valves on the 10 inch force main in the coming weeks. The City has quickly developed a replacement plan for the plan for this section of line and the contractor has begun to order materials and anticipates completion by March 15`n in response to the City's actions to correct the problems both short and long term and considering the fact that these areas have not been reoccurring problems for a significant amount of time, the City requests that NCDEQ withhold the issuance or a civil penalty assessment for the subject spills. Please contact me at anytime regarding any further information or questions you might have regarding this issue. I can be reached at 704-669-6570 or david.hux@cityofshelby.com. Sincerely, A 17-}W)6 David Hux Water Resources Director cc: Rick Howell; City Manager Brad Greene; Plant Operations Superintendent Mark Swink; Field Operations Superintendent Adam Howell; Collection System Crew Supervisor Certified Mail: 7018 0680 0001 0376 5101 www.cityofshelby.com z ROY COOPER • \ (�� R Governor " 3" K MICHAEL S.REGAN jt•` y.I.tV•i, i Secretary •, S� LINDA CULPEPPER NORTH CAROLINA ` Director Environmental Quality CERTIFIED MAIL: 7016 1370 0000 2591 1629 RETURN RECEIPT REQUESTED T1A February 01, 2019 l 0 Rick Howell, City Manager City of Shelby PO Box 207 Shelby, NC 28151-0207 SUBJECT: NOTICE OF VIOLATION &INTENT TO ISSUE CIVIL PENALTY Tracking No.: NOV-2019-DV-0085 Sanitary Sewer Overflows - December 2018 Collection System Permit No. WQCS00037 Shelby Collection System Cleveland County Dear Mr. Howell: A review has been conducted of the self-reported Sanitary Sewer Overflows (SSO's) 5-Day Reports submitted by City of Shelby. The Division's Mooresville Regional Office concludes that the City of Shelby violated Permit Condition I (2) of Permit No. WQCS00037 by failing to effectively manage, maintain, and operate their collection system so that there is no SSO (Sanitary Sewer Overflow) to the land or surface waters and the SSO constituted making an outlet to waters of the State for purposes of G.S. 143-215.1(a)(1), for which a permit is required by G.S. 143-215.1. The Mooresville Regional Office is providing the City of Shelby an opportunity to provide evidence and justification as to why the City of Shelby should not be assessed a civil penalty for the violation(s) that are summarized below: Total Vol Total Surface Incident Start Duration Vol Water Number Date (Mins) Location Cause (Gals) (Gals) DWR Action 201803680 12/17/2018 39 1121 S. Morgan St. Grease 195 100 No Action 201803714 12/20/2018 27 1302 Kings Rod Debris in line 135 135 No Action 201803810 12/29/2018 120 1050 Sam Lattimore Rd. Pipe Failure(Break) 48,000 48,000 Now/tice of Violation Enforcen �a North Gros nrr Depar n+ent of Env:ronrnenta!Que,1y I Drvson of W.ter Resources E Vooresv a ge(ona:Off�oe i 610 Esa Center Avenue,Sure 301 I Mooresv7r,North Cowoo 28115 •+---»:�re' 7 0 4 663-169 9 r Total Vol Total Surface Incident Start Duration Vol Water Number Date (Mins) Location Cause (Gals) (Gals) DWR Action 201803811 12/30/2018 103 2304 Sheriff Allen Rd. Other 4,150 500 Notice of Violation This Notice of Violation / Notice of Intent to Enforce (NOV/NOI) is being issued for the noted violation. Pursuant to G.S. 143-215.6A, a civil penalty of not more than twenty-five thousand dollars ($25,000.00) may be assessed against any person who violates or fails to act in accordance with the terms, conditions, or requirements of any permit issued pursuant to G.S. 143-215.1. This office requests that you respond to this Notice, in writing, within 10 business days of its receipt. In your response, you should address the causes of non-compliance, remedial actions, and all other actions taken to prevent the recurrence of similar situations. The response to this correspondence will be considered in this process. Enforcement decisions will also be based on volume spilled, volume reaching surface waters, duration and gravity, impacts to public health, fish kills or recreational area closures. Other factors considered in determining the amount of the civil penalty are the violator's history of non-compliance, the cost of rectifying the damage, whether the spill was intentional and whether money was saved by non-compliance. If you have any questions, please do not hesitate to contact W. Corey Basinger with the Water Quality Section in the Mooresville Regional Office at 704-663-1699 or via email at corey.basinger@ncdenr.gov. Sincerely, DocuSigned by: A14CC681AF27425... W. Corey Basinger, Regional Supervisor Water Quality Regional Operations Section Mooresville Regional Office Division of Water Resources, NCDEQ Cc: Mooresville Regional Office - WQS File Central Files, Water Quality Section D E Q ' North Gro Department of Envronrnente Que t I Dyson of\Pater Resouroes r Moore asv Regona':0ioe l 610 fro:: Center Avenue,$u to 301 ( Mooresv e,NortA cam The 2811E i'� 704�63-1699 •PLAN c$ 4i z SCALE I'-50' • <Z E15 le'PUN NtLK MTh SUPPED CCM •' li s K UO<1W101 AND Vul[BOX. S ' - VI L. S81 t OWL w Me.ATOt RULM6CONC1IW PIMOCTAIL P.; DYE Pi INCIAIXR ..i...AiT.,-. v< yI ,e'225'REND /' w".. „} ce-.4t--' 6 e- e' = •1 .' oL •- - ^ l la'a BEND m a� +pp ••/ ... a•a w.—. 16'Di FORq:NUN rl0 =I /V CP=M WOW= 01.11a*IM a NA/VACLAIN Ur RELIEF VALVE LOCATED AT <� ta•DP FORCE luw 11 . .,.s �.wwir ACTUAL NON PONT V;TO ssiTed. © CO ›..1. vPIN.W+m,...R nuiun 1 4".. WMat r J V U N r MICE le " ...T.eE true LI. O•T OC Or TILAYISKOTATiat • al.em.w.rr O MINIMSaoctet MOE NI MAW r...r. ..t.o.t On 11.1 CUE Or wa :n W U V/amiC Cr F_At ass Z SO si VOW:MCC w.`�o stows.,.w.:near.:r tun a , . W RCN Ace Ca S1..iCaO..RVF.CWO,» r rs wane,ror m.asm .V WC Ir_ st.yO.OLTGNpt N X�'j PROFILE i - - _O O O v Ns PERT. 1 S• �'• u) Z t ..e j .o~,o• w_ ILI i 3 C.)w T_ t ._ pj di - - 6e >.P I j el t ere ___._._ . �.-�y'� I 1 I — ! .___ ,—_ ..-- i - �_ we H 4 eps _ — /-1" ....4I. 1 -•--- I ._.._.. _- _-- —---__.._ _. --.__ ~__ _-! mRorewmgnaas been modifiedmreECORD Ceea f "1 f i y a T 4,W - changes during mr.ewcllon based •: _—a __ .1 ____T'^ __2 i — - upon Information provided by the i 6 - _ ;'d g Conte end mnabuC Obaervebons �' ..__. --f— � � ey.wo.,,w AW,O ` SHEET 11/ 793 rn... 133•e9 N.aW GPM 15140 1SF..e .g..e naves Mt. +0.9e tn.. r3AA ,.}...5 'n•4C. 1X I. N.V. Cam. Ito 0/ ac•,... 1 42:P.01"r"..0. -VjbA r"(,.1 i•1_____ _ 0:1 1- -F-' --- - , j i AvaTro.onouooke --- i , • .I L 1 - , f ---.--- 133 __I. _HS • ,. arrrumnr.......o a‘a 4..P... 1111111111111 -4- . _ ........,..71041.0.40,Fxsompswoo ,. 041Aql.0.3.1uogo4u4op uodn ---- ' - 1"--- ; .. .. . . pesequtom•suo0 Num GPM SO0NONO 7 . . - =IA 01P.0.044 4004 MI 0,1•040 041. -' _ a IIIII MN , ON IMVIA 0 0 e10031:1 i - -0 ,..,-11 -..s.-+ - I- 1 / -= ., 1111111111110W • • MIIIIII -74 ..., --12-4- ' 0 -0 rn 3-4- X at Nil 11111111=11.111- i I 4111. - i IIIIII1111%7 MIN11.111111111 I ,0 K -- -• - • ___..... -n> , r=z - • .. _.. m 0•I N( Ilia 7.r. , , , 1 PM I. • i i car., -- 11111 ii._ 3010.i.de A ;1I 1 --...... . - .... --- IN M - • .•P OR : AVxO, rW„n• i.___ - _ i at . 1 i I 1 ,,,, I .. . , i ' .. .... r 3, ........ - -------.3-..... - -,_ - ---. , ! Il I I , , 0•11 IT * OA OD M I . ' .._..._<I 11•••• m -- , , .4-'-- ni,...,1 ,,..• I ! q 1 .Cl) 1_______ , . , -, . ...., %VA .os••.L ZINN:311171 IIIIINIIII ..' WV 3114011d i , s-10F_,„,rn i 1 I 1 r-1 2..r1 M M 44.4....0•0.M.I. re: * 1133..3 3.13.1.4.0,44400$40o 4.0.114 .0 01/01/‘ I • tin 0 m • • .2 WO Li14.12.TVO-11.40,74 I M N3 0 tirMr".anfOlW • \s g CO ,„Fri 'it)....• ".< i ill114 • I v., 0111.33.5 NI Tilv3 Al 04.IN0,...0114 3414 1376 ON WS.33 ii3o N30nou :"'. .., . V.9L 1411.N..33.0I.Li 0.11503 NMI 300)1 ON)Am -4...-..r.=, .. .........- -•-• 0:for.33.3J At.3.4 011314.0, .......74. ...............i.14.,. 1;41 ..,....1.•,- ,..0.4..:44,1001004- . ,.........==...„,.......7.-..,,......, :1,a .. ,. _........„... T. ...... ,,,,t,_,,,-,--,_,,--. -.---,:,,,,,,-...- ..• - z • 4.f.,,, -a A.,w,-- -, , ••:.. .z 1. •-...,i''i . iorsiii.,ow-- • tlaJOI- -- ,, i 4. 4 • 3.1 S43 .••, '.' ,...... . , . -,-,'-'-r---i• 1 .i...... •3.2.330•3 1.1 04n1 r Nv.L.3cf NoLl.?310100 WIN 3t00.1 '''.••••••• . • • .• ',.._---...,-.r.'. •...O.:4.... _--1,•.--, .C.-!4•_•:-....-,-,...: .•= -7-1101.V.WOO.Or 310•1 i cA 000.0.0 WIN 2.10d ......1„• "'*- a,.S5(kazt"--.----''' ',Mg Soal or spol 0VMM 40.•,400 tlk; -,,,,,- 1.---• deg.•OVVVE.303 arrlippga Toe mum.=INOLia•Va KY....01.1 fa., "'"721''''':r'.:•.t.":"'"3 t`'..;.:.,,.."'"*.2°*.,.'`..•L....'`V'''`.:4..••'''%•-,..=., $..,cr, OM>•.4%001P.11 % .4,,,, 3.;..• ......... ...e3 ALL•OM.•Tnna I....an110..•••1;,... ao•••• V r.) ,,, .•,,,, •4..••aos do.. a.Mu...avatia via ealrIKDA no Ca.7 ra A lentlared,„WV a....„4:=01.7.aamsta • 7.06 ainar OPOnaal,a,WO la IIa S/0 1.1.10.V Za.170,1 Sleiarfnlar•TM Urals no•• • ••'..•••••••• 4•51.1.11acla.0 Latallmala alma"WM+Mt li,MOM.NI=WM 13 L..24 Tv; t ""..' ". AVM ... ...l.„7„..11..„:1,....1.0....117.....0 PIIIILla.„...211 grtrga.....13•011....110 lattala.M.....s.••=atia...., Sa Asimm-l':••:'•liE= ..-- SM..NA sv avexn..3 DI 4 WM..KoViNt OTINIVO A TVG wen meat 3.31.33,, 1311.0 4,11. I3.7:CI) WPC r•24 .• ...1".''''.....•.....=.'rii...., '...:;.V.soForo.r.Moir•Nola,....erd 34,131S r•RIO i )(0 ONV .* wad saw ppm A mayor,ov.:a Dam..som.am yr.llr L.1•03 ThaiS mamma"c "a.m.aa..-Dag mane S.Z.-1 Ei NI..3080.i 0N0-90(3 -IOWA 0Md.2‘ • rst mow...am 3130•05 vo Inn./lacan.Vaal..a•Wry'Mae taa•ruipa • 4> NO 140.Z1.4.24 MG..l MVOS ...... A allala..,•Ma.11.a.saga an.4•11.2.2•093 e ,:•.,MI Wild a...41.1..avrall'aim amita'ami 1.190a0 nn.II iratfotail,ma la.=Moo ,L9a.AthallOSi C.111110011na Or WM MM..331•451•taw Waal"Ma.Vrall.t S'••• .1!1•:rt, Mad l Oa.WA.,INSI Al.1.1•10.31..3IN MOM All111.1ir 01Wa0 A._ ..y + , e f y t. . d !�L' r"s r t, tit ' - \ 1 * . 0' .9,,..-i it I I ci7 1,-,,, ii,i : 0 „,. •,4. , ' ,n... It A 1 1. it,. ,, \\* , .1 fi •- '414161*. •l� d i. L- '" 01\ r .1114;iirt,44,v4 vie . kb ,\ . "*.• r ( - '. e` `r.-. N. . > 14 Ye 4 ollor halt, alb � � fib, . 4 ' '# 4,- flijk Ai • . 4 • 4r,,,41 1XF.t, 'ti j•ioic„!r#.-%.•, kr•.'"1, .'\ Pt 4 r k.....j. .‘,„1„,..,1 ` r�►s7i w 1 • .I...'' .,N. •A,... ,.. moil . p 4 ' ..„,1111111141%111111111 . . „,,,„ - * , * , ,., ,k • , ,./ ,, .... • • .•C` ' ‘,,I+++ +1,-1 • ' '„ -rt,''' . + 4+-iiir4tr* ', , ' ... . r- ' ofr: . • , . , :.,....,4,16.44 , ,, ,, ,;....,6;0, ..,.., „ ,, . .,,..',. ' ' ' • '.,S. , ., • ' Oh, . , , , , „ ,• * °, ' •° • ,.. . tl, t4.4100* 1143. .......,- ` * ' - • '''''. A"s• rer 4 ..e.' . - ', -toki 4.,, -, ., '44,,, ' '"r. i , ".7,,a,'‘'' • ' '''' - 1".*Ni,'„,"d4,..'',4"" -N*1 ''.e-,' . "* , , ,*: , ,L' Jr -' - . 41‘1' ' ' '. / I i le'++, 1, -0(,*. 4,,..0,.. ,. . .... . —.0 ' L.0 -'- ''',..1.-..-.. ., ..-if,.t „ 11, . 4,,,"%4,' °"4,•/4.1. ' ',,,, ..=° ) ' . - 4,..'''c 46f& .' ' ".‘;;;:',..77!"-",''7:::: '''''''..‘•,"' --,7 -- , ° •-.' '--- --et , '- 7ttr--g 7.,.2.4. ,....,...%,- _-._,., - - ..: I- ..• - -•,...,(*.- -.0:,,,,-- , r..-i:st. ... .,7,--. , - ,. t ,i, • , It.t../.•--'--e#7.7- ,- - -!-',r-4 4.,' -' ;°., ',. ' .. • _._ .,.... .. .,. K a f T f Irk ; .i.yli.,' • - ,," :".."1,,,Y.„-;.-E:--,,, ..1,-: .,,„,..._ ,- ,-.., . -,....,:, .,-, . : .:,7-.. ,..z..-7 . 1., .(-7. ...‘t..,„--4.7 . `,A1- •,_ 5: Ai - . s r .z j - , 0, 6 - .r s �4yx a+ 0. t. 4 1 L • I C �d r y -(♦ "# , 5 ,t - ,-- •_ f-..5-- ---0,-.7" ..,0,,.., _„ iiii_ , r -, J': f P� -kr . .4.-''' - . 7'4:',...„ ... .r.'•• - *4 4",--:—•„•.1, : 1 el ' 71-41.''4:1',',7.1-, `A7A116.14\.' i ? C'L it7s'E.s'' -�. < .f •' ,y. • #. '[' y�,, _ - .,; t•. L 'FEit a. j ram. °Jf�.`r _ 1�.. + �,.^ 3dt + ` ,t� �•, .t , �'� iI`f '+� 4}#•r " sue:. j- . y yam^ J.i4' a t< s, '.• "8� �' i j r~ -'1 " t+Y' t •�� _ .r �..t: �., .I�v'•. .:. e —�pv +•6j:`... t'� #*.++a. , - 4 a • �..- Jr .+�a R"ttn.{ i ��?.,‘r 2�'•s J ��,• �4f"tir`>� ,• w, `w i 1 C , E. fik i '---,,_ Oficii::---';':,,...*:,"1.---.--,--- =;‘, ,-, —',ft-!-_,.'-,--: i nil i we j t, . • w'+.°.+, :�.- t', `� -„.tiw"� •fAv:"" f 4{x :i. ..#-.;_ .}r .}-l� '�} 0 ., f' y y g�' t,rt`i �it� '" :::,,,,n,,,,,,..73H '� �. ''� :: -7....„.„,,,;.. - _4E Y�.1 . ,.k`r ``' ..i # ,i1msi � r'c. . f "�- ,°ar F : _°*-�,' 1..":r,:r..H.:,,,,...:,,,,.,,,,.._:,.._,..-_-;,,,,,,,,,-. ,,, 7: ,,,,,,: ' .,. ,1 ::";-; .1?-: ......,, ...,.....,..,...., .-*....." It ~ . ri' - `.i�,Js t y, ,u, .. . ^ 74' ° if-,...': yam.h to .r .�~»r i '}► +Y.. � a '! # �s Y sheV `d 1110 ,',-,L.-'1;:.: # �r r ' , ..1:, ': :1 ,l' i. 1 . . •-.# r�r Aar - p r r �' �,:h tr l ' r , y - • '• D' > r ;` .+ -. .Y.S�.:. R :Jf yMJL •'_` s.w:cl •" .+.' ..!c`.M�`'}. �'"', 1'•Y"��'+ ��r .. ..ii -; _.2 .a w.w