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07-01-87 IV. RECOHL7ENDATIO[7 , A thorough material quality inspection and investigation should be conducted five years hence. Its scope would include: 1. Augur boring of at least ten piles at and somewhat above the waterline. 2. Core drilling of each effluent pipe. 3. Replacement of known deficient elements-particularly chose that are exhibiting progressive failure. 4. Removal and replacement of a representative sampling of the timber lag and pipe flange bolts so that assessment of the remaining cross-s¢ct Tonal areas can be quantitatively checked. 850>-08-01 5!n irw qND GiLLES aiE EN GIN EE25. .N.. June 1987 ~._esor:n ~_~_t. .._oa~c. Wage 5 III. OONCLUSIONS _ j The pier and two effluent pipes should be annually inspected to assure that the observed and photographed details of chinks, lateral deflec- i [Sons, brace cracks, clamp skewing, and pipe corrosion mentioned above are not rapidly progressing. Except for those five items, which are tel Lt ales for monitoring potential future repairs, the pier is in good condition, at least For another storm season. The stresses found in the beam-struts were within the allowable ~ shear and bending values permitted, even considering The chink splitting anomaly. The twisting of the tops of several individual 2" x 10" timbers j (although never in pairs, which comprise one beam-strut) may well have been Lnitiated by construction procedures, but whatever the cause o£ obse rued twisting, this precursor of lateral instability in beams is adjudged co have stabilized for their service life. Again, though, the degree of twisting can be ¢onitored via comparison with past documented photographs, S>O$-0S-Ol S`.ITM nNG GaL'c$P'E ENG~NEEP S. ANC. June 1987 _. c~.sc :>... _r. r• ~P~.o. page ~ ~. the top of each Seam-strut 6y cinching the clamp timber against the soffit of the beam-strut. Some [en clamps are skewed and misaligned so that the underside clamping ac cion has been somewhat negated or no longer exists. No plaus ibie explanation for the cause of such misalignment of clamps can be offered. Both the 12-inch and 24-inch diameter ductile iron pipes carrying wastewater effluent to the Intracoastal Wa cerway are in structurally sound condition. The degree of corrosion varies on the outer surface of the 12-inch diameter pipe, its bells', flanges' and bolts', ant is greater than that of the 24-inch diameter pipe. Local chipping of the corroded scale with a mason's hammer proved the scale or flake depth of corrosion on the outside of the 12-inch diameter pipe, although active, vas not significantly advanced to warrant further structural concern for Loss cf section at this period of [he pipe's service life. The Ductile Iron Pipe Research Assoeiat ion's Area Engineer explained that left undisturbed, corrosive propagation will become minimal with time. The ehree rings of pipe flange boles do not exh ib i[ any significant loss of cross-sectional area from corrosion. B~O~-OB-Ol $M~tY AND MLLE $RiE EY G~NECR S. i.YC. ~ June i987 ~ „c,~ _ _. ___.naero^ Page 3 6_.% '6 w 14 ^ I>I II. OBSERVATIONS ^ The timber poctions that could be inspected below and above the 11 fluctuating vaterl ine are in generally good condition. There exists no R evidence, for instance, that the marine life adhesions on the timber piles 11 and bracing system are boring into these elements. A I~ Both the lace ral and longi n~dinal bracing system's are structurally configured as "counters" be rveen piles. The two timbers comprising each A 1~ counter brace transverse to the pier are adequately spaced every other bent. M The iongitudinal counter braces have been erected every span along both ~9 lines of piles from Bent No. 18 through the end of Benc No. 26. This system ~ of longitudinal bracing is highly redundant for good reason: a maior northeast Ij storm could project eaves with considerable energy against the broadside of H raj these crossed (or [ounce re d) bracing timbers. Three such braces ve re found cracked [o less than twenty percent of their depth. Both lateral and longi- k9 is tudinal bracing timbers are nominally 2" x LO" size. F7 Beam-struts support the two effluent pipes between transverse 6 co 11 8 inch round timber piles. Each 2" x 10" timber o.' the two comprising the ', M beam-struts straddle the two transverse piles supporting the ends of tF.e beam-s [ruts. Tvo 5/8-inch diameter mild steel through lag bolts tie the Cwo Ii ,~ 2" x 10" timbers to each pile support. The beam-struts were analyzed for ~~ stresses accruing from statie beam action, 6ec ause of chinks found parallel ~ to the grain of some timbers in [he vicinity of their bolted end support and i1 lateral displacement of the cops of four 2" x 10" beam-strut members. A A U-bolt connects each effluent pipe to the beam-strut by an la underside 2" x 10" timber clamp spannag the straddle dis [ante between each s 2" x 10" of the beam-struts. The 1!2-inch diameter U-bolts tie each pipe to i1 e E505-GE-C1 5v~1u arfD uiv_ES Cir E~.G'~rv EE~s.:bC. r .; une 1581 -. _..sonv~. __r.~ ~=~o• page 2 ~- ^ ~~ i~ r ~f ii i i i I1 M I1 a 1! M11 f `7 NI t! W ~I rq '~ :d A i7 5 A I-J A l- ei it M 7 s s EFFLUENT OUTFACE PIER INSPECTION SdC PROJECT N0. 8505-08-01 ATLANTIC BEACH, FLORIDA 1. zNTAODUCT1oN On Hay 29, 1987, a structural inspection was conducted of all pier elements for the 12-inch end 24-inch diameter (I.D.) ductile iron effluent force mains discharging at Sherman's Point in the St. Johns River. The purpose of the inspection was to ascertain vhe they repairs are necessary for pier support elements, its supported piping and/or fastenings. No attempt was made co inspect the entire lace ral and longitudinal bracing members and pile portions below the waterline, except those that could be seen below the waterline from the superstructure of [he pier. B JO J-OS-OI 5N4N •NC GILLES ~iE E~~GiN EEfi S. ANC. June 1987 arescw~--_e ~:o=~o. Pa 3e 1 -~:-~ ^ ~~ ~; ^ i~ r i1 i~ eM ~~ r ~~ 4 11 if ij :i lV td !! I~ A :i 1 d• i~ i~ i~ w i PRELININARY ENGINEERING REPORT ON EFFLUENT OL^IFALL PIER INSPECTION 560 PROJECT N0. 8505-OB-O1 ATLANTIC BEACN, FLORIDA ABLE OF CONTENTS SECTION T TI PACK). I INTRODUCTION 1 II OBSERVATIONS 2 III CONCLUSIONS 4 IV RECOMNENDAIIONS i ~~ Bi0i-OB-O1 ~ June 1987 SMITFr wND 3~LLES OiE ENGiN EER S. iNC. .,._aoev~'_L E. c~_ow~ow Page i r. ~,_ ii ~~ A II v It it M !1 r I1 i$ Iq f1 N W Y1 :i f! ti ~~ M i1 IJ A ii ^ 7 PRELINZNARY ENGINEERING REPORT ON EFFLUENT OUTFALL PIER INSPECTION SLG PROJECT N0. 8505-08-O1 ATLANTZC BEACH, FLORIDA air xe JUNE 1987 y, a ~ ` _ ii `: si ii ® PRELIMINARY ENGINEERING AE PORT I! ON r j~ EFFLUENT OUTFACE PIER INSPECTION f1t ~~ S6C PROJECT N0. 8505-08-O1 ATLANTIC eEACN, FLORIDA ^ r i t+ t~-~r p JUNE 1987 !1 t9 61 r1 N ~! Li tN i~ 7 id Y J A FJ w 11 r it ~- ss. w i~ ^ ~~ ^ i r q F1 I1 it 11 1! I1 Ii IS 1i ~i Ii fi i ii ra ~~ ri i~ a I! r i PRELRIINARY ENGINEERING REPORT ON EFFLUENT OQTFALL PIER INSPECTION 560 PROJECT N0. 8505-OB-O1 ATLANTIC BEACH, FLORIDA JUNE 1987 S1tiIlTH AMID GILLESPIE ENGPi LEERS, ING i~cxsow~. ~.oRron ii ii v ii w A ~~ M 1~ i# Yl tq .L :~ Ii M F! d P!I ^ Il i s ti >• ii it r it ^ i~ 5 ~. ~' r ~ Connelly and wicker ~' Mr. Marvin wicker April 21, 1987 r I! Page 3 a ~! Water Treatment Plant No. 2 is served electricity Prom the Jackonville Electric Authority by a pad mounted transformer located adjacent to the control house. The main service is '~ 277/680 volt, ~ phase, 4 wire wye with a total ampacity of 600 amps. The service is connected to a Square D Model 4 motor !a control center with two sections and serves all of the equipment i! of the plant and has two blank compartments for future equipment. Should more than two spaces be required the total ampacity is y sufficient to allow a third section to ba added to the motor 11 control center. The plant's lighting panel is a 60 amp 120/240 volt, single phase, 3 wire panelboard with 2 blank spaces. Zf additional 120/208 volt power is required a second panelboard is ~~ recommended. The plants single electrical drawback is the lack rt of emergency generator capability. This however is not a severe deficiency since one of the plants two 50 horsepower pumps is ... dual driven by both electric and engines. This plant is .y adequately powered for its present pacity and does not require any immediate modifications. ~~ G.ASOG ENE '~ Sincerely, .~ M. V. CDlpQNGS ENGINEERS, INC. r1 KQM~ ~ . /~ ;.~ Lar Carney E. ~' Vice `P'resident ~ ZMC/mb ti a s `... °_ ,d , Connelly and Wicker Mr. Marvin wicker April 21, 1987 v ~~ Page 2 r ' t pump motors due to its small size. Atypical 30 horsepower motor ~ will normally require a minimum 60 kw generator due to high motor - starting currents. The generator also requires manual operation -' '~ since an automatic transfer switch does not exist at the plant. '' is The motor control and protective devices consist of a collection ,~ of fused switches, magnetic motor starters, combination motor starters and separate control devices all of which are tapped ~a from the main eery ice through a long wire way. Motor starting - ~~ equipment for Pumps No. 1, 2 and 3 appear to have been repaired and/or replaced on one or more occasions. '~ The lighting panel is also at full capacity with 24 circuits ~~ feeding from a 20 circuit loadcenter. The panel has two "side by side" or "piggyback" breakers installed to provide more circuit it capacity. This type of installation is not recommended in ,~ industrial type plants where loads are typically in use all of the time for which the plant operates. ~+ If pumping capacity is to be added to Plant No. 1, either by the '~ installation of new or larger motors, the service will have to be increased in size. Since all of the existing motors are dual '. ~+ voltage it is recommended that a new service at 277/480 volt, 3, i* phase, 4 wire wye be installed with a capacity of approximately 30o to 400 amps. An increased service voltage will reduce motor ~; ,+ maintenance and lengthen motor life while reducing the requirement for space for motor control apparatus since 4H0'vo2t ~9 starters for the existing motors will be smaller. '~ A new motor control center or at least new combination motor ~~ starters with integral Hand-Off-Auto controls should be installed to replace worn equipment and to simplify plant operation. + 4 After changing the service the lighting panelboard should be changed to a 42 circuit, 200 amp, 120/208 volt, 3 phase, 4 wire wye panel to allow the proper connection of all existing circuits with spare capacity for future circuits. ie '. If emergency power is required for lighting during utility power ' outages the generator should be connected to the load by means of - .e an automatic or manual transfer switch to disconnect the plant from the utility system during emergency operation. The operation of any of the pumps on emergency power will require ~ that a larger generator be installed. a ' M.V. CUMMINGS ENGINEERS, INC. ~ ® ~ GON WLTINO EN OIN EER! / PUNN[R! 1 1 ~_~. 4SO1 ARLINGTON EZrRElIWAY, SVITE IOIA • JIIC RIONV,LLE, FLORIDA 32211 1 ~ TELERNONE (9041724-0660 r ' i ar ,~ April 21, 1987 r i ' '! Connelly and Wicker 1301-D Penman Road ~ Jacksonville Beach, Florida 32250 1 ~ Attn: Mr. Marvin Wicker -' ~ ~ ~ Ra: WATffi2 TREATMENT PIANT IID?ROVEIlEtiTS Atlantic Beach, Florida Our File No. a7-045 ~ Id .3 Gentlemen: (a ~ i, I visited the two Water Treatment Plants at Atlantic Beach on April 15, 1987 to investigate the present condition of the '..+ electrical systems and make recommendations for needeP ' improvements. ~~ -. Of the two facilities Plant No. 1, [he oldest, is in need of the ~+ greatest improvements. Plant No. 2 was observed to be in good ,~ condition and will require little if any modifications. ,,+ Water Treatment Plant No. 1 is served electricity from the p la Jacksonville Electric Authority by an overhead transformer bank i located on a pole outside the boundries of the plant properties. '+ The main service is 120/240 volt, 3 phase, 4 wire delta by means ,a of an overhead drop with a main disconnect fused at 350 amps. This service is 100 percent loaded with no spare capacity. The ,.. plant contains four electrically driven water pumps, three rated „ at 30 horsepower each and one rated at 25 horsepower, and a 100 amp, 120/240 volt single phase, 3 wire loadcenter for lighting. + If all of the equipment were to operate simulataneously it is likely that the total load would exceed the rated aapacity of the "E main service. ~+ Pump No. 2 is dual driven by electric and diesel engine, RE however, that pump was out for service repairs. The plant also has a very old 30 kW diesel engine generator set, however, plant operators indicated that the unit did not operate. It is ~ doubtful that the generator could be used to operate any of the w ,, ti W i~ r y II ~' kY 11 !1 W F1 1~ t9 it ~~ ii l3 i! A ~~ ne i! A ml pI S RISING LEVEL FALLING LEVEL High Level Alarm Valve Close Yell Pumps Off Valve Open Lead Yell Pump On Lag Yell Pump On Service Pump Enable Service Pump Cut-Off Low Ya[er Alarm ,..,.. . li Y ~~ p i~ r ~~ !'0 FJ ry tf 3 ~~ yf p 1~ } i fd 13 A •1 ~# ,! 3 sl i ~ 1 1 A s CITY OP A'Tf.ANIIC BEACH -2- May 4, 1987 Elements of Chie system can be Sncorporated into the future rehabili- tation program, rl[h the possible exception of some email PVC conduit. Please contact me should you have arty questions. Very truly yours, riEADORS CONSTRUCTION COMPANY, INC. pw..tr w. ~o Jack W. rieadora, III Vice-President JiMIII/evs ' Meadors Construction Coe ocneftwf,conrw+crorts r mcoaroAA]m .~ rnone aa]~aa0a r.0. amxamaa May d, 1987 JACAJOnY1LLC. rLOalDA silos as Y '1 CITY OF ATLANTIC BEACH Poet Office Box 25 Y Atlantic Beach, Florida 32233 ;~ ATTENTION: Nn Robert Braid Director of Public Works M ~~ '~ REPERENCE: Water Treatment Plant No. 1 I City of Atlantic Beach, Florida i V ~ ~~ Gentlemen: i V At your request, I inspected [he ground storage reservoir level control valves with your plant staff. The valve on [he sae[ reservoir 18 a 12" ~~ ' flanged butterfly valve with an air driven cylinder operator controlled by a Honeywell sir bubbler system. The valve, associated air lines, and j ;i the air compressor are in a deteriorated condition, and have fa+_'_ed ze- -c peatedly. A 12" flanged manually operated gate valve used for isolation and control is also in a deteriorated condition. ii The valve on the vest reservoir 1s a 12" flanged gale valve vi Gh a eater :q driven cylinder operator controlled by a Warrick Capacitance Probe system. i The valve is in a deteriorated condition, and has failed repeatedly. In ~~ addition, the eater supply lines co the valve controller are suaceptable •_d [o freeze damage. There is no above ground manual isolation valve. ~~ Based on poet experience, ve would recommend replacing bock valves with j 7t air operated butterfly valves. With an air operated system there is no danger of frozen oc leaking control eater lines; and if necessary the ~~ valves can be easily relocated. ~ ~~ We request chat you review the following options with your consulting - engineer, and plant staff, and advise us i,ov to proceed. ,~ ~ • "a OPTION 1: Replace both valves with air operated butterfly valves. '~ OPTION 2: Replace the exiting air compressor and tank with a nee rm duplex air compressor and tank [o provide a reliable air supply to operate [he valves. ~, 1 OPTION 3: Replace or provide nee manual valves for control and isolation , ~ purposes. '~ OPTION d: Replace the cvo different control systems with a duplex I r reservoir control system. In order to standardize their control systems and reduce future maintenance costa, the „ plan[ staff recommends installing an Electrogage Control System. w ,m GE ~_ r i I~ M I~ Y 1~ M !i ' 1 II Mf i ~ ~~ ~ !9 w tf .~t { y S a t ~ 'Y .J c q ;s '3 1 ~. 9 { 1~ I1~ J li i w 1~ i i ~ ~ i ~ f l ' A l,PPHNDIX r ~ The improvements programs are broken down into three phases. Phase I, presented in Table II, includes those high priority items which can be accomplished within the currently available ~ funding of E270.3T4. These include critical operation and ~~ maintenance items at the two plants, and the provision of emergency power, improved chlorination facilities end additional .r high service pumping at taster Plant No. 2. The installation of s ~~ well turbine pump in Well No. 1 at Water Plant No. 1 could be included as an additive alternate when the Phase I Improvements ~ Program is bid. '! The remaining water plant improvements items are divided into two phases. Phase II, presented in Table 12, provides for a complete ~ new plant operations building with high service pumps, emergency ~~ generator, office and laboratory, electrical and instrumentation; a new chlorine facility separate from the operations building; ;y and .the new turbine pump in Well No. 1 all at Water Plant No. 1. ~ Phase III provides for the sddltion of a second water supply well with turbine pump and pump house at Water Plant No. 2 and the inatallati on of a well turbine pump in Well No. 2 at the w wastewater treatment plant site when funds become available. ii u ,1 ~i y Il w :i t~ , w w s ~ V-i6 w a i , MI I ~ ICI r i b ~! i M ~ ,1 W 41 I iI i! ~! I !1 i '. ~~ i ~~ ;1 f , i ,i t ~ `i i i I! 3 17 S '. ~ i ~ ~~ i ~ S ,i ~i ~ i A I { ~ a w TABLH 13 CITY OF ATLANTIC BRACH WATHR PLANTS PHASH III IMPROVHMHNT9 PROGRAM Item Desc riotion 1 Construct neu 18"x12" diameter deep well with 7,000 feet of casing and 1,300 feet total depth as backup well with 4,000 gpm vertical turbine pump and motor at Water Plant No. 2 2 Install new well turbine pump in Well No. 2 at the wastewater treatment plant Subtotal, Sat. Construction Coat Contingencies at 30X Total Hat. Construction Coat Engineering, Field Survey, Construction Administration and Miscellaneous TOTAL PHASE III PROGRAM COST V-15 Hatimated 1987 Construction Coat f 90,000.00 = 20,000.00 ;110,000.00 S 11,000.00 ;121,000.00 f 13,000.00 f134,000.00 9.. TABLH 12 w , w tem CITY OF ATLANTIC BBACH WATER PLANTS PHASE II IMPROVEMENTS PROGRAM Hatimated 1987 Deacrivtion Construction Coat 1 Install new vertical turbine pump in Well No. 1 at Water Plant No. 1 f 20,000.00 2 New chlorinator room, ton cylinder handling and storage facility and chlorination equipment and controls at Water Plant No. t f 64,000.00 3 Construct new operations building with four 1,000 gpm pumps, electrical, and instrumentation panels, office and laboratory apace, and related work at Water Plant No. 1 3370,000.00 4 Furnish and install a new 200 kW emergency engine generator with automatic start end transfer switch in new operations building at Water Plant No. 1 f 41,000.00 5 Site paving and miscellaneous f 25,000.00 Subtotal, Bat. Construction Coat f520,000.00 Contingencies at 10X f 52,000.00 Total Est. Construction Coat (572,000.00 Engineering, Field Investigat- ion, Construction Administra- tion and Miscellaneous f 58,000.00 TOTAL PHASE II PROGRAM COST (630,000.00 V-14 CORRECTION THIS DOCUMENT HAS BEEN REMICROFILMED TO ASSURE LEGIBILITY .... it--~- ii ii \L__J/ ~~~~. .,,.,- .~ a ,~ r ~~ r ~a ^ it r li it li Y ~i ij w w t~ .,i h !i !q ,, ., w it a w :t mr TABLE 12 CITY OF ATLANTIC BEACH WATER PLANTS PHASE II IMPROVEMENTS PROGRAM Item Deecriotion Estimated 1987 Construction Coat 1 Install new vertical turbine pump in Well No. 1 at Water Plant No. 1 f 20,000.00 2 New chlorinator room, ton rylinder handling and storage facility and chlorination equipment and controls at Water Plant No. 1 f 64,000.00 3 Construct new operations building wf th four 1,000 gpm pumps, electrical, and instrumentation panels, office and laboratory apace, and related work at Water Plant No. 1 (370,000.00 4 Furnish and install a new 200 kW emergency engine generator with automatic start and transfer switch in new operations building at Water Plant No. 1 f 41,000.00 5 Site paving and miacellaneoua ; 25,000.00 Subtotal, Est. Construction Coat f520,000.00 Contingencies at 10% f 52,000.00 Total Eat. Construction Coat (572,000.00 Engineering, Pield Investigat- ion, Construction Administra- tion and Miscellaneous ; 58,000.00 TOTAL PHASE II FROGRAM COST ;630,000.00 V-14 r ~~ 0 iA ml it fm II r it a Y 1~ W .~ {~ i~ iJ ,J ,q ~~ 1 i/ ~y Pl 17 A 1i rl !B I ~i li w i 19 The Phase I Improvements Program in Table 11 estimates that the moat critical maintenance and improvements items at both water plants to provide firm, emergency capacity and improved aesthetics (a good neighbor) can be accomplished within the current nvailable funding of f270,374. Item 1 of Table 12 which provides for the installation of a new vertical turbine pump in Well No. I at Water Plant No. 1 could be included in the bid package and bid ea an alternate in the event bids come in below the above construction cost estimates. V-13 a 3 ~ :, 9 '~ 7 ~ r j ~1 ~~ 7 j ~ i '' 3 w 1 i W ii ry~ `~ '1 i .a ~ s s i i , ~~ i t3 [ tY i ~~ j w t ~ ny a w i M Item Deacriotion Hatimated 1987 Constructio C t T Install two new power n os ventilators in east wall of plant operations building for improved ventilation at Water Plant No. 2 f 4,500.00 E Construct new gas chlorine ton container handling and storage facility complete with hoist, Chloro-Scale, leak detectors and auxiliary equipment at Water Plant No. 2 f 20,000.00 9 Construct a new auxiliary generator building common to the chlorine cylinder handling and storage facility in Item No. 8, end furnish and install a new 200 kW electric generator set with automatic transfer switch at Water Plant No. 2 f 52,000.00 10 Install three new 1,000 gpm high service pumps at 140 feet TDH and connecting piping including exterior 12-inch diacha rge line at Water Plant No. 2 f 42,500.00 Subtotal, Hat. Constr. Cost f206,500.00 Contingencies at 10% f 20,650.00 Total Sat. Construction Cost (227,150.00 Water Plant Investigation Report f 5,950.00 Engineer, Field Survey, Construction Administration and Miscellaneous f 27,300.00 TOTAL PHASH I PROGRAM COST !260,400.00 V-12 TABLE 11 CITY OF ATLANTIC BEACH WATER PLANTS PNASE I IMPROVEMENTS PROGRAM Estimated 1987 Item Descriotiou Construction Coat 1 Install new isolation and control valves, air compressor . system, and reservoir control system at Water Plant No. 1 f 20,000.00 2 Undesignated improvement to existing valves, controls and equipment at Water Plant No. 1 E 10,000.00 3 Build new fence and plant shrubbery B Water Plant No. 1 per City's Agreement with Selva Lakes f 14,500.00 4 Modify slat trey and cascade aerators and add forced draft fans to mitigate odor problems at Water Plant No. 1 f 12,000.00 5 Dewater, clean, strip and repair surface, and replace protective coatings in the interior of the two water storage reservoirs (5,000± square feet each) at Water Plant No. 1 f 25,000.00 6 Install new back-up V-notch automatic gas chlorinator, upgrade water supply piping to chlorinators, and install new normally open solenoid valve at Water Plant No. 2 f 6,000.00 V-11 y.. i Project Phasing The improvements recommended to the City's two water plants are ~ of varying priority and urgency. Certain items such as the :~ control valves at Water Plant No. 1 and the solenoid valve on the gas chlorinator feed line at Water Plant No. 2 should be Im performed ea soon as money can be appropriated as maintenance .~ items. Other items are of less urgency and can be phased sa improvements money becomes available. r The City has been budgeting improvements money for the past ~ several years in anticipation of scheduling major improvements at the two water plants. It is understood that a total of 5270,374 'y of uncommitted funds carried over from the 1985-86 FY Budget and :{ included in the current budget are available for immediate improvements at Water Plant Nos. 1 and 2. A Phase I Improvements v Program has therefore been developed which is considered t attainable with the uncommitted funds. The remaining improvements are outlined in a Phase II and Phase III w Improvements Programs. These programs ere detailed in Tables 11, 12, end 13. i ~ t W i 1 1 i ~ t j .1 i '~ 1 .R '~ ~ ii i t ~ ~1 al ii i ~ i t . i A V-30 \ ~ ~' Z \ \~ ~4 ExIGTING \ \ RESERVOIR \ \ r ', 1~A XILIARY GENERATOR 3I z wl w ELL W 3 ~ " ANC WELL NGOSE O 1 ACROSS GOLF GOJRGE TMENT PLANT N0.2 EXHIBIT 6 I I FUTURE RESERVOIR I i I . ~ .. EzISnND OPERATIONS BUILDING II m~ -i I ---~-- ~f1C. .. FIRE HYD y 12" T ~ WE! 4NCtI`E f I NEW CHLORINE STORAGE FACILITY -~ RECOMMENDED IMPROVEMENTS WATER TREATMENT PLANT N0.2 SCALE: 1'+30' it ~~-______6_RW ___. -r-NEW AUXILIARY GENERATOR f ~_. A i# y rj r ;~ r t r ,~ . >. e.. ~ . ,~ u .. 1 r~ ti Id ~f it ;• PC )! ^ i ~. 4 \ 9 f \ . r ~./~ 1 `\ I ~ ` , ~ ` ~ I ~ \ A I 1 1 I ' I 1 -----~ ~;i i L Nn3 WELL HOUSE O ~ ACROSS GOLF ~ COORGE TO MAY PORT READ i6_ 24' _ ~_ -_ _ _ ~ / }= ~~~ -~ r ~1~I Connelly ~ Wid l~y -D ~9. EXHIBIT 6 TABLfi 30 CITY OF ATLANTIC BHACH CONSTRUCTION COST HSTIMATHS WATER PLANT NO. 2 IMPROVEMHNTS Estimated 1987 Item 1 2 3 4 5 Description Construction Cost Install new backup V-notch automatic gas chlorinator, upgrade water supply piping to chlorinators, and install new normally-open solenoid valve Install tuo neu power ventilators in east wall of plant operations building for improved ventilation Construct a neu gas chlorine ton container handling and storage facility complete with hoist, Chloro-Scale, leak detectors and auxiliary equipment Install three new 1,000 gpm high service pumps at 140 Peet TDH and connecting piping including exterior 12-inch discharge line Construct a neu auxiliary generator building and furnish and install a new 250 kW electric generator set with an automatic transfer switch Subtotal, Eat. Construction Coat Contingencies at 30X Total Hat. Construction Coat f 6,000.00 f 4,500.00 f 20,000.00 s az,soo.oD f 52,000.00 E125,000.00 S 12,500.00 f137,500.00 V-9 r + storage facility will have dimensions of about 13 feet by 19 feet. ~ The flow projections for the City's Water Plant Nos. 1 and 2 ~ service area indicate a need to provide a firm capacity of 4,000 IIpm at Water Plant No. 2 prior to Year 2000. This calls for the v installation of the three additional pumps resulting in five :1 1,000 IIPm high service pumps at this plant. The single 76-foot square ground atoraIIe reservoir provides an effective water ,m etoraIIe volume of over 500,000 gallons. Well No. 3 at this plant .+ is reportedly capable of producing 5,000 gpm. If this ie matched with the high service capacity of 4,000 gpm, the residence time in the reservoir will be 125 minutes or slightly over two hours iq at the deeigr. peak flow rate. This represents a residence time + of over Your hours at the design maximum daily demand rate for this plant of 2,000 gpm for Year 2000. w Long range planning in 1977 indicated that Your 76-foot by 76- foot water storage reservoirs could be constructed efficiently at ~~ the Water Plant No. 2 site. From s maintenance and an operatinII flexibility standpoint, it is desirable to have a minimum of two '1 reservoirs (redundancy). However, with Water Plant No. 1 remaining in service and upgraded so that it can meet moat demand ~'~ conditions in the service area with this reservoir down for '1 cleaning and/or maintenance, there does not appear to be a compelling need for a second reservoir within this planning a horizon. ,y The estimated construction coats For recommended improvements to a Water Plant No. 2 using 1987 construction cost levels are shown in Table 30. t ~7 !i ii "! A , w V-8 r er - , plant. The hydrogen sulfide odors generated by the slat trey aerator at the aster storage reservoir should, therefore, not be r s significant problem in the foreseeable future. The valves, piping and the reservoir structure are in good condition, and ° there is no apparent need for improvements. r Problems noted at this plant include undersized eater supply ~/ lines to the gea chlorinator, a normally-closed solenoid valve on the gsa chlorinator diffuser line, a single gas chlorinator, w inadequate ventilation in the plant operations building, and en ,~ undersized roll-up door for vehicle entrance into the pump room. The chlorine room uas also designed for the use of 150-1b. w cylinders in the room. The plant operators have installed a ton chlorine container along the neat wall of the chlorine room end + run a gas line through the cell to the existing chlorinator. They feel that 150-1b. cylinders ere too small, end that they -~ need to standardize on ton chlorine containers at all of the City ~} utility plants. i~ Correction of the problems in the chlorination system should be _~ completed in the near future. These should include the installation of a new, backup 300 lbs./day gas chlorinator, the reaizing and replacement of the water supply lines to the ' "~ chlorinator, end the replacement of the solenoid valve on the '; chlorinator discharge line to a normally-open valve. The ', ventilation problems resulting from heat build-up in the summer . ~! with the two high service pumps and motors operating can be + mitigated by installing thermostatically controlled, independent power ventilators in the openings of the two 2-foot by 4-foot + adjustable louvers in the east wall of the building. These power ventilators can drew from the three louvers located at the top of ~ the north end south walls and from an open roll-up door at the west en3 of the building. fiach of these ventilators should be -~+ designed for about three air exchanges in the building per minute. Independent operation of the ventilation fans allows operator control for seasonal changes and different activities ;~ within the operations building. ' ~ There are no easy solutions to the undersized roll-up door in the .~ operations building or the apparent need for s ton chlorine container storage and handling facility. A larger roll-up door '~ at the seat end of the building in place of the existing regular door would not solve the current problem. Nith all Five pampa + and their piping installed, there will not be adequate •a unobstructed space to bring a vehicle or a portable A-frame in ' from the east end. The City's staff must therefore live with the ,y 6-foot wide roll-up door. The purchase of a small portable A- ~ frame suitable for handling the pumps and motors inside Lhe building should be investigated further. Similarly, a new chlorine container handling and storage facility can be ~ constructed along the south side of the operations building ^~ separated by a walkway. This chlorine container handling and V-7 N A ;. r Table 9 assumes that City forces will remove the retired pumps, equipment, and panels, and perform the required interior work to ~ convert the existing operations building into an efficient stor- age building. The chlorine room can be utilized for separate ~ storage of flemmables and toxic chemicals. The interior wall of the office next to the pump room can be removed to provide a V large open space or retained for the installation of shelving. The Contractor will demolish the old storeroom and construct the new chlorine facility et that site. A second automatic W chlorinator will be provided, and the existing chlorinator fully inspected and maintained prior to moving it into the new chlorine ~ room. `~ Water Plant No. 2 ' This is a relatively new water plant constructed in 1977 end a planned for the installation of five 1,000 gpm pumps or a firm .~ capacity of 4,000 gpm or 5.76 MGD. An engine drive has been provided on the Jacuzzi pump installed in Well No. 3, A Ford ,i diesel engine drive has been provided on one of the two 1,000 gpm ~ high service pumps installed in 1977. If a second diesel engine drive had been planned for one of the fu ture 1,000 gpm pampa, the high service pumping capacity at the two water plants of 5 000 'a gpm or 7.2 MGD would provide for maximum , daily demand and a 1,500 '1 gpm fire flow during a power failure. A 1,000 gpm power outage, service pump capacity at Water Plant No. 2 with 3,000 gpm :s capacity at Water Plant No. 1 (e total of 4,000 gpm or 5.76 MCD) ~ during a power outage is less than the desirable capacity for a municipal system. u t The existing plant operations building does not provide space for an emergency generator or a second engine drive, except en engine could be crowded in at the Pump No. 5 position next to the '~ office. This approach would require special attention to i] ventilation near the engine, and since a knockout panel for the engine waa not provided in the slab, engine support and isolation ii moat also be addressed. A second option would be to provide an ~,~ emergency generator, at least equal to that proposed for Water Plant No. 1, installed in a new building along the east or south i aide (combined with chlorine storage building) of the plant operations building. This generator has the advantage of r~ operating the lighting, controls and chlorinator as well as the service pumps at the plant. The separate building would isolate noise of the engine-generator option from the operations ,y building, and effective 'ventilation could be designed into the generator building to dissipate the heat. .1 ~ This plant site is large and, presently, rather isolated from development due to the Selves Marina golf course on its south and east aides and raw acreage on this north side. Development along ~ Lhe west and north aides will be commercial with a low a probability of any residential development contiguous to this V-6 A ~a r r 1 w w t I r t i ', sa W I ~ I '~ t :a '~ { ;~ 'i '1 j it 't y i i , ~a i ~ .a ~ i i w i ~ s y1 3 1 TABLE 9 CITY OF ATLANTIC BEACH CONSTRUCTION COST ESTIMATES WATHR PLANT NO. 1 IMPROVEMENTS Item Deacrivtion Estimated 1987 Construction Coat 1 Install vertical turbine pump in Well No. 1 f 20,000.00 2 Install new isolation and control valves, air compressor system, and control system for reservoirs f 20,000.00 3 Modify slat tray and cascade aerators and add forced draft fans to mitigate odor problems S 12,000.00 4 Dewater, clean, strip and repair surface, and replace the protective coating in the interior of Water storage reservoirs (5,000• square feet each) f 25,000.00 5i Construct new operations building with four 1,000 gpm pumps, 200 kW emergency generator, electrical and instrumentation panels, and office apace, construct separate chlorine room and tan cylinder storage and handling facility, end miscellaneous site work. fs00,000.00 6 Undesignated improvements to existing piping, valves, controls and equipment (allowance) f 10,000.00 Subtotal, Hat. Construction Cost f587,000.00 Contingencies at 30% f 59,000.00 Total Hat. Construction Cost 5646,000.00 i8ee Table 12 for further breakdown of these costs. v-s -CHLORINE STORAGE o ^ RESERVJIR O9~a 49' I I I ^ o I I 1 1 LCL2 ROOM i I I ^ ^ AERATOR i ( y I IBiIB~ I 1 O I I I ^L I I IN ~___________ _ _______J ' ~-~A~ ~~~~~ II I a OPERATING I p9 DING T 4~~ BYP45$ ~~ ~ i" ----- ti -~ ~ ~ ~` _ o r--------------------I ~iN 1~ I I o I I I I I I I WATER TER ( I I ^ ^ I I 5~-P~ RT TO I RESERVOIR ^------G I 49245 AERATOR I I~ E ROOM I ~~ I a______„ J'" ~ ^ ^ I I ~ /~~ I I I I I I , L-------------------~ / /4 P ~ 1 1 /4/ [ ( i l 1 1- y 1 1"~20, E%MI~IT 4 8CALE: I 100,000 GALLON ELEVATED i4NK _ I ^ ^ AERATOR j S IRiIB' I ~ ~ I I I L_____________ _______J I { PL 4NT OPERATING I I ~ BJI~~01NG ~ 1Iti T 12" BYPASS IN ~ I •~ l __ ' i__________________ _ - ~~ Imo{ ~ ~' ~ l'$ I I I , l 4 Ili I - VENTI.FI FLOW METER 1 l I ^ ^ ~ I CONVERT TO R VOIR I R4 n ~ STORE ROOM I ~ 94 ~ j p ERI ' ;. ~ __ T ~ [~~(~-i flECO1AMENDED IMPROVEMENTS WATER TREATMENT PLANT No.1 SCALE: 1"~20' -._~-- - - -. ,-~ _ ~,~ i ` I ~i i _ ~ ` IIN IN I f ` I ~~ j,__ 1, ~=-- ~N i WATER i ___q 1 1TOP j 12.y~ 5~~ L T~ a i ~/ /4 4 4/ 1~~ / ,~~ V~J ~ .c.,1,1,~P~F CiOfNI/~~7Q ury~~ EXMI~IT 4 ~. r ~ one 750 gpm pump. A 30 EP auxiliary engine. generator is located next to the west reservoir. This auxiliary generator can manually start one oY the service pumps, but is not adequate for ~ current plant needs. A manual, well-mounted gas chlorinator hea 4 been installed ea a back-up- to the automatic chlorinator, but without the standby generator operating automatically, the r finished water is not chlorinated during a power failure. The ~ chlorine ton container storage area needs improvement for long '~. term, safe usage. The building was initially constructed in 1955 ~ and remains structurally sound. i 'i Exhibit 4 shows the construction of a new operating building with approximate dimensions of 36 feet by 52 feet. This building will '~ house four 1,000 gpm high service pumps providing a firm capacity ~ of3,000 gpm with one pump out of service, a new 200 kW auxiliary generator, motor control center, instrumentation, and ,y office/operator apace. A new, separate chlorinator room end s ~~ chlorine cylinder handling and storage facility can be ~ constructed near the existing store room, end the existing ~; operating building can be converted to an expanded meter shop and storage apace. In line with recent recommendations, most of the ~ ~~ water system parts could be moved to a central inventory control i 7 center and only expendable parts for meter repair and other nee s 3 N at the plant would be maintained on site. The pump discharge i! line will be connected into the 12-inch finished water discharge line ahead of the existing venturi tube flow meter installation u maintaining the current flow pattern. Per the requirements of the Jacksonville Electric Authority, the electrical service to ~ this plant will be upgraded to a 480 volt, three phase, four wire wye system. a 't Hetimated construction costa, based upon 1987 construction coat levels, for the recommended improvements program for Water Plant ~i No. 1 are presented in Table 9. f id 7 7 1 1 Aa V-4 ~ separately during a low demand period and the paint system inspected. Any concrete damage should be repaired and a paint ~ system approved for contact with potable eater applied. The critical factor is to schedule the work when each reservoir can be taken out of service for a reasonable repair period which permits dewatering and dryout of the reservoir prior to repairs, M surface preparation and the application of the new paint system. { An allowance should be budgeted for the repair of the interior surface with Duricell or other suitable grout prior to repainting y~ the interior. -~ Previous investigations in the City of Jacksonville have shown that the odor problems associated with hydrogen sulfide release `d through cascade and slat trey aerators can be mitigated by the ~ use of power ventilators and screened intakes properly positioned on the top of the reservoirs. This approach was further a beneficial in Jacksonville as a measure to reduce high dissolved j oxygen levels which were causing corrosion problems in the system. Hydrogen sulfide is released at the surface of the water ~ in the reservoirs end the power ventilators sweep out this { hydrogen sulfide allowing the release of more hydrogen sulfide until the level is very low. The hydrogen sulfide is diluted by the power ventilators preventing significant odor problems near '~ the plant even during a temperature inversion. Further, the '{ sweeping action of the power ventilators removes the hydrogen sulfide from the reservoirs practically eliminating sulfurous .f acid formation end, thereby, protecting the reservoir interiors. 1 As the area around this water plant builds up, it is anticipated ~ that odor complaints will become prevalent during hot still summer days. There have not been an unusually high number o£ ~' internal pipe corrosion reports/complaints in the City's system. Corrosion is expected in metal pipe, particulary in galvanized '~ steel pipe, end to a lesser degree, in older cast iron pipe. new ~] pipe is primarily PVC which resists corrosion. System customers generally expect some buildup of calcium depoai.ts and corrosion ,.,~ of fixtures in the salt water atmosphere of the beaches. With ,~ the interior paint system renewed in the reservoirs and an apparent lack of unusual corrosion problems, the driving force for modifying the aeration system at the reservoirs will be odor '° control. IL seems prudent for the City to proceed et an early -~ date with measures to mitigate this odor problem. Rather than performing radical modifications to the tops of the reservoirs, '~ the addition of power ventilators at the top of the aerator q structures and the enclosing of the top part of the aerators to create the desired sweeping action would accomplish the dilution 3 of the Hydrogen sulfide needed to substantially eliminate the ~ odor problem. The existing plant operating building is inadequate. The four existing high service pumps are crowded into a pump room intended A for only three pumps, and a standby engine is provided on only , V-3 w r r ' ~ alternate would still require standby power, pump controls, metering. and chlorination. r ~ The plant alternatives will be discussed in more detail below as each water plant is reviewed and improvements proposed. Y Water Plant No. 1 1 This older water plant has some elements that have obviously r served their full useful life, yet other units could serve the ~ City well for many more years. As indicated above, the two water supply wells have many more years of good service to the City ~- ~ remaining. Existing artesian head is utilized to discharge raw water into the gravity aerators. This natural piezometric head } has been gradually declining over the years, end in recognition ' of this, a horizontal centrifugal pump was installed on the new y well (Well No. 3) at Water Plant No. 2 when constructed in 1976. 1 Fortunately, the City has only needed to meet maximum daily ~~' w demands of 3.0 MGD of less to date, end with 850,000 gallons or ' ,} more of ground storage in the system, the raw water requirement during high demand periods has not been much more than 2,000 gpm '. ri on a 24-hour basis. Even with a significant reduction in the initial artesian flow rates of 2,146 gpm and 5,500 Spm for the ~} two wells at Water Plant No. 1, the residual flow rate can and should remain adequate over the immediate future. The experience 'a of the City of Jacksonville Beech during the spring of 1986 with ~} low artesian flows in their wells indicates that it would be prudent to install a pump on at least one of the wells. This ,4 should be a vertical turbine pump set at about 40 feet below land :~ surface. If installed in the 12-inch well at Lhe plant, the standby generator proposed would ensure adequate raw water in the event of a power failure. ~i 'y It was noted that the 12-inch level control valves at the ground storage reservoirs end 12-inch manual isolation valves were .t deteriorated or not present. These valves are critical to the r~ operation of the wells and storage reservoirs, and need immediate attention. Mr. Jack W. Meadors of Meadors Construction Company r} recently investigated this situation end his recommendations were presented in his May 4r 1987 letter (See Appendix). We support ~~ Mr. Meador's recommendations, and recommend that the other ~ underground valves et the plant also be inspected during the valve replacement work. Plant operators report problems with the interior paint system of :i the two reservoirs. Thies paint system serves to protect the ~ concrete surfaces in the upper exposed portion of the reservoir. Hydrogen sulfide gas is released at the water surface and combines with moisture to form sulfurous acid. This acid reacts i7 with the lime in the concrete gradually eroding the surface, when ~ ~ the concrete is exposed. The reservoirs need to be taken down ,a V-2 !1 r RECOMMENDHD IMPROVEMENTS PROGRAMS - The preceding sections of this report have described the existing condition of Water Plant Nos. 1 and 2, analyzed current and ~ future demands, and discussed weaknesses of the two water plants. :} Alternate improvements programs will be developed herein designed to meet Year 2000 water demands in the moat coat effective ay manner. Certain decisions, however, will necessarily be deferred ,~ until a detailed analysis of the water transmission and distribution system hea been made. This can be performed during the final water plant design process, if not completed earlier, 'i and appropriate decisions made at that time. i Overall System Analysis W i~ Year 2000 water demands have been projected se 2.315 MGD on the average, 4.705 MGD on a maximum day, and a peak of 9.924 MGD .a (6,892 gpm). This analysis assumes the City's water transmission ~. „ system is capable of moving water through the ayatem in conformance with the future design capacity of Water Plant No. 2 „ (4,000 gpm firm capacity) and the upgraded capacity for Water Plant No. 1 which xould be in the range of 3,000 gpm. The ~1 project scope proposes a consideration of retiring Water Plant No. 1 end expanding Water Plant No. 2. This alternative would .J require significant strengthening of the City's water 1 transmission end distribution system because Water Plant No. 2 is located near the northern boundary of this service area, and high a demands must be met for commercial accounts in the Far southern and southeastern sectors of the service area along Atlantic ~~ Boulevard and the oceanfront. '~ Another water treatment alternate would be to convert Water Plant t9 No. 1 to a ground storage/repump facility which would operate only during high demand periods. The only significant changes at ,~ Water Plant No. 1 under this alternate would be the retirement of ~,~ the two existing uella and the two aerators, and the installation of a new reservoir fill line off the distribution ayatem with new operating controls. Water supply wells have a service life of 40 and more years with minimal maintenance. The two walla at "~ Water Plant No. 1 therefore have a large number of years left, and their only apparent limitation is the steady flow decrease ~~ expected as the natural artesian head continues to decline. -~ There is a need to install pumps in the wells to ensure adequate raw water quantity in the future to meet growing demands during ~ high usage periods. Likewise, the aerators are not a large ~ maintenance problem. Actually, this report proposes modification to the aerators, and the use of force draft ventilators properly positioned on the top of aerators to reduce odors in the immediate plant area by dilution with outside air. This A f V-1 r i n If the average daily water demands shown in Table 5 for the Years 1984 and 1966 beat represent current and projected caster demands, w the per capita water demand will be about 180 gallons per day per person. For the City areas within the service area for Water Plant Nos. 1 and 2 but excluding Section H, the projected Year 2000 population is shown as 8,500 in Table 3 which represents a ~ design average daily flow of 1.530 MGD. Table 6 reflects a 3 '/ maximum day demand of 194.4 percent for Year 1986 which has been 1 rounded to 200 percent for design purposes. An analysis of peak 9 W demands based upon information supplied by the City's plant :~ operators indicate peaks in the system have been in the range of 4,500 gpm which represents a peak rate of approximately 400 percent of the 1.614 average daily flow experienced in Year 1986 j ~M . ~~ Table 8 provides a projection of water demands for Section N and i +i the remainder of the service area for these two water plants. The av d il d erage a y an maximum day demands for Section H are ae ' „~ ahoun in Table 7 and, were taken from the Section H report recently prepared by others. The peak water demand rate was also ,J taken from that report and represents the maximum day demand plus !f a fire flow demand of 1,500 gpm (2.160 MGD). When these are added to the water demands for the other City areas in this service area, Year 2000 water demands are expected to reach 2.315 ' 1JI MCD on the average with maximum day demands reaching 4.7 MGD and ~f peak demand periods requiring 6,500 to 7,000 gpm. As a reference, the current system hsa s firm capacity, counting !J discharge of the elevated water storage tank at Water Plant No. ;1 1, of about 4,500 gpm. ,~ TABLE 8 ' CITY OF ATLANTIC BEACH PROJECTED YEAR 2000 WATER DHMANDS .1 3 t 11 Other City ? ;~ Section "H" Areas Total i= Average Daily Flow (MGD) 0.785 1,530 2.315 ~ J Naximum Day 1.645 3.060 4.705 ~ (MCD) i j ~ Peek Demand 3.604 6.120 9.924 1 (MCD) ~ Peek Demand 2,642 4,250 6,892 (CPH) ,~ .J ^ f IV-7 s i y 1 of A comparison of water use measured by meters in the system and ~ billed and water produced and distributed from the two plants can a be obtained for Year 1986 from Tables 4 and 6. The total water ! - billed during 1986 was 547.82 million gallons versus 589 million 'i gallons measured as produced and distributed by the two plants. 3 This difference of 41.2 million gallons of unaccounted for water ~ is T.0 percent of the water produced. In the industry, any '1 unaccounted (lost) water less than ]0 percent is considered acceptable. This water loss can include unmetered water for City ;~ uses (moat city uses are metered), period. flushing of lines in system, some joint leakage and line breaks, inaccurate individual ~ meters, end other undefined losses. ' "y The City's consultant for Section H developed current and ~1 projected water demands for that area. Their water use criteria ~ were 350 gpd/unit for single-family homes, and duplexes, 235 .a gpd/unit for mobile homes and multi-family unite, 1,200 gpd/acre ~~ for commercial property, and 2,500 gpd/acre for industrial land use. They projected an increase in dwelling unite from an estimated 406 units in Year 1986 to 1,494 dwelling unite in Year :~ 2000, and an ultimate saturation of 1,900 dwelling unite. The j ~~ 39.1 acres of commercial and 58.7 acres of industrial land was projected ¢s being fully developed in Year 2000. Utilizing the '~ above criteria, current and Year 2000 average daily and maximum t '~ daily flows are projected in Table 7. ~. ,J TABLH 7 tl CITY OF ATLANTIC BHACH ' SECTION H AREA ~ CURRHNT AND PROJECTHD YHAR 2000 WATHR DHMANDS ~~ (Gallons Per Day) 11 Average Daily Flow Maximum Daily Flow !3 Hxiating Domestic ~~ Demand 126,300 284,200 i# Projected Domestic Demand 465,400 1,047,150 ~ Commercial Demand 46,900 93,800 ~+ Industrial Demand 146,750 220,125 M TOTAL PROJECTHD USH ~ 785,350 1,645,275 e ^ i IV-6 w A ^ r~- r a TABLH 6 1 CITY OF ATLANTIC BHACR r 1986 WATBR PLANT FLOW DATA j p ' MGD Day Min Date MGD Max. Der Date MGD AveraIIe MG Mo. Total 4 . January 1.9819 1/09/86 3.1373 1/29/86 1.3613 42.2010 Y February 0.9985 2/12/86 1.1121 2/15/86 1.1920 33.3755 4 March 1.0036 3/15/86 7.5763 3/02/86 1.3493 41.8273 April 1.54]6 4/22/86 2.4163 4/27/86 1.1668 35.0041 ~ May 1.3536 5/21/86 2.7424 5/03/86 2.1984 68.1496 ~~ June 7.3358 6/03/86 2.5219 6/29/86 1.8531 55.5943 July 1.1632 7/06/86 2.9957 7/21/86 2.0441 63.3660 .r AuIIuat 1.5028 8/30/86 2.2517 8/11/86 1.8082 56.0557 September 1.4662 9/11/86 2.4017 9/29/86 1.8144 54.4324 ~ October 1.3264 10/30/86 2.5152 10/06/86 1.7703 54.8798 November 1.3342 11/O1/86 1.6693 11/10/86 1.5540 46.6192 ~ December 0.8247 12/21/86 1.7187 12/04/66 1.2095 37.4949 ,' AveraSe 1.2460 2.2732 1.6137 49.0833 9998 588 }~ Total 14.9525 27.2786 . Min Mo/Av8 Day => 51.11% 12/86 ;4 Max Mo/Av8 Day => ]99.42% 01/86 '~. Note: Min imum and maximum days base d on sum oP both plants. ~{ ~~ IV-5 n~ 9 ~. :': ~ , Y f a ~~ N a Y ~~ ~ w ~~ ij ~a ~~ i .9 :i :1 .a ,q i ~~ :# r9 a ,~ ?m mt ie-_ ..., TABLE 5 CITY OF ATLANTIC BEACH HISTORIC WATER PLANT FLOW DATA (in thousands of gallons) 1981 FY 1984 FY 1985 1986 January 28,887 43,000 57,610 42,201 February 32,740 41,902 46,975 33,376 March 41,429 46,365 59,205 41,827 April 47,915 45,984 59,882 35,004 MaY 72,410 58,604 68,808 68,150 June 74,576 59,242 73,275 55,594 July 48,399 59,887 65,721 63,366 August 39,968 64,972 55,670 56,056 September 47,383 53,616 56,191 54,432 October 47,192 53,819 49,225 54,880 November 49,679 44,818 41,897 46,619 December 32,740 46,082 41,828 37,495 Totals 563,318 608,206 676,286 589,000 W.P. it 453,284 452,903 379,457 467,807 N.P. #2 120,074 155,275 296,829 121,193 ADF 1.543 MCD 1.666 MGD 1.853 MCD 1.614 MOD IV-4 ~ L Om[-ggr+Ob F:(1n10ngmq FONN Nmbq Pm gn1pFOF NP ^F gCJ m:(l^Oggl~lnONqOm R 4 p P n P b N n n N n N N n n n P g N {~i m n N P N^ Q4 ~ N ' ~ L d ~ g q P b m q n q O b^ m q NY ~ n N b n^ ~+ m b g m^ N i~ rh ti~rr.mq^~q..00~.-: .+.m-: .^i ~.P-. 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Water demands for the calendar year of 1986 taken from the City's `i billing records are summarized in Table 4. These billings `i represented an average of 3,192 customers, and average daily water demand per customer was calculated sa 471 gpd/customer. -.~ This includes commercial customers which averaged over 2,600 ,4 gpd/customer, and residential unite that averaged leas than 200 gpd/unit to over 400 gpd/unit. forlthe presents monthly flow data maintained at the water plants 14 years of 1963, 1964, 1985, end 1966. Table 6 presents maximum, minimum and average daily demands for each month in '~= 1986, and reflects a maximum day of about 200 percent of average .3 daily flow (ADP) and a minimum day of about 50 percent of ADF. The flow data in Table 5 show the effects of rainfall and dry ,~ Years. Both 1984 end 1985 annual water demands were greater than .:4 that for 1986 even though the number of customers hea steadily increased. This can be attributed to higher irrigation water use ~~ during the dryer years with Year 1986 considered more of a normal/average year. N ti 4 w s 4 IV-2 w ,~ r g PRESENT AND FUTURH WATER DEMAND This investigation is concerned with two growth factors and how they impact the location and capacity of the water treatment plants. The ultimate buildout of the service area for these two plants, including Section N, eatablishea the ultimate water demand within these service area boundaries which must he met by one or both of the water plants. Second, water demands for a reasonable design period, say to Year 2000, need to be established and will serve as the basis for early action by the City to meet foreseeable, near term needs. These are discussed generally in this report section. :~ Population t The 1980 U.S. Cenaua established a City of Atlantic Beach 1980 ,a population of 7,847 within the city limits. Due to the purchase ! of the Buccaneer water end wastewater systems and no changes in i planning for the original service area, the area of Seminole Beach generally north of 20th Street which was annexed effective ~ the first of the year will remain within the service area of the !! Buccaneer system. The eater service area for Water Plant Nos. 1 and 2 will, therefore, remain basically the area south of 20th ! Street which includes the original corporate limits of Atlantic ~' Beach, and Section H where a large part of the future growth will occur. ' The City of Jacksonville Planning Department estimates that ;Y Atlantic Beach grew at a rate of one ercent people from the Year 1980 to the Year 1995.pei TheumBureau0of ~! Business and Economic Research at the Uriveraity of Florida has i! estimated a growth rate of 2.23 percent per annum from Yeer 1985 to Year 2000 to a total estimated population of 12,533 by Year _! 2000. The consultants investigating Section H found that housing ,a starts in that area were occurring at rates greater than Yive percent per annum. If population projections by the City's consultant for Section H are accepted and an ultimate population i of 8,500 for the remaining city area served by these two water n! plants is assumed, the population to served by Water Plant Nos. 1 end 2 can be approximated ae shown in Table 3. y ~ IV-i • ' i w .~ a into the existing 18" by 12" tee. As shown on Exhibit 2, the 18- Snch cast iron plant discharge line connects to a 24-inch tee ~ with 24-inch and 16-inch tranemisaion mains leaving the plant site. Water Plant No. 2 was provided with a Wallace k Tiernan Model V- r 300 automatic, V-notch, gas chlorinator and was planned for the ~~ use oP 150-1b. cylinders installed in the chlorine room. The chlorinator introduces chlorine into the auction line of the pumps. The City's staff has connected the chlorinator to a ton ,1 container located at the entrance to the operating building alonII the west external wall of the chlorine room, and piping ie brought through the wall to the container. City operators ~ indicate that this chlorinator does not operate during power a failure because a normally closed solenoid valve wsa installed on I the chlorinator line rather than a normally open valve which .r would allow flow during a power failure. The high pressure water " .' from the discharge side of the pumps could easily draw and ~.. introduce chlorine into the low pressure suction line. The City tii operators are concerned, however, with corrosion dnmage to the '. ' pump impellers due to the chlorine introduction at this point. ~, Another concern could be air introduction into the aucticn line, '. but this would be mitigated by the vacuum primer valves. The '~, ~~ greatest concern with the chlorination system appears to be !1 undersized water supply lines, which go down from 2-1/2-inch to 3/4-inch, and, the operators advise, limit chlorination to a I2 maximum rate of about 120 lbe/day. t The plant operations building was constructed of concrete block with stucco exterior finish. The roof is constructed of 8-foot ~~ by 24-inch precast double tees with an aggregate, built-up roof `~ far weatherproofing. Adjustable louvers were provided in the ' east wall of tF.e building eight inches off the floor and in the :f south and north ceilings in three of the double tee openings. 1 Glass is provided in the other double tee openings and in the door at the east wall to provide some natural light. The City's ,~ staff advises that the ventilation is inadequate in the summer . ,g with the two electric motors operating. The two 2' by 4' louvers ' near the floor give limited ventilation, and power ventilation ' would be desirable. In addition, the 6-foot roll-up door is too ~ narrow for backing City trucks into the building to load pumps, `~ motors end other equipment conveniently and efficiently. .~ Mater Plant No. 2 is an excellent plant and only requires some ,~ minor modifications to improve operation. These will be discussed further in a later section of this report. h m/ III-7 w r s Well No. 3 wss constructed et this site in June 1976. This 18" x 12" well wsa cased to 1,000 feet into the top of the Ocala Limestone and drilled to a total depth of 1,300 feet. At °+ completion, the well was rated at 5,500 gpm with artesian flow. ,1 The horizontal Jacuzzi pump was installed to deliver a minimum of 4,000 gpm into the slat tray aerators at an elevation of 12 feet y above existing grade. This was apparently not assured at the 1 time of well completion, and certainly cannot be assured in the future as the natural artesian pressure (piezometric head) N continues to decline with increased upgredient withdrawals. 1 The slat tray aerator for hydro3en sulfide removal is identical to the aerator installed on the second reservoir at Water Plant 'd No. I. The reinforced concrete ground storage reservoir et Water 1 Plant No. 2 has a total capacity of about 566,000 gallons and nn effective capacity of over 500,000 gallons. This high level of u effective capacity results from the construction of a depressed / sump for the pump suction with a turned down suction line and flare which significantly reduces the vortex effect at the ~ auction. If care is taken, the reservoir can be completely drained by the service pumps (reduced pumping rates). The I reservoir at this plant has gravity vents through the top slab for air movement. The original interior paint system should ~~ still be in good condition. The auction line from the existing reservoir is 12-inch cast iron a pipe. This connects into nn IS-inch cast iron header line which / extends into the plant operations building. The auction line ie installed in a trench below the floor and provides tees for Chree ~ future pumps along with the two tees for the existing pumps. The auction line progressively reduces from the initial 18-inch pipe '4 size to 14-inch at the second existing pump and third future pump with a blind flange at its terminus. A chlorine diffuser is ~i installed in this suction header line at a point near ite ~ entrance into the building. A vacuum primer system is provided with primer valves at the high points of each pump suction line i! to bleed any air collected out of the line. ~y The two Weinman horizontal split case pumps installed have e rated capacity of 1,000 gpm at 140' TDH (60.6 psi) end a pump '~ shut-off head of 200' TDH. They are driven by 50 HP, 480 volt, y 1,800 rpm electric motors, and the second pump also hsa a Ford diesel engine auxiliary drive. Ten-inch blind flanges are :~ provided on the auction .header and knockouts provided in the ,y floor slab for the three future pumps. These are sized for the addition of 1,000 gpm pumps with a suction velocity of about 4.0 y feet/second. Although higher auction velocities could be accepted resulting in an increase in pump capacity, this is not desirable end should be avoided. Future pump discharge lines will break through the north well of the building and a new 12- inch cast iron discharge line will be installed along the north !~ aide thence the west side of the operations building to connect III-6 a A .~< \ ~ 1 ` Z \ 1fp`'~a1 r E%ISTING \ RESERVOIR \ 1 A 1~ 16" RW ~~~~~~_~-~~~~~~~ ~~ 1 WELL Na3 AND WELL NGUSE Q 1 ACROSS GOLF COORSE / ~~~~~~~~~~~~~_ 2~~~~~~~~~~. NG SITE PLAN TMENT PLANT N0.2 EXHIBIT 3 f ~_ Y k ~- ~v eS: ... ~ i I I FUTURE RESERVOIR I I I I I -------~ EXISTING OPERATIONS BUILDING I I~ m FIRE F %ISTING RESERVOIR T ' ~. II 31 ~I ¢I ~I~ ~%_~~ I I Il II ~~-~~~~~ 16~RW ~~_ ^I I ~~I I ~y~~ 2<, EXISTING SITE PLAN WATER TREATMENT PLANT N0.2 8CAl E: t'-90' WE pNl ,, ~~ a ~9 r~ 11 q r a 'a a :~ ~~ ~. 18 t~ I! r~ !9 li 17 s •e Me li u~ ;, f \ \ s z \. i I \ I \ I I A 11 1 ._____~ ~~ ~i -~, LL Nn3 'NCLL NOUSE O 1 iCROSS 60LF TG MAT PORT COURSE - -~ ..IIXXV+ r~~,~~ comely a wic `111 ~ EXHIBIT 3 t- I a TABLE 2 ~ EXISTING UNITS WATER PLANT NO. 2 1 Item Descriotion Y !~ Well No. 3 Constructed June 1976 at plant site 18" x 12" well, 1,000' of casing, 1,300' total depth, y rated at 5,500 gpm. Horizontal 8 x 8 Jacuzzi .~ pump with Wisconsin engine drive Constructed 1977 - square 76' x 76' inside r Cround Storage diameter reinforced concrete reservoir f Reservoir Effective capacity of 500,OOOt gallons ~a Constructed 3977 - 4 wooden trays O 100 :~ Slat-Tray square feet each, total of 400 square feet et Aerator ]0 gpm/sq. ft. - Capacity of 4,000 gpm v ~~ Weinman Model SL1 horizontal split case pump, Service Pump Serial No. 6638U 1,000 gpm at 140' TDH with No. 1 shut-off head of 200' TDH, 1,750 rpm "~ 50 HP, 480 volt electric motor - May 1977 '! Weinman Model SL1 horizontal split case ,.~ Service Pump pump,Serisl No. 720520 1,000 gpm at 14U' TDH, ~ No. 2 shut-off head of 200' TDH, 1,750 rpm, 50 HP, 480 volt electric motor and Ford ~ diesel engine auxiliary drive - October 1977 Valve and Primer Corporation system Primer System Serial No. 12246 with vacuum primers at each ~i pump auction ~j Wallace ~ Tiernan V-notch automatic gas 4 Chlorination chlorinator with capacity of 300 lba/day gas System feed to pump auction header - Ton container located outside building ~ Outside dimensions of 52'-8" x 30'-8" with a '~ Operations chlorine room, combination office and Building laboratory and bathroom, apace for three ~ additional high service pumps, and 6 foot c~ width roll-up door 1'R - A ~ III-5 w ~. ! Wallace k Tiernan wall-mounted Model V-100 manual gas chlorinator as a backup system. The chlorinators were originally set up for ~ the use of 150 lb. cylinders located in the chlorine room. The ,~ City's staff has converted to one-ton chlorine gas containers which are installed in a shelter constructed along the north aide of the operations building. A Chloro-Scale hydraulic load cell f• provides weight data on the chlorine gas containers. The shelter '1 is adequate to protect the containers and operators from the weather, and overhead lifting equipment is available for handling of the ton containers. -lh is chlorine handling facility is .~ adequate but should be improved es part of a complete renewal and replacement program for Plant No. 1. ~ The 100,000 ' gallon elevated water storage tank at the wa ier plant site was recently repainted, and is reportedly in good condition. This tank rides on Lhe 12-inch discharge mein. A venturi tube for flow measurement is located in a box just upstream of the ~ elevated tank, and a circular, 24-hour flow recorder is installed in the office. The t2-inch venturi tube and discharge line are ,~ designed for the current peek water plant rate of 2,250 gpm and ~ could handle peak flows of up to 3,000 gpm (4.32 mgd). Water Plant No. 1 has a 30 kW generator which is undersized for ~ the needs of this plant. It can be started manually and will '1 start and operate one pump in a manual mode. It regularly blows fuses which would be expected with the high starting/operating ~~ current this unit is trying to maintain. This plant needs en i auziliary generator that will start and operate at least two punpa, the chlorinator, plant controls, and emergency lighting. :J In the future, it will be desirable to also operate a low horae- ~ power xell pump. Water Plant No. 2 ~! !1 Water Plant No. 2 was constructed in 1977 north of the Selves Marina Golf Course adjacent to Mayport road. This plant i initially consists of an IB" x 12" deep cell into the Floridan ,, Aquifer with a horizontal Jacuzzi pump and engine auxiliary drive; a 52'-8" by 30'-8" operations buildinII: a new 500,000 ~ gallon square reinforced concrete ground storage reaervoi r• a wooden, alai trey aerator with a rated capacity of 4,000 gpm; two `~ 1,000 gpm high service pum a with auxiliar and a 300 lb/day automatic,PV-notch y Power on one pump; ~ gees chlorinator. Space is provided in the operations building for three additional high service pumps, and the plant site is large enough for the addition of three more 500,000 gallon ground storage reservoirs, ~ should that be desirable. In addition, the existing plant motor A control center has two blank spaces and the lighting panel also hsa two spares. These facilities are shown on Exhibit 3 and ~ detailed in Table 2. ' III-4 W d reservoirs are identical in design except for the type of aerator ~ provided at the influent. The total depth from the bottom of the reservoir to the overflow line invert is it feet 2 inches which r calculates as a total water storage volume of 202,000 gallons. .1 In actual operation, the last foot to 18 inches cannot be effectively used due to the design of the suction in the bottom a of the reservoirs, and the vortexing effect of design withdrauel .1 rates. The usable depth is, therefore, approximately 9 feet 8 inches which calculates as an effective storage volume of 174,975 gallons. ~ Both the slat tray aerator and the cascade aerator are effective methods for hydrogen sulfide removal. They do, however, increase v the oxygen level in the water which can increase the potential ~ for corrosion problems in the City's system and the plumbing systems of customers. The slat tray aerator deaiIIn is intended ;,~ to effectively "sweep out" a significant amount of the hydrogen 1 sulfide in the raw water at a design rate of 4,000 gpm. The cascade aerator was designed for a rate of 2,000 gpm, but remains effective, when combined with the oxidation capability of the '~ storage reservoir, for higher rates up to at least 4,000 gpm. 1 The City's plant operators report significant problems with the inlet valves to the aerator and with other valves in underground plant piping. They also report failure of the paint system in the interior of the ground storage reservoirs. Beaed upon previous experience during investigations on City of Jacksonville and other similar systems, there is expected to be damage to the concrete in the upper, exposed interior surface areas of the reservoirs due to the formation of sulfurous acid by the released hydrogen sulfide combining with moisture end the result being acid attack (erosion) of the concrete. This problem and potential solutions will be discussed ir, s later section of this report. Plant records are incomplete on equipment overhaul, maintenance ,4 end replacement. It appears that the American Marsh and the 30 HP Peerless and Pairbanka Morse horizontal split case pumps may ~~ have been installed during the earlier years of 1955 to 1962. However, the installation of the equipment of three different manufacturers during the same time period is very doubtful. The :~ fourth pump was definitely not installed until 1974. The first three pumps appear to be at least 15 years old and probably much ~ older. Each of these four pumps is reportedly capable of pumping ,~ at a rate of 750 gpm under plant operating pressures of 50 to 53 psi. '~ In addition to the pump room for the four high service pumps, the plant operating building contains a meter repair shop, a smell office with the instrumentation panels, and a chlorinator room. The chlorinator room contains a free-standing Wallace 8 Tiernan ,m Model U-24140, 200 lbs. per day automatic gea chlorinator, and a , III-3 s 1 STORE ROOM IT OPERATING BUILDING ~•~ ~ I ~j= I ~~ -~ ^ ^ RESE RICYR 49~ 49~ ----- ~'t I ' I t ^ ^ ~ I I I 11 1 I ^ ^ AERATOR i I IBi18 I 1 I I I ^~ __ ________ _______J _ ~~~~~ I ,1~~ 1=~ BYPASS ~~ I _Ij' I I I I ~ I I l µ O O , IS RESERVOIR ~!~--_._q 49149' AERATOR JJI 12~~ `y LL______L ^ ^ ~ EXISTINd SITE PLAN 4 TREATMENT PLANT No 1 BCALE: 7'20' E%NIBIT 2 iw r ~r ~r~ fy~ Yy ~\ ~a e ,~ ~~ ii y u 5 w i s i ^ ,, 3 s _ • 1 i ~I ~~ ` ~N r ~~~ _~ !~N ~I ~ ~ ~ M/ATER $UPPLV-, ~______q .. l~_V~// A ERATUR ~ ~2~MF ~~ ~ ~ Y ~ 4Vfck exMisir z i i 1 V ~4 Y ,~ t~ :4 N 4 ~J 'e i u ,~ .a !i i i ii ' !/ l ) ij i S1 3 i ' ~7 M i ~4 I ~ i M i M y TABLE 1 EAISTING UNITS WATER PLANT NO. 1 Item Description Well No. 1 Constructed April 1955 at plant site. 12" diameter, 407' casing, ],008' depth. Initial rated capacity of 2,146 gpm Well No. 2 Constructed July 1962 at wastewater plant 19" x 12" well, 1000' casing, 1,300' depth Initial rated capacity of 5,500 gpm Ground Storage Constructed 1955 Reservoir No. 1 49'2" x 49'2" square (inside dimensions), 200,000 gallons storage capacity Effective capacity of 175,000± gallons Ground Storage Constructed 1969 Reservoir No. 2 49'2" x 49'2" square (inside dimensions), 200,000 gallon storage capacity Hffective capacity of 175,000± gallons Slat-Tray Constructed 1962 Aerator on 4 wooden trays 100 square feet each Reservoir No. 2 Total of 400 square Peet 4,000 gpm capacity 41 10 gpm/ft2 max. Service Pump American-Marsh horizontal split case pump No. 1 Serial No. E-2494, 30 NP,240 volt electric motor, 750 gpm B 120± TDH Service Pump Fairbanks-Morse horizontal split case pump No. 2 with 30 HP, 240 volt electric motor and diesel engine drive, 750 gpm Q 120± TDH Service Pump Peerless horizontal split case pump with 30 No. 3 HP, 240 volt electric motor, Serial No. CU5633, 750 gpm 41 120± TDH Service Pump Fairbanks-florae horizontal split case pump No. 4 with 25 HP, 240 volt electric motor, Serial No. 328042, installed ]974, 700 gpm B 120± TDH Chlorinator WdT U-24140 automatic, 200 lbs. per day gas chlorinator and WkT V-100 manual wall-mounted gas chlorinator with ton containers end Chloro-Scale hydraulic load scales. Elevated Water 100,000 gallon capacity with 125'• elevation Storage Tank to overflow Flow Meter Venturi Tube in 12-inch discharge line III-2 a HXISTINC WATER PLANT FACILI TINS e' M This investigation is limited to a study of Water Plant Nos. 1 ~~ and 2 end their service area which includes those arena of service within the City's city limits prior to the annexation of N Seminole Beach. The Buccaneer water and wastewater systems ~! purchased by the City in 1985 will continue to serve Duval County areas neat of Mayport Road and the Seminole Beach area. An ~ investigation of the Buccaneer System's capabilities is being ,i performed by others end is not part of [his study. Water P1anL No. 1 H 1 The initial development at the Water Plant No. 1 site began in 1955 with the construction of a 12-inch diameter deep well y drawing from the Floridan Aquifer, a new concrete 200,000 gallon ~ ground storage reservoir with an inlet cascade aerator, three 750 gpm high service pumps, a chlorinator, a pump house, and a i 100,000 gallon elevated storage reservoir. These facilities are listed in Table 1 and are shown on Exhibit 2. q The 12-inch well is cased to 407 feet depth end drilled to e ~y depth of 1,008 feet. It fiowa by artesian head into the cascade aerator. Its initial rate was 2,146 gpm. This rate will vary with aeaeonal fluctuations in the artesian head (piezometric ,; level) as Weil as with time as the available artesian head ~ continues to decline due to increased pumpage upgradient of the well. . ~4 A second deep well was constructed in 1962 at the site of the ~# wastewater plant at Donner Road approximately 1,000 feet from the _ water plant site. This is an 18"x12" well cased to 1,000 feet ii depth and drilled to 1,300 feet in depth. This well was ~~ initially rated at 5,500 gpm, and its current capacity will depend upon available artesian head. .a It should be noted that piezometric levels of the Floridan ~ Aquifer in the Jacksonville area decrease during the high demand period of June through September which reeulta in less raw water 'i supply at the highest demand period. The City of Atlantic Beach ~# did not experience the well capacity problems the City of Jacksonville Beach experienced in the spring of 1986, but ae i demands increase with growth in the beaches, northeastern SL. ,~ Johns County and southeastern Duval County, the natural arieaian head may not be sufficient at Water Plant No. 1 to fill the 3 ground storage reservoirs at the desired rate on a maximum demand day or even during a maximum week or month. Two ground storage reservoirs were constructed at the plant site 1 in 1955 and 1969. These are rectangular, poured-in-place a concrete reservoirs with roof gravity ventilation. Both III-1 W ~ s CWI will evaluate the feasibility of upgrading both facilities versus abandoning Water Treatment Plant No. ~ 1 and expanding Water Treatment Plant No. 2, beaed on ~1 demand requirements and the physical review of the facilities. al ~~ • Upon completion of our preliminary evaluation, CWI will meet with the City Manager, Director of Public ~ Services, and other interested City officials or staff, :1 to review our findings prior to assembling the final study. N f Based on comments received at the above review meeting, ~t CWI will prepare, assemble, and submit ten ;10) copies oY the final evaluation and study complete with H recommendations, exhibits and cost estimates. td w ~~ II-2 a r a ~ INTRODUCTION ' r This investigation was authorized by the City of Atlantic Basch i '~ on March 9, 1987 in response to a letter proposal by Connelly R Wicker Inc. prepared on February 25, 1987. This report presents y the findings of the authorized investigation and presents ~y recommendations for positive remedial action to be taken by the City. " ~ Background '1 The City of Atlantic Beach has experienced significant growth in 'f recent years. Particular development pressures have begun '9 occurring in Section N, and these are expected to increase with the steps now being taken by the City to install infrastructure :.~ in Section H under a proposed assessment program. A Consulting ~ Engineer has developed en infrastructure master plan and proposed e phased program Yor implementation of improvements. This ,a program, along with recent accelerated growth in Jacksonville and the adjacent Arlington/Fort Caroline areas and continued ~ increases of personnel assigned to the Mayport Navel Beae, will result in relatively rapid growth in the generally sparsely :a developed Section H area. 1 During the summer high water demand periods, the City's potable ~. ;s water deliver capacity' has been sorely tested. The City's ~ utility staff indicates that the water plants have been operating at Yull capacity with little reserve for growth or for unit breakdowns or failures. The facilities at Water Plant No. 1 ere 'i more than 30 years old and need significant rehabilitation which ~ becomes more critical as system capacity is approached and exceeded. The City therefore needs to determine how to meet this I; water supply problem moat effectively end in the moat economical ' ;~ manner. :~ Project Scope `~ This investigation is intended to provide a professional evaluation of the City of Atlantic Beach'e Water Plant Nos. 1 and ~~ 2 and to present recommendations and coat-effective solutions fo.- ~i the City's future capacity requirements. These work tasks were defined in Connelly A Wicker's (CWI) letter proposal ea follows: t ,g • CNI will review record drawings oY the existing facilities and conduct field inspections to determine _ the physical conditions of the mechanical equipment, electrical equipment, and structures. s CWI will review existing supply and treatment a capacities and determine their adequacy to meet current q~ and future demands. II-1 w i priority of the improvements recommended so long ae Water Plant No. 1 is fully upgraded and can carry the City in an emergency. ' 4 The likelihood of the single well or pump at Water Plant Nm. 2 ~i being out of service is very low; however, this second well should be budgeted as soon as other plant improvements are completed. The interconnection recommended with the Buccaneer ', ~ system would provide additional assurance to the City's eater ! if customers until this second well is completed. ~~ A detailed water system network analysis should be performed in ' it the areas served by Water Plant Nos. 1 and 2. This analysis will " be based upon current City mapping, and will consider water mains ~ generally six inches in diameter and larger. Smaller lines will be considered where necessary to complete a loop. Once this ~1 anelyais has been performed, it can be readily updated or rerun to reflect a change in pipe size noted in the field or a proposed ~ water main installation net conforming to the master plan. The ,~ City should also strongly consider hiring a drafter to routinely update the City's master utility maps. The current rate of ~~ growth has resulted in a large number of extensions to the system, end the City's staff periodically finds different pipe '~ sizes, valve locations, etc. which should be properly recorded for a well run utility system. ~a ~~ Recommendations ,~ Based upon the findings of this investigation of Water Plant 1JOS. ~ 1 and 2 in the City of Atlantic Beach, it is recommended that the City take the following action: ~~ ^ The City Commission adopt the recommendations contained - ! in this study. -. a ^ The total of $270,374 previously budgeted by the City !7 be committed to complete the urgently needed improvements presented in Table 11 of this report. t ,~ ^ The City Commission approve the Pheae II and III ' Improvements Programs outlined in Section V and Tables 12 and 13 and authorize its staff to make the necessary ' ~~ plans for the implementation of these programs over e -. ~ reasonable time period. 1 ^ The City Commission authorize a detailed anelyais of -~ the water system in the old City area east of Maypnrt ' Road and the interface with Section H to validate the i findings of this report and to determine water ~ transmission and distribution system improvements needed to meet present and future system demands. A " reasonable budget for this analysis, using current City ~ water system maps, is about 55,500. a I-4 a ^ , and expanding the high service pump capacity of Water Plant No. I and making certain improvements at Water Plant No. 2 to meet ~ immediate and long term needs. Three phases of improvements are developed in Section V of this - report and presented in Tables I1, 12, and 13. A Phase I ~ Improvements Program has been developed to address those ~~ improvements needed immediately and includes high priority items ' that can be accomplished within carryover budget funds from FY ~. ~ 1985-86 and funds from the current budget totaling 5270.374 ,~ available for water plant improvements. Critical maintenance items at Water Plant No. 1 include new/replacement control valves for the reservoirs, an allowance for other valve end control `~ corrections, modifications to the aerators, replacement of the '1 interior protective coatings of the ground storage reservoirs, ' and new fencing and plant shrubbery to improve the visual appearance of the plant. Improvements at Water Plant No. 2 will include upgrading the chlorination system, new power ventilators for the operations building, a new chlorine ton cylinder handling ~ and storage facility, a new auxiliary engine generator for ' emergency power, and the installation of the three 1,000 gpm high service pumps provided for in the original design of the plant. An alternate bid could provide for the installation of a new - '~ vertical turbine pump in Well No. 1 at Water Plant No. 1. This •t Phase I Improvements Program will firm up the ability of the City ' to deliver an adequate quantity of water during an emergency, and .~ will complete critical maintenance and improvement items at Water y Plant No. 1. The aerator modifications, new fencing and planting of shrubbery at Water Plant No. 1 is an effort to be a better neighbor to Selva Lakes. '4 The Phase II Improvements Program includes the new well turbine pump to be installed in Nell No. 1 at Water Plant No. 1, and the ~~ construction of a new plant operations building, chlorine ;~ facility, auxiliary generator and site work at Water Plant No. 1. The estimated costa provide for demolition of the existing parts ;~ building by the Contractor, but the parts and supplies would be 1~ moved by City forces into the current plant operations building after the new facilities are in full operation. The City is currently evaluating the effectiveness of maintaining central ~ inventory control storage of parts end supplies. Only expendable '~ supplies and possibly, critical parts will be kept at the plant if this central inventory control system is implemented. q Table 13 presents a Phase III Improvements Program which consists of installing a vertical turbine pump in Well No. 2 and } constructing a second, back-up water supply cell and well house ~ for Water Plant No. 2. The turbine pump for Well No. 2 insures that the required volume of water can be transmitted from this remote well to Water Plant No. 2 as the artesian head in the ' ~ Floridan Aquifer declines further. The new well hoe the lowest i I-3 d r ~ the water treatment being performed at the Water Plant No. 2 Bite. This was precipitated by the age of Water Plant No. 1, the ~ large land area available at Water Plant No. 2 rather remote and i protected from contiguous residential growth, and the consideration that one plant would be less expensive end easier to maintain then two separate plants. A review of Water Plant p~ No. 1 indicates that the basic structures are in satisfactory ~# condition with some upgrading and maintenance needed to bring it ~ up to an acceptable level of operation. A new plant operations ~ building with new pumps, a diesel engine generator set, and a new ~~ chlorinator facility ere required to provide suitable capacity, emergency operation, and operating efficiency. If Water Plant No. 1 were phased out, all of these, except the new chlorine ~ facility, would be needed at the Water Plant No. 2 site, and e 't new standby well and a second water storage reservoir would also be required immediately at the Water Plant No. 2 site. In - ~A addition, the water transmission system would require upgrading ,S to transmit eater from this site in the northwest corner of the service area to the Sea Turtle Restaurant and Motel and other ,g commercial establishments in the southeastern corner of the service area and along Atlantic Boulevard. 1 Since this study did not authorize or include a detailed analysis ~~ of the water transmission and distribution system serving this ~1 service area, it was not possible to determine the impact of one ~. water plant in the northwest corner of the service area upon the . ,~ system. Therefore, the costs of upgrading the water transmission ~ system could not be estimated. The control systems in these plants reduce actual operating requirements to a minimum. City personnel travel to three sites to perform maintenance. Water Plant No. 1 is near and between City Hall and the Public Services -~ Building. Water Plant No. 2 is just off Mayport Road contiguous ' to the north boundary of the Selva Marina golf course. City ':1 personnel must pass by this plant to perform maintenance at the ~~ Buccaneer water and wastewater plants. Location end operational requirements do not appear to be a significant factor in this .l decision. In fact, the City should consider providing an ,' emergency interconnection between Water Plant No. 2 end the Buccaneer water system. This needs to be a metered connection(s) in view of the financial conditions involved in the purchase of '~ the Buccaneer utilities syetema. In the future, these systems 'q could be integrated providing more flexibility in the City'a water systems and probably, a better level of service to its ~] customers at critical hydraulic points in the system. M Subject to a more detailed analysis of this water transmission i and distribution system and/or other unknown overriding factors, ~ it is believed that water service can be provided equally, if not more efficiently, from the two water plants with the capital costa of two plants, along with probable level of service, being lass/better than the one plant alternate. The recommendations of A this study have, therefore, been developed based upon upgrading I-2 9 s 7~ L! I~nllif If1AXO Illddd ~~-.+ I~~ \ :s ~O IY~M YI ;' i S i a ~ . i i ~J 1 ~~ . ~ ~~ ~. ~pj ~:~ ~_ ,. , E, ~~ ` v1 n r. ,~ 1 ,OKhS WATER PLANT ~ NO. 2_ _ ~.~~. 4/y~~ a1 eesi,• JO BUCCANEER SERVICE AREA ATLANTIC BEACH WATER SYSTEM SERVICE AREA WATER PLANT NO. 1 INTIC BEACH LOCATION PLAN EXHIBIT ~ r + SUMMARY AND RECOMMENDATIONS ~ The City of Atlantic Beach has experienced significant growth '~ over [he past several west of Mayport RoadeararThertrecentlymasterheplanctreport.send N subsequent steps being taken by the City Commission to implement ' +1 an assessment program for the installation of the necessary infrastruc t.u re in Section H for orderly growth, can only enhance ,. ~ development in the City. it This investigation was limited to the service area of the City's Water Plant Nos. 1 and 2 which is essentially the city limits 'm prior to the annexation of Seminole Beach as shown on Hxhibit I. . '~ The Buccaneer water and wastewater systems purchased by the City in 1985 serve most of Seminole Beach and Duval County areas west ~9 of Mayport road and north of Section H to the Mayport Naval Base. Water Plant No. 1 was constructed substantially in 1955 and 1962 with a high service pump added as late as 1974 and possibly other ,~ undocumented replacements. Water Plant No. 2 was constructed in 1977. Water P1anC No. 7 has a firm peek capacity of about 2,250 .+ gpm (3.24 MGD) with one high service pump out of service and Water Plant No. 2 has a firm capacity of only 1,000 gpm (].44 '1 MCD), also with one pump out of service. The plant operators indicate that they have depended on the two 1,000 gpm high i~ service pumps at Water Plant No. 2 and the 2,250 gpm of firm ,~ capacity at Water Plant No. 1 during high demand periods the peat several years. This means that peak demands of at least 4,250 ~ gpm have regularly occurred in this system. The 100,000 gallon ;j elevated tank has also dumped part of its capacity during these peaks. It is estimated that current peak demands have reached about 4,500 gpm on this system, and Tables 5 and 6 indicate 4 average daily demands (ADF) of over 1.6 MGD and maximum day M demands of nearly 200 percent of ADF or about 3.2 MGD. ~ Using the projections developed for Section H by others and ,9 population projections by the University of Florida Bureau of Business and Economic Research, projected population by Year 2000 4 is estimated in Table 3 as 4,196 in Section H and a total of 13,296 for the entire service area. The ultimate population for 'g this service area is estimated to be about 14,600 persona. Th sae populations are estimated to represent 0.785 MGD end 1.665 for 4 ADF and maximum day demands in Section H and total service area r7 water demands of 2.3]5 MGD for ADF and 4.705 MGD on a maximum day by Year 2000. A projection of current peak demands (Section H ~ Feak demands prepared by ethers) suggests that these two water ~ plants will experience peak water demands in the range of 6,900 gpn or 9.924 MGD by Year 2000. . 'p The work scope (and City representatives) indicated that Chia A study should consider phasing out Water Plant No. 1 with all of ~ I-1 el+ f M i ~. ~ ! y i~ 1 ~ ~~ y 7 if ~q N j a ~~ j N 1 -' .a ~q ~q e :a '9 s ii ~ y '! ^t .q i q H i i 4 LIST OF EXHIBITS PO110Wa No. Deacrintion Page No. 1 Location Plen I-1 y Existing Site Plan III-2 Water Treatment Plant No.l 3 Existing Site Plan III-5 Water Treatment Plant No. 2 q Recommended Improvements V-4 Water Treatment Plant No. ] 5 Recommended Improvements V-9 Water Treatment Plant No. 2 LIST OF TABLES NO. DfiSCRIPTION PAGE NO. I Existing Units Water Plant No. 1 111-2 2 Existing Units Water Plant No. 2 III-5 3 City of Atlantic Beach Population Projects IV-2 4 City of Atlantic Beach Customers/Gallons Billed by Meter Route IV-3 5 City of Atlantic Beach Historic Water Plant Flou Date ZV-4 6 City of Atlantic Beech ]986 Mater Plant Flow Data IV-5 7 City of Atlantic Beach - Section H Area Current and Projected Year 2000 Water Demands IV-6 8 City of Atlantic Beach Projected Year 2000 Water Demands IV-7 9 City of Atlantic Beach Construction Coat Estimates Water Plant No. 1 Improvements V-5 10 City of Atlantic Beach Construction Cost Estimates Water Plant No. 2 Improvements V-9 11 City of Atlantic Beach Water Plante Immediate Improvements V-11 12 City of Atlantic Beach Water Plante Phase I Improvements Program V-13 13 City oY Atlantic Beach Mater Plants Phase II Improvements Program V-14 r iw M ~~ r r1 wt 1~ 9 1 ~~ 9 W .! •1 ~i ,1 ~~ ;g H i~ li :~ ~9 s9 I~~ ~i ~I ' ~ ~a 1 ~ is 1 i' `• w TABLfi OF CONTBNTS Section Deacriotion Pa e I Summary and Recommendations I-1 II Introduction II-1 Background II-1 Project Scope II-1 IIZ fixiating Water Plant Facilities III-1 Water Plant No. 1 III-1 Water Plant No. 2 III-4 IV Present and Future Water Demands IY-1 Population IV-1 Water Demands IV-2 V Recommended Improvements Program V-1 Overall System Analysis V-1 Water Plant No. 1 V-2 Mater Plant No. 2 V-6 Project Phasing ~ V-10 APPfiNDIX r ~~ ^ I~ N ie ^ .s a ~~ :i .e a ~a ~; «~ tY ~~ ~; ~, ~, ~i N ti M f .y 7~ ^ I 'r 1 r 'd ^ SYSTEM EVALUATION AND RECOMMENDED IMPROVEMENTS WATER TREATMENT PLANT NOS. 1 AND 2 CITY OF of~!eartfe S"eael - ~loc~da DEPARTMENT OF PUBLIC SERVICES CITY OF ATLANTIC BEACH, FLORIDA CWI PROJECT NO. 8708-1 JUNE 1887 ~~','' CONNELLY 8 WICKER INC. y CONSULTINQ ENGINEERS Title to the beach is vested in the sovereign State of Florida and held in trust for the use and benefit of the general public. The closing of 77th Street without a reservation of egress and ingress to the beach presents an equal protection assertion under the Constitutions of Florida and [he United States. The public, and in particular the property owners who purchased property prior to Feburary 70, 1948, described in the plat of the subdivision in which 77th Street was dedicated as a public street, may have been denied a cons[L[utionl property right. Generally, streets cannot be closed where the same denies property owners in the subdivision egress and ingress. The beach is owned by the sovereign State of Florida and resonable access must be available. If any mistake was made Ln sequence of recording of documents it was that of Duval County. The provision of [he Florida Constitution prohibiting contributions of public property or money for a private purpose which does not include a substantial pub lit purpose, may very well be applicable Ln this case. In my opinion there remains a valid easement over 17th Street for egress and ingress to the beach in accordance with the easement deed of conveyance [o Duval County and again in the Deed of coneyance to Mr. Lane. It Ls also my opinion chat the City or any property owner within the subdivision could require the removal of any obstruction preventing access to the Beach over the property described in the above easement. The property owner should be notified to remove any obstruction prohibiting access within 15 days from receipt of notice, and that failing to do so, the City will seek an injuc[ion requiring such removal. Sincerely, Claude L`M 111`; ~%s C711/mck C DUDE L MULLIS Or tWNS[l TO LIYIRMOR! RIt IM R LOTT. PA I]50 Guu 4r[ Twu JnCRbNVRI[. FLORIOn J22D4 C LAUDE L. MULLI$ 731 14AT STREET JACRSONVIL LE. flO RIDA 32204 190a)358~80]3 July iU, 1987 Mayor William S. Howell City of Atlantic Beach 716 Ocean Drive Post Office Box 25 Atlantic Beach, Florida 32233 Dear Mayor Howell: Or tOUN i[l TO CORIIM R DICRINYJM Posr Orr rc[ RoR 415GG J4C ASOMVI LL[. FLORIDn J2203 You have requested my opinion concerning an easement granted to Duval County, for ingress and egress to the beach over property formerly platted and dedicated as 17th Street and now owned by Edward W. Lane, Sr. 17th Street was closed, vacated, and abandoned by the Board of County Commissioners of Duval County, on April 20, 1948. A public hearing on the closing of 17th Street by the Board of County Commissioners was held on February 10, 1948. Charles W. Campbell and Wife granted easement to Duval County on March Yard, 1948 as record owner of lot abutting the south boundary of said 17th Street. The Campbells conveyed by Warranty Deed the property to Mr. Lane on April 24, 1950 with the following language: This deed, and the warranties herein contained, are subject to a certain easement over, across and upon the southerly five (5) feet of said Parcel "B", which easement was granted to said Duval County, Florida, for use as a walkway or passageway for the general public by that certain Instrument dated March 23, A. D. 1948, and recorded in Deed Book 1312, page 177, of the public records of said county; and subject also to the covenants and restrictions contained in Deed dated September 16, 1934 and recorded in Deed Book 698, pages 452-454, of the public records of said county affecting said Parcel A........ ,.< COMMITTEE MINUTES The rommi ttee appointed Co evaluate Bid No. 8687-5, equipment handling trailer, me[ on Tuesday, June 23, 1987. Present were Chairman Commissioner William I. Culliford, City Manager Fellows, and Public Services Dizector Braid. Discussion ensued relative to [he proposal of Bame Trailers of Sudbury, N.C. The exceptions [o the specifications which had been pointed out [o Bame, were discussed, and after comparison of Uie exceptions including ramps, main frame, cross members, tires, and jack, i[ was determined the exceptions were to the benefit of the Ci[y, and therefore, it was [he consensus of the cu®1[[ee [ha[ the bid of Bame Trailers of Sudbury, N.C. in [he amount of $4,600.00 should be accepted as the loves[ and besc bid. There being no further discussion, [he meeting vas adjourned US Environmental Protection Agency CONTRACT CNANGE ORDER Meadors Construction Lompany - Date July 14, 1987 Project No. 0120747030 Lotatlon Atlantic Beach, fL Contract No. o Contractor qA Change Order No. Four 4 You are hereby requested to romp y with [ e fo ow ng changes from [he contract p ans and Specifications. Item Description of changes-quantities, units, un t ecrease n Increase n No. prices, change in completion schedule, etc. ~ contract price contract price (1 2 3 4 To to Contract 1. Landscaping E 33,235.00 2. Rebuild Existing Sludge Bed Walls 15,669.00 3. Demolish Existing Chlorine Contact Chamber 8,963.00 4. Demolish Existing Pretreatment Structure 6,746.00 5. Sand blast and Repaint Existing Steel Walkways and Handrailing 5,525.00 6. Seal Water Piping Connection to Sludge Transfer Pump 936.00 7. Factory Reconditioning, incl. impeller Replacement, Exi tins Hoffman Centrifugal Compressor Chan e {s dg t 10,791.00 g n c n ract price due Lo this Change Order: Total decrease -0- xxxxxxxxxxxxxxx Total increase xxxxxxxxxxxxxxxx 81 865.00 Df fference between Lol. (3) and (4) xxxxxxxxxxxxxxx BI 865.00 Net (increase) (daanensa) in contract price xxxxxxxxxxxxxxx 81 865.00 add additional sheets ff necessar Total E A E igible Items 1, 2, 5, 6, 1 S 66,156.00 :hange in contract price due to this Change Order: Total decrease -0- xxxxxxxxxxxxxxxx focal increase xxxxxxxxxxxxxxxx 66,156.00 )ifference between Col. (3) and (4) xxxxxxxxxxxxxxx 66 156.00 Vet (increase) (doomuayec) in contract price xxxxxxxxxxxxxxx 66.156.00 The sum of S 81,865.00 fs hereby (added to) (bndnctadxtrnA) the total contract price, and :. the total adjusted contract price to date thereby is S 1.248.780.00• The time provided for completion in the contract is (»mnehaaged) (increased) Wemexaaaexl) by fifteen 15)calendar days. This document shall become an amendment to the ce~!ract and all prov s ons of the contract will apply hereto. Liquidated damages w111 be assessed yes/no S/day S --- Total S - (time extensions changing [he project or budget period wil l require a grant amendment No contract change orders will be binding upon the Environmental Protection Agency without approval 1n writing by EPA in accordance with 40 CFR 35.2204 and 35.1030(8). a~~ Recommended by ,f;~~ ~ -- ~C7riy~,~y July 10, 1967 Architect/ ngineer Ua to Accepted by Contract Ua to Approved by Certified/Approved by A Corps of ngfneers 'A-R4-UU6D Revlzed June 1982 ~.. t Mr. Richard C. Fellows, City Manager City of Atlantic Beach July 8, 1967 Page Three were found badly pitted by corrosion. Me recommend surface preparation, welded repairs as required, repri ming and refinishing, to: (1) Protect prior investment in these items to avoid their total deterioration by corrosion, and, (2) Provide aesthetic compatibility with plant ~st ructures which will be refinished under Part 4A. 6. Item No. 6 - Potable Mater System Improvements: This item would extend a sma1T diameter water line from the plant's water distribution system to provide lubrication water to the seal of the new sludge transfer Dumb: the line connects to yard piping beyond the bac kflow pre venter to protect the City water system against contamination. The quote includes a solenoid valve and wiring to provide seal water only when the pump is operating. The specification provided that the seal would be grease lubrf Gated and the pump was so furnished and installed. During startup, the manufacturer's technical representative strongly recommended that a means of water lubrication also be provided as a means of prolonging seal life. Me recommend this change based on the manufacturer's recortmendation. 7. item No. 7 - Factory Reconditioning of One (1) Existing Hoffman Centrifugal Compressor: This work has been completed. The Contractor had previously provided a basic quote of appro xt mately 57,000 (expenditure approved by the Commission in February) assuming impellers would not require replacement, and additive costs if impeller replacement was required. The compressor was shipped to the Noffman factory where impeller replacement was found to be necessary during reconditioning of the unf t. The Contractor proceeded in good fai tii to do this work and has amply documented his quoted price. The compressor is an essential process equipment item and its rehabilitation was imperative. Ne recommend your approval of !his item. Nhen you have advised of the Commission's approvel, we will prepare adequate copies of the change order and documentation for execution and submittal to FDER for approval. Respectfully submitted, ROBERT BATES 6 ASSOCIATES, INC. Consulting Engineers /~t~l~/~y,Y1_ Y~IDT Y Robert L. Bahr., P: E. RLB/Jcw President cc: Meadors Construction Company Mr. Richard C. Fellows, City Manager Gi ty of Atlantic Beach July 8, 1981 Page Two (1) Work was done in a period when grant application was still pending and any capital ezpendi ture prior to grant offer was therefore made ineligible for grant funding; thus the project was scoped as inexpensively as possible; (2) Work was done as an emergency "corrective" measure at a time when the City was hauling liquid sludge to disposal in the Ma zville area at a cost of approximately 5500.00 per week. The bed walls were not replaced at that time as a means of saving the several weeks which would have been required for forming, pouring and curing of concrete, to minimize the construction time required. The masonry walls have proved susceptible to cracking and leakage when atcidentially hit by the front end loader during bed cleaning. The two beds modified under Part 4A (with poured walls) are now ready for usage and can temporarily handle all dewatering while walls of the existing beds are rebuilt. We recommend the change for improved structural integrfty and watertightness. 3. Item No. 3 - Demolish Existing Chlorine Contact Chamber: Inlet and outlet boxes will be retained as junction box type manholes with the existing connecting piping, presently used as contact chamber bypass, being maintained in a serviceable condition. The old outfall line to the Intracoastal Mate Tway could thus be used as an emergency outfall. The contact chamber is too low to be used with the new effluent equalization pond. Its demolition is reconn~ended to: (1) Improve accessibility to the chlorine feed facility, existing control building and new thickened sludge pumping station (Change Order No. 3), from the south; (2) Improve plant aesthetics. 4. Item No. 4 - Demolish Existing Pretreatment Structure: The structure has no functional val!~e; the plant influent is routed through the screen/ aerated grit chamber structure constructed under Part 2. The existing structure is an eyesore and should be demolished to improve plant aesthetics. 5. Item No. 5 - Sandblast and Paint Steel Walkways Between Tanks and Aeration Tank Railing: As scoped, the Part 4A contract specifically provides for exterior coatings and painting of all new and existing buildings and concrete tankage and replacement of handrailing on the existing clarifier with new aluminum railing. As written, the scope of work omits steel beams, plates, stairs and rails from the surfaces to be refinished; the Contractor's base contract amount did not include refurbishment of these items. The steel walkways were examined in detail with staff, the Contractor and the pa toting subcontractor recently and continued 1 • _ 1 •; (: Robert Bates 8 Asaoclataa, Inc. LL L. LL ...~.x-,. r „„ t35 Rlversi0e Avenue Sire 205 acksonville. Flonea J2202 19041 JSa-269] Mr. Richard C. Fe~l lows, City Manager City of Atlantic Beach 716 Ocean Boulevard Post Office Box 25 Atlantic Beach, Florida 32233 Re: Sewerage Improvements Program Part 4A, Modifications to Existing Plant Project No. 120747030 Change Order No. 4 July 8, 1981 Dear Mr. Fellows: Me refer to ovr conference in your offices this date with respect to Change Order No. 4, for presentation to your Commission on July 13, 1987. Ne have previously obtained price quotation; from the Contractor for the several items of work involved, have reviewed the quotations and found them fair and equitable. Ne recommend your acceptance of these proposals and authorization to us to prepare the change order work to modify contract scope, price and time accordingly. A brief discussion of individual items follows: I. Item No. 1 - Landscaping Improvements: Item No. 1 is a "package" of landscaping improvements (total cost of f33,235.00) requested by the City personnel. In summary, the change is recoemended to: (a) In the case of sod and seeding, serve to control wind erosion and dust. (b) In the case of ornamental planting of shrubbery, improve plant aesthetics consistent with prior commitments to coat all tankage and suitable for better quality residential development now taking place in close proximity to the plant site. (r,) In the case of irrigation system piping, to realize beneficial usage of treated effluent for grounds maintenance and to gain funstfonal value from the prior expenditure for reuse water (treated effluent) pumping system included in the Part 4A contract. 2. Item No. 2 - Rebuild Sludge Bed Nails: The change would remove concrete masonry unit walls of the two southern existing artificial media beds, down to the level of the concrete bottom slab, and replace those walls with poured in place reinforced concrete walls at a cost of 535,669.00. The sludge beds were modified from sand to artificial media beds in 1983 by construction of feed and underdrain piping, bottom concrete slab and polyurethane tile. 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Se 2! d~ r! rs_ ~i a Z c S~ ~ ~--~ 2! _J u ._ 1- !~~ Fes- d 2! O~ ~! m I 9~ 2! ss z! d~ 2! r! V d _ ~ ! '' M LL r si2 a u ! ° ! f - a e C'! O~ i N n lmfl N m n ir N N . . j ~ ~ ~ ~ ~ ~ ~ ~ UI m l l m .\" N m~ v M N N F w _U w N H Z w w .~ Z 0 0 Z N V U Z r J a w ~~ s~ G m "`3 ~F; W ~ 4~y 'ti ("~ uh o ~ ~' E. Z a Q U O J Q W ~ ~~ ~ c~ ~ ~ Q z ,2 ... o~ zm W ^ ..:;y: f,.ry'!ryG'ii'Fi W E~H l•~~f~ O '-:z el 'I' I l W ~, r ^ i,: 1 I 1 $I t ~~ ~~ :, rR ~~ ~ ~$. Z ~~' Z J °~° Q N ~--' .~. rn .G V C O d Z E N t""_ N m U /'_/ G LL~ d N w t"_ g L J f M ig I t C :~ [~ G ~I :~ N ry » m N 0 nnnY c b N ~ nm~Nn mmmn < JY nn~~~ ~~.V-~ K • tl N V C NNn K N F~ P N m m O ~- n P V]~ P b^ b^ P b' P } rc N ~ O N V b y~ 1-4' C N~NNP NPNr V]~ 4(Y1 O b N^ N O b b P K m N b N NNE` ~ n N f p )' t b m N P m n m m V N S ~ w!^nN m^bb Y ~' C ^Nn.- c nn b N N~ V ~ O m P m P N N' S Y N N ~ ~ N N 6 ~ ~ nn rc Y ` .-NN~m nnnb J O n V N P O m b O r N~~~` K n ° n . Vn a° 1~/~ P N P N 1 N Y n m ~ ~ a Y n N N N n V V N p yZ Z S W W~ C ~ ~~ l dW~~~ W ~^ e p ~& N N nP ~S 6~S Merri114ynch OUR EVALUATION PROCESS Once a portfolio manager has been chosen, we continuously monitor and evaluate his performance to assure that he meets the specific goals and objectives that you have outlined for your fund. In evaluating performance, we focus primarily on rates of return and risk analysis. Again, our process is quantitative. After calculating the rates of return of your stock, bond and total portfolios, we compare them to: 1. appropriate major market indexes (ie. S E P 500, Bond Index, etc.) This tells us how your portfolio performed relative to the markets in general. 2. returns of other professionally managed portfolios similar to yours. This tells us how your manager performed relative to others. We then analyze your fund to identify the risk to which it was exposed while achieving your return. This is done 6y identifying specific characteristics of your stock and bond portfolios, and again, comparing them to those of the markets in general, and to similar funds managed by other professional portfolio managers. Finally, we summarize our findings and report them to you on a quarterly basis, along with our specific recommendations. The following are several examples of the reports we produce. I ~t 1 2 1 P i 6~SMerri116ynch ^~ 3. MONITORING AND EVALUATING, ON A QUARTERLY BASIS, THE PROFESSIONAL MANAGERS SELECTED. • How well is your manager performing relative to the major ~' market indexes? How well is your manager performing relative to managers of other similar accounts? Is your manager meeting the performance standards that you - have outlined? * What is the "quality" of your return? (How much risk did your manager take in achieving it?) M I i a M N f i f ~. ?~ l~ i~ iI ~~ ,~ ;~ {. ~~ 1~ ?~ 1 :~ 'i 6gdS Marri116gnch ~~ ,, ,•att 7. The "Down Value" of the firm's total equity portfolio must be ~~~~ ~ .~ ~ less than 70. Historically, when the market was down, the ~ manager must have been down less. ~,^ ~ ..~ tr ~~` ~ ~~ 8. The "Up Value" of the firm's total equity portfolio must be greater than 90. Historically, when the market was up, the manager must have attained 90$ of that up movement. ~ ~ i~SMerrill Lynch OUR SELECTION PROCESS r We currently maintain statistics and background information on over 650 equity portfolio managers as well as 200+ bond managers. We use a comprehensive, quantitative screening procedure to identify manager candidates that are appropriate for your specific needs and the parameters you outline. In the screening process, our primary requirement is that the manager's last 3 and 5 year returns rank in the top 25% of our tax-exempt universe. We then screen the candidates based on various other criteria including minimum account size. We normally recommend that candidates meet all of the following criteria: a 1. The age of the firm must exceed 7 y~ars and the current management team must have been in place for at least 7 years. This assures that historical data is attributable to the current management team. 2. The firm must manage, on a discretionary basis, at least 5500 million. This allows the firm sufficient revenue to provide resources to adequately service accounts (i. e. staff, research, technology, e[c.l 3. Each individual portfolio manager of the firm should manage no more than 20 accounts. This allows adequate attention to eac~i accoun . 4. The dollar-weighted Price to Earnings ratio of the firm's total '~ equity portfolio must not exceed that of the 5 E P 500 by more than 20$. This is to identify and eliminate the higher risk manager. 5. The "Beta" of the firm's total equity portfolio must be less than 1.10. This :eliminafaes the more volatile managers. 6. The "Alpha" of the firm's total equity portfolio must be a positive number. This identifies those managers that actually added value through their security selection process. ~: 6~S Flerri116ynch 2. IDENTIFYING, EVALUATING AND SELECTING APPROPRIATE PROFESSIONAL PORTFOLIO MANAGERS. * What type or style of manager is most appropriate for your fund? * How has a particular manager performed in [he past? * How does his past performance compare to the major market indexes? * How does his past performance compare to other professional portfolio managers? i 1 Z t { tfCfE 1 1 F c.: f k~ ` / . ~' ~+ 1 i' ^ Ja i i 1 i M ~~ t ~1 6~JS Merrill Lynch 1. ESTABLISHING FUND OBJECTIVES AND GUIDELINES. * How much of your fund's assets should be invested in stocks? Bonds? • What is the risk exposure of a given allocation of Investment assets? " What standards of performance should a professional manager be required to meet? -- . . 66&SMarrillLynch WHAT WE DO: Our function is to act in a consulting capacity with the trustees of municipal and corporate pension funds to assist them in the following areas: 1. Establishing fund investment objectives and guidelines. 2. Identifying, evaluating and selecting appropriate professional portfolio managers. 3. Monitoring and evaluating, on a quarterly basis, the professional portfolio manager selected. r~ ~ ~Merri116gnch ' ' 1 i ~~ CITY OF ATLANTIC BEACH ' i PENSION BOARD OF TRUSTEES I i ~~ I ~, i ~I MICHAEL A. CALLAWAY MELISSA A. SPIRES MERRILL LYNCH 3600 S. THIRD STREET JACKSONVILLE BEACH, FLORIDA 32250 904-249-7255 ZNVESTMEN7yCONSULTANTIOUESTIONAIRE NAME OF INVESTMENT PERFORMANCE CONSULTANT: Merrill Lynch, Michael A. Callaway Melissa A. Spires RESPORSES .. e• City of 'Melbourne ____________________________ :. 0. Explanation of the methods used to select Database Of 850+ mansge[s, money msnagere. utilizing computerized screening process and custom- ized selection criteria. (full explanation'avaiiabie~i-~r presentat$or~___ booklet) C. Overall Goela Sn Money Manager Selection. To identify manager candidates who have perforneed-i-Irt-h~~op-7,SS.. of______ our database in the last 3 and 5 years, and who are suitable for the Fund's ob7~ectives and risk tolerance. _____________ ___ __ __ ~~, D. Hov ere the performance results of money managers veritisd4 IV. Fees A. Pertormence Evsluetlon B. Money tteneger Selection C. Fees Gurrentee Returns are calculated directly from the inform- ~~;,,^ an the tlaiflL SYslt.2_____ ments. ____________________________ see below ____________________________ Hard dollar fee of $3,000 per year, which may be offset on a 2 for 1 basis by any commission dollars brokered through Merrill Lynch in New York. Fee includes performance evaluation on a quarterly basis, investment manager search services, and assistance in setting the Fund's investment goals and objectives. Our fee is guaranteed for a full year. i CITY OF ATLANTIC DEACH INVESTMENT CONSULTANT OUESTIONAIRE NANE OF INVESTMENT PERFORMANCE CONSULTANT: Merrill Lynch, P:i chael A. Callaway Melissa A. Spires Z. Organlzstion A. Location B. No. of Years in Business C. No, of Planefor rhich Investment Performance Se Evaluated D. No. of Governmental Clients for rhich Investment Performance ie Evaluated 1. Nemee of Flve Clients s• City of Gainesville, General Employees, Police & Fire RESPONSES ___________________________ Headquarters: New York, NY - BiancFi:_Jacksonville_Beach- ____ ________111P?_______________ _______3000+ 600+ b• City of Jacksonville Beach, Consolidated Plan °• City of Deland, Police Officers Pension Plan d. City of Melbourne e• City of Pensacola E. Litigation none ____________________________ II. Investment Performance Evaluation Procedures A. Investment Performance Index Heesuree U 1•Equity Performance--Standard s Poors ~ie0g Index 2. Bcnd Performance--M.L. Govt/COrp Index or other appropriate index depending on maturity of the bond portfolio. 3• Total Fund--"Custom Index" which assumes investment in the indexes in the same allocation as your fund. B. Explanation of the uee of the above meaeusea The above indexes are used strictly as nencbmarks_fOi_Sh°-_rates_of return. Risk factors are also analyzed to exolain variances from these indexes. ___ _ _ C. Overall Goals Sn Investment Performance TO oroVide a comprehensive, Evaluation objective analysis of your investment managers by Comparing per- formance to the major market indexes and to other pension "f"und§:-'OVer- the long term: to outperform the indexes and rank in the Top259 of III. Honey Manager Selection the managers in our sampl2•:-------------------------. A. Na of Cllente for whom you have assisted in selecting money managers. 1. Names of Five Cllente a•Oity of Gainesville- two equity managers and one fixed income manager b.City of Jacksonville Beach--one equity manager, one fixed income manager e•City of Pensacola--Balanced Fund Manager d. Diversity Hospital-Jacksonville Florida [he Pension Board of Trustees for approval. ON MOTION BY TRUSTEE WINGATE, SECONDED BY TRUSTEE CARVIN, IT NAS UNANIMOULLY AGREED TO ENTER INTO NEGOTIATIONS WITN THE FIRM OF MERRILL LYNCH TO REPRESENT T{{E PENSION BOARD OF THE CITY OF ATLANTIC BEACH IN THE CAPACITY OF INVEST- MENT CONSULTANT. LC vas pointed out [ha[ Peter Corbin had been seletted as temporary chairman a[ [he inaugural meetdng and TRUSTEE WINGATE ROVED THAT MR. CORBIN BE ELECTED AS THE PERMANENT CHAIRMAN. TRUSTEE WHITE SECONDED THE MOTION AND MR. CORBIN WAS UNANIMOUSLY ELECTED. The Chairman requested the record reflect [ha[ he had abstained from voting. It vas suggested an informal workshop meeting which would be open [o all concerned, 6e held with the investment consultant to discuss [he various money manager firms so [ire trustees will be more informed when I[ comes time [o make [he actual selectLon of a money manager. Tl~e Chairman asked Harry Royal what he had heard from Mr. Smith of Gabriel, Roeder, and Smith with reference to the actuarial information which had been requested and Mr. Royal reporced he expected i[ in [he next couple of weeks. I[ was decided not to schedule the next meeting a[ this time but to wait until Che actuarial report has been received, at whi<h time [he date for [he next meeting can be set. There being no further business to come before the board, the meeting was adjourned at 7:25 PM. Peter R. Corbin, Chairman ATTEST: Richard C. Fellows, Secretary (By Maureen King) `~~-- MINUTES CTTY OF ATI.A NTTC BEACII k'EHS10N BOARU OF 1'RU51'EES The meeting of [he Board of Trustees of the Atlantic Beach Pension Fund vas called to order a[ 7:00 FM on Monday, June 29, 1987, in [he Ci[y Hall Coam~ission meeting room. Present were: Chairman Peter Corbin Trustee Richard White Trustee Ron Wingate Trustee Claudie Hogans Trustee Joseph Carvin Also present were: City Finance Director Narry Royal Maureen King, substituting for Secretary Richard Fellows City Clerk Adelaide Tucker The Chairman pointed out that [he new Board of Trustees had no[ yet been sworn in to office and City Clerk Tucker administered [he oath of office [o all trustees. The Chairman [hen asked if all actions of Clue board thus tar might be ratified and ON MOTION BY TRUSTEE WHITE, SECONDED BY TRUSTEE WINGATE, ALL ACTIONS OF THE BOARD TO DATE WERE UNANIMOUSLY APPROVED. The Chairman [hen called For approval of [he minutes of the meeting of June I5, 1987, and ON MOTION BY TRUSTEE WNITE, SECONUED BY TRUSTEE CARVIN, THE MINUTES HERE UNANIMOUSLY APPROVED. The next item on [he agenda vas [tie selection of an investment consul- tant. During discussion Trustee While pointed out ChaC while he felt DeMarc he Assod ales had made one of [he best presentations a[ the previous meeting, he felt their price vas way out of line with [he other firms. The eruscees all agreed chat if a brokerage firm was selected as consultant, is should no[ be permitted to also serve in the capacity of money manager, and i[ vas suggested [ha[ [his should be made a condition of any contract entered into with a brokerage firm. The trustees all expressed a preference for dealing with local firms. The Chairman raised some concerns over the fee structures which had been presented in hard dollars and soft dollars by some of the firms and said he felt more comfortable dealing strictly in hard dollars as [his would allow the board to know exactly the amount of money Chey would be liable for, where [he soft dollar situation opened [he door for possible abuse. Each of Che trustees was given a ranking sheet and asked [o ind it ate [heir cop three choices in order of preference. On a rating scale of firs[ choice befog three points, second choice [vo points, and third choice one point, Merrill Lynch scored }ifghest with [ve lve points. The ranking sheets of each of the Trustees and the tally sheet are attached hereto and made a part of [bese minutes. 1[ vas suggested by [he Chairman that [he board request the City Commission approve payment of consultant's Eees out of Ci[y funds rather than out of [he pension fund, and before any contract Ss entered into, F[ should be submitted to PAGE NI:lE MINUTES JUNE 22, 1987 Miscellaneous - continued The neighbors had requested the street be made one-way with speed bum but Mr. Fellows asked that no acCion be taken until Chief Thompson re turned [o the city and a thorough research vas made. He will report b at the next meeting with a full recommendation. Mr. Feliovs reported receipt of a request from Gloria A. Rubio to sel ho[ dogs, soft drinks and fresh fruit from a vending car[ on the beat within one to [vo blocks north of the Atlantic Blvd. beach access, initially on [he weekends. The CS [y Manager vas instructed to notify Hs. Rubio the Ci[y of Atlantic Beach Code of Ordinances did not alloy food or drinks on [he beach, or [he sale [hereof. Mr. Fellows commended B.J.Les[er on the complimentary letters he had received relative to her work of paroling [he beach for dogs. She ha done an outstanding job, no[ only Sn protecting [he animals, but also has treated the residents in a professional and friendly manner. As the appra lsuls ou [ho city property and the Bclva Linkslde propcrr had been received, Nayor Nowell appointed Commissioner Cull iford and I Fellows to serve on a Committee [o meet with the owners of Selva Link, [o determine what parcels of land would be swapped. They will report back at [he next regular meeting. There being no ocher business to come before [he Commission, [he Mayo. declared the meeting adjourned a[ 9:15 p.m. William S. Nowell Mayor/Presiding Officer ATTEST: Adelaide R. Tucker City Clerk NAME OF COMMMS. M S V Y V N P , a k 1 h s V N . s de PAGE EIGHT f1INUTES JUNE 22, 1987 Action on Ordinances - continued Pros and Cons for [he necessity of liberalizing parking spaces vas discussed at length, and if passed, would the city be meeting [heir obligation [o businesses [hat do conform [o what had already been established. Commissioner Morris said if the Comvission threw out the off-street parking requirements, which vas a control, they would have a Roard Walk on Atlantic Rl vd. The question vas called and the motion failed with a vote of three to two. Commissioners Cook and Edwards and Mayor Novell voted nay. The question vas called on the motion for passage of the original Ordinance on second and Final reading [hat was moved by Conmiss ionet Edwards and seconded by Commissioner Gulliford on June 8, 1987. The motion failed with five nays. All Eive Commissioners voted nay. * * * * * * * * * * * * * • * * * * * * * * k * * * * * * Miscellaneous Coaw£ssioner Gulliford asked about a request he had from Lance Miller relative to a mosqui [o control ditch. The Mayor said he was handling [he problem. Commissioner Gulliford asked if the city had any responsibility on supervising the Kredell project in North Atlantic Beach. Mayor Nowell replied the coot[ ruled that the only area in which [he Ci[y of A[lanl Beach had responsibility vas in the mechanical area. (plumbing and el~ trical). The Ci[y of Jacksonville had all Che inspec[Lon authority on [he building. The building vas already under construction by the time the court decision came down. When asked, Mr. Ford said he did not interfere with Jat ksonville's authority. Commissioner Gulliford asked [he C1[y Manager iE [hey could ask the Ci[y of Jacksonville to give them a report as to what and when [he inspections were made. Mr. Fellows will ask for [he report. Commissioner Edwards reported again on [he junk cars in [he Royal Palr area. He asked for help from Ghe employees who drive Che Royal Palms route every day Co report to City Hall when they see junk cars in the righ[-of-ways. Mayor Nowell asked L[. Garvin to take immediate action on any junk cars found on righ[-of-ways. The Ci [y Manager will check on the various methods of removing any junk cars from private proper[; and report back at the next meeting. Commissioner Morris asked Hr. Fe llovs if any action had been taken an the letter received from Col lfer Summers. Mr. Fellows said tie and Chi. Thompson had discussed the problem and determined most people were poi ing on [he righ[-oC-ways instead of their driveways. He had uric cen ti Nrs.lfeshaw relative to his meeting with the Police Chief. NAME OF COMMMS. M S V Y V N Cook x Edwards x Gulliford Morris Howell x Cook x Edwards Gulliford x Morris x Howell x is f k- FAGE SEVEN MINUTES JUNE 22, 1987 Ac [ion on Ordinances - continued C. Ordinance No. 90-8J-122, Public Hearing and Final Reading AN ORDINANCE AlENDING THE ORDINANCE CODE OF THE CITY OF ATLANTIC BEAC FLORIDA; AMENDING CHAPTER 24, SECTION 24-I11, SUBPARAGRAPH (b)(U LO PROVIDE FOR MOTELS AS A PElU1LTTED USE; AlENDING SUBPARAGRAPN,(c)(8) TO REMOVE MUTELS AS A USE BY EXCEPTION, PROVIDING AN EFFECTIVE DATE. Mayor Howell presented Ordinance No. 90-87-122 in full, in writing on second and final reading. Said Ordinance was posted in line with Charter requirements. Ne opened the floor for a Public Nearing and invited comments from [he audience. As no one spoke £or or against [he Ordinance, the Mayor declared the Public Nearing closed. Motion: Passage of Ordinance No. 94-87-122 on second and final reading. Commissioner Morris questioned [be need to amend Che Ordinance as motels were presently allowed as a Use by Exception, with no problems to date. The Ci[y Manager said discussion was held at a prior meeting relative [o the fact motels were a permitted use in [he old Code but were changed to a Use by Exception. At Commissioner Morris's request, the Ci[y Clerk furnished a copy of the old Code listing Hotels and lb Leis under easiness "A" as a permitted use. A lengthy discussion was held relative to the Cooenission having [he right of review on the location of motels. The question was called and [I~e motion failed [o pass with a three to two vote. Commissioners Edwards, Gul liford, and lb rris vo [ed nay. * * * k * * * £ * * * * * * * * * * * * * * £ * * * * * * * * D. Continued Discussion on Ordinance No. 90-87-121 clarifvine r ing as of July lb, IYB2. Co®it[ee report on parking was presented under Agenda Item 7. Ceconissioner lbrzis offered his amendments with re-draf [ed Ordinance No. 90-87-121: Sec. 24-161 (a)(1) lase line, after area, add "or any expansion or change of the uses [herein."; (a)(2) 2nd line after [he word "enlaree'". add "or the use of [he buildin¢ is enlareed or change liberalized [he parking space requirements on pages 2 and 3 due to She growth of [he neighborhood. Covooisaioner Gulliford questioned if the suggested amendments were significantly enough different from the proposed Ordinance thac it would be inappropriate to allu. the Ordinance [o be amended and take action that nigh[. The Mayor replied if the amended Ordinance vas introduced as a substitute Ordinance, it would have to go [o Public Hearing. Motion: Passage of Substitute Ordinance No. 90-87-121 on first reading. NAME OF COMMRS. M S V Y V N Edvards x Cook x Cook x Edwards x Gullf Eo rd x Morris x Howell Horcis Gulli Ford ~,_ _ PAGE SIX MINUTES ]UNE 22, 1987 12. Terry McQue request for temporary office [railer - conCinued !b [ion: Approve the request by Terry HcCue to place a temporary office trailer on property at 660 Maypor[ Rd for a period of not more than six (6) months during constructign of his office building. - ' No discussion before [he vote. !b [ion carried unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 13. Action on Ordinances A._ Ordinance No. 65-87-IS - Public Hearing and Final Readine. AN ORDINANCE OF THE CITY OF ATLANTIC BEACH VACATING AND ABANDONING PLATTED EASEMENTS ON LOT 7 AND LOT 8 OF BLOCK 6, OCEAN GP.OVE UNIT 1 AS RECORDED IN PLAT BOOK IS PACE 82'OF THE CURRENT PUBLIC RECORDS OF DWAL COUNTY; PROVIDING AN EFFECTIVE DATE. Mayor Howell presented in full, in writing Ordinance No. 65-87-15 on second and final reading. Said Ordinance vas posted in line with Charter requirements. He opened the floor fora Public Ilearing and lnvitrd ronvnrnta from Cho nud irnr c. Aa no m,p spoke for or aF:n Lis t, the Mayor declared [he Public Hearing closed. lb cion: Passage of Ordinance NO. 65-87-IS on second and final reading. No discussion before the vole. Notion carried unanimously. * * * * * * * * * * * * * * * * * * * * k * * * * * * * * * * * B.. Ordinance. No. 80-87-34 - Public Hearing and Final Readin4 AN ORDINANCE AMENDING THE ORDINANCE CODE OF THE CITY OF ATLANTIC BEACI FLORIDA; AMENDING CHAPTER 22, ARTICLE III, DIVISION 7, SECTION 22-166 SUBPARAGRAPH (b) TO PROVIDE FOR MASTER METERED COlYfERCIAL ACCOUNTS; PROVIDING AN EFFECTIVE DATE. Mayor Nowell presented in full, in writing Ordinance No. 80-87-34 on second and final reading. Said Ordinance was posted in line vi[h Charter requirements. He opened the floor for a Public Ilearing and invited co®nents frog the audience. As no one spoke for or against the Ordinance, [tie Hayor declared the Public Hearing closed. lfo tion: Passage of Ordinance No. 80-87-34 on second and Einal reading. No discussion before [tie voce. Motion carried unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * k * * k NAME OF COMMFLS. M S V Y Y N Cook Edwards x Gulliford x Morris x Howell Cook Edwards Gulliford Morris Nowell Cook Edwards Gulliford Morris Howell PAGE FIVE . FII NL'1'ES JUNE 22, 1987 ion on Resolutions - continued B. Resolution No. 87-21 - item taken up earlier in the meeting. ll. Ac [ion on Exceptions: Mayor Howell stated the Commuri Cy Development Board had recommended approval of [he request. He opened the floor for a Public Hearing and invited comments from the audience. Mr. Parkerson explained he would only be using the office at his home For telephone service and clerics work. Inspections of public build ings'and churches [ha[ carry old type ceilings would be made for samples to take to a laboratory [o determin if is vas ashes ms and should be removed. As no one spoke Eor or again [he Mayor declared Che Public Hearing closed. Motion: Approve the request fora Use by Exception by Terry Parkerson for a home occupation a[ SIO Orchid 8[., Sec. H for an asbestos sampling and consulting service. No discussion before the vote. lb Lion carried unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * k * area. Mayor Nowell announced a typographical error of the address. The corre address was 660 Maypor[ Road, not 600 Llayport Road. Ne opened the flco for a Public Nearing and invited comments from the audience. As no one spoke For or against, [he Mayor declared [he Public Hearing closed. Motion: Approve the request for a Use by Exception by terry McCue for retail sales of automobiles and boats a[ 660 Maypor[ Road in a Commercial General area. No discussion before the vote. Motion carried unanimously. k * k k * * * * * * * * * * * * * k * * k * k * k * k k * * * * * NAME OF COMMAS. M S V Y V N n [, Cook x x Edwards x x Gulliford x Morris x Howell x ue t i Cook x Edwards x x Gulliford x x Morris x Howell x e The correct address vas 660 Mayport Hoad, no[ 600 Mayporc Road. Hr. McC stated he planned [o work out of the trailer during construction of hi building and [he trailer would be removed within six (6) months. PAGE FOUR MINUTES JUNE 22, 1987 6. Extension of eater services - continued Mo [SOn: Authorize [he City Manager to proceed with the project [o ez[end eater services [o eleven residences on Beach Avenue between Eighteenth and Nine [eenth Sts. with [he understanding the homeowners receiving the service would pay for all costs involved. ' No discussion before the vote. Motion carried unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 7. Committee Reports: A. Commissioner John Morris [o report on committee deliberations rela [ive to [he off-scree[ parking Ordinance Commissioner lbrris reported the Committee me[ on Thursday, June 11th a[ 9:00 a. m. in [he City Nall co determine if [he city needed to coot [he uses of off-street parking. There was a general consensus oC [I~e Committee Che city did need to have some control on the uses. They suggested [he Ordinance be redrafted to add the words "having [o do w use". They vent further in [heir sugges[icns and liberalized the ofF- stree[ parking [o approximately SOY. for several of Che uses, i.e. for restaurants where it vas required [o have one narking space for [vo seats, the Committee recommended one parking space For four sea [s, et 8 Action by [he Ci[y Commission to acknowledge receipt of actions an recommendations of the Community Development Board The Mayor acknowledged receipt of the report from [he Community Devel men[ Board. to Discussion vas held on the engineering services in cornet[ion with upgrading water mains in Royal Palms and Beach Avenue. No action Cake 10. Action on Resolutions: A. Resolution No. g7-22 Mayor Howell presented in full, in writing Resolution ti0. 87-22, a Resolution trans(erring certain monies becveen Eunds to provide budge for tye City Clerk's annual salary increase. Eb tion: Passage of Resolution No. 87-22. No discussion before [he vote. Motion carried unanimously. * * * k * * * * * * * * * * * * * * * * k * * * * * * * NAME OF COMMAS. M S V Y V N Cook Edvards Culliford Morris Novell of th P- Cook Edvards Culliford Morris Novell PAGE THREE MINUTES JUNE 22, 1987 Hid Openings -bid openings-one equipment handling [railer-continued Motion: Refer [o Committee for review with Commissioner Culliford Co chair. IE [he Bame [railer is under specified, [hen award tl~e bid to [he lowest bidder meeting [he specifi- cations, which appeared [o be Nichols Truck Body of Jax. No discussion before [he vole. !b [ion carried unanimously. Mayor Howell appointed Hr. Fellows and Mr. Braid [o serve with Commissioner Gulliford on [he Committee. * * * * * * * * * * * * * * * * * k * * * * * * * * * 4. Action by [he Ci[y Commission [o accept Eor maintenance the Public facilities imPro vements in the Beachside subdivision The City Manager reported all necessary documents had been received. Notion: Axep[ the public fadlities improvements in [he Beachside Subdivision Eor maintenance. No discussion before [he vo [e. Notion carried unanimously. * * * * * * * * * * * * # * * * k * * * * * * * * * * * * k * * # Hr. Feilovs explained the property was located on Sturdivan[ Avenue a[ [he western extreme of [he Community Presbyterian Church property. He furnished a brief background of [he right-of-way of lots 725 and 7: He felt it wculd be in [he best interest of [he city [o vacate the right-of-way as the city had no use for i[ and [he maintenance would be back in the hands of the church. Following discussion, [he Cf [y Manager will research in detail and report back at the next meeting. NAME OF COMMMS. M 5 V Y Y N Cook Edwards Culliford Pbrr is Howell Couk Edwards Gulliford 2fo rris Howell 6. Mr. Fellows reported he had six written commitments on hand. Their wells .were running dry and due [o [he emergency, DER had agreed [o issue a permit before Nie plans were prepared by just furnishing [hem a sketch. The extension of water services would be done by city forces. Covmiisaioner Edwards suggested fire hydrants should be in- stalled also. Commission agreed [vo should be placed on [he line. PAGE Tl.'0 PII NUTES ]UNE 22, 1987 IO-B Resolution 87-21 continued Motion: Passage of Resolution No. 87-21. C.nmmissinner Culli(n rd nsprns r. rvl ~~ nrn with [hc prcr rJont tbo Cnin- mission would se[ on using condemnation [o acquire beach access and said he would vote no again, as he had in [he past. The comment was made it vas possible [o open every scree[ end [o Che beach with [he exception of 17th and 20th and 17th Street vas open at one time. llayol Novell commented 16th was open, but was very difficult [o cross over. He offered historical background of 17th relacive to how it vas close 20th Street vas a different situation as [here was never an access to [he public at 20th St. Mayor Novell advised the Commission of a Resolution he had just recei~ from [he Governor and Che Cabinet of [he S[a[e of Florida urging all cities [o provide additional public access [o [he beaches. Following discussion, Commissioner Morris moved a substitute motion: Substitute lfo cion: Remove parcel ivo (2) From [he Resolution. During discussion before Che vo [e., Mayor Novell said he would vote no on [he motion, as he though[ [he city should be in a position to move wich condemnation if necessary. The question vas called and the mo [ion carried with a three to [vo vote. Mayor Nowell and Conuniss Tone Edwards voted nay. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * The question was Chen called on [he motion for passage of Resolution No. 87-21 that pertained only to parcel one (1) (20th S[.). The motion carried with a four [o one voce. Commissioner Guil iford voted nay. * * * * * * fi * * * * * * * * * * * * * * * * * * * * * * * * 3. Bid Opening: Receipt of sealed bids_for furnishing and del fiver in one equipment I:andling [railer The following bids were received and opened: 1. Bame Trailers, Sudbury, N.C. $4,600.00 Mayor Howell read exceptions a[[ac}led [o [he bid. 2. Crosby Manufacturing of Starke $5,904.OG J. Nichols Truck Bodies of Jacksonville $5,366.00 4. Tiger Line, Minster, Ohio $7,482.00 Hid tabulation attached }~ere[o and made a pare hereof. NAME OF COMMAS. M S V Y V N Cook Novell x d Cook x Edwards x Gulliford Aiorris Howell Cook Edwards Gulliford Morris Nowell MINUTES OF TN F. REGULAR MEE1'LNG OF THE ATLANTIC EEACN CITY COMIISSION NELD AT CITY HALL ON JUYE 22, 1987 AT 7:15 P.M. PRESENT: William S. Howell, Mayor-Commissioner Robert e. Cook, Sr. Glenn A. Edwards William I. Gulliford, Jr. John W. Morris, Jr., Commissioners AND: Richard C. Fellows, City Manager " Richard C. Corbin, Acting City Attorney Adelaide R. Tucker, City Clerk The meeting was called to order by Mayor Howell. The invoca[ion,offere by Commissioner Cook was followed by the pledge to the flag. 1.Approval of the Minutes of the Regular Meeting of June 6, 1987 Motion: Hinu[es of [he Regular Meeting of June 6, 1987 be approved as written. No discussion before [he vole. Motion carried unanimously. 2. Recognition of Visitors - None A[ tlayor Howell's request, and with no objection Crom [he Commission, Item IOB was taken up next. IO. B. Resolution No. 87-21 Mayor Howell presented fn ful'_, in writing Resolution 90. 87-21, a Resolution authorizing the City Attorney [o condemn, for easements twc parcels of land for proposed access to the beach at 17th and 20th strc Mr. Edward Lane, Jr., 1721 Beach Avenue spoke against the proposed as a[ 17th. He assured the Commission be was very much in favor of public access to the beaches and understood it was essential [o balance the rights of the property owners against the rights of the public, howevc he did no[ feel a walk of 500 fee[ south from 17th [o reach the plate Devees access would be so burdensome [o the public chat i[ justified I drastic remedy of condenma[ion. He felt it would be a burden on the pl erty owners if the Resolution was passed to include 17th S[., as the public would be parking on his vacant lo[ west of Beach Ave. that he ~ Eor his family parking, and would also park on tlce adjoining neighbor: property. There is no city parking available at 17th Scree[. Mr. Lane respectfully suggested the Commission eliminate 17th St. from the Res lu[ior. for [he present time, with [he idea of first getting more info'. ma[ion on [he affect of Devees, and [he parking problems. llr. Donald Wolfson, 1725 Beach Avenue and Mrs. William Strom, 1719 Be: Avenue also objected [o the proposed access at 17th S[ree[. ME OF COMMRS. M O T 1 O N S E C O N D V O T E D Y E 5 V O i E D N O Cook x Edwards z x Gulliford x Morns x x Howell x ts. ss e P- i ed i h ~, COMMITTEE HINUTES The co~itc ee appointed by the Hayor to review the appraisal of Broom, Moody and Johnson on abutting lands owned by [he Ci[y of A[lan[ic Beach and [he Selva Linkside Development, me[ on Tuesday, June 23, 1987, at 11:00 AH. Present were Chairman Nilliam I. Gullif ord and CS[y Manager Richard Fellows. Also present vas Louis MatDOnell, representing Selva Linkside. The Committee discussed the results of [he appraisal showing that [he 3.37 acre parcel owned by the City and a 4.24 acre parcel owned by HacDonell, appraised out at $20,000 an acre, while the Bull/Helow parcel of approximately 35.78 acres, appraiaed out at $32,000 as acre. Discussion ensued as to possible al[ernat ives to be recommended to the City Comeission relative .[o how the proposed development would cross Che City-owned land and precisely what proposal would be in the best Snter- ests of the City. Considerable discussion took place regarding the pros and cons of various approaches to the problem, and after reviewing the maps, several different lay-outs of the Selva Linkside subdivision, the location of [he adjacent City property, and again reviewing [he Broom appraisal, i[ vas suggested that the developer, Louis HacDonell, Calk with his part- ners and provide to the committee three alternatives relative [o what Selva Linkside would consider a fair and equitable arrangement for acquisition of some or all of [he City land under discussion. There being no further discussion, the meeting vas adjourned at 11:45 AM. i Mailing List for Bid No. 8687-6 B.B. }IC Co rmick S Sons P.O. Box 50248 Jacksonville Beach, 32240 Land Forma[ions P.O. Box 19841 Jacksonville, 32245 Duval Aspt;a lc, Inc. 7544 F't;i llips Highway Jacksonville, 32216 Barcorp, Inc. 8452-1 Ne rlong Road Jacksonville, 32210 Vallencoutt Cons[zuttion Co. P.O. Box 2112 Orange Park, 32067 Charlie Pace '- ~_ CITY OF /~tta«r~c ~eaek - ~ { ]160CEAN BOULEVARD _1~--__ _.. __ __. ___.-__ P. O.BOA Z6 ATLANTIC BEACH. FLORB)A ]1R3J _ `L ~ TELEPIIONE19011 Y1321% June 2, 1987 CITY OF ATLANTIC BEACN INVITATION FOR BIDS NOTICE is hereby given that the CSty of Atlantic Beach, Floprida, will receive sealed bids in the Office of [he Ci[y Clerk, City Hall, P. 0. Box 25, 716 Ocean Boulevard, A[lan[ic Beach, Florida 32233, until 5:00 PM, July 30, 1987, [o FurnSsh All Labor, Materials and Equipment to Construct Russell Park Paving and Drainage Improvements in Atlantic Beach, Florida. Bids shall be ent losed in an envelope endorsed "Bid No. 8687-6, Sealed Proposal for Furnishing All Labor, ita serials and EqulDmen[ [o Construct Russell Park Paving and Drainage Improvements, co he Opened 7:15 PM, July 13, 1987." Plans and specifications may be obtained from the City's Consulting Engineers, Connelly d Nicker, Inc., 1301 D Penman Road, Jacksonville Beach, Florida. All bidders must furnish a bid bond in the amount of SS of [he bid, references testifying to the quality of their work, and file certif Scares with the Ci[y Chat [hey have obtained and will continue Co carry Workers' Compensation, public and private liability and property damage insurance in adequate amounts during Che life of the <on tract. A performance and payment bond will be required of Che successful bidder. eid prices must remain valid for sixty (60) days after the public opening of bids. The Ci[y of Atlantic Beach reserves [he right to rej ec[ any or all bids or parts of bids, valve informant ies and [echnicali[Ie s, and Co make [he award in what is deemed to be in [he best interest of the Ci[y of Atlantic Beach. Joan LaVake Buyer R * # R * * t # * * * * * * * * * * # * * # # # # * k * * # * * * # # * # k FLORIDA TIMES-UNION: Please publish one time firs[ available issue. Submitted by Joan LaVake - 246-2766. AGENDA CITY OF ATLAN'L IC BEACH Call to Order July 13, 1987 Invocation and Pledge [o the Flag 1. Approval of [he minutes of [he regular meeting of June 22, 1987 2. Recognition of visitors 3. Bid Opening: A. Receipt of sealed bids for paving and drainage improvements in Russell Park 4. Committee Reports: A. Report by Commissioner William Gu 11 if ord, Jr. on a meeting of the commi t[ee reviewing the appraisal of Broom, Moody and Johnson on abutting lands owned by the City of A[lant is Beach and [he Selva i.akeside development S. Action by [he Ci[y Commission on a request by the Pension Board of Trustees [o approve the selection of Merrill Lynch as [he board's Pension Consultant, and 'agreement [o fund [he fee of $3,000.00 per year 6. Discussion by [he City Commission on [he desirability of authoriz- ing an Ordinance be drawn [o close an existing right-oE-way across Lo[ 725 and a portion of LoC 736 adjacent Co [he Community Presby- terian Church in exchange for an easement for drainage and util- ities across Lo[ 727 and a part of Lo[ 736 7. Action by [he City Commission to approve a Change Order on the sewer cons[ ruction project [o provide, among other things, landscaping and demolition of two existing structures R. Discussion by [he Ci[y Commission on the naming of neighborhood parks at the intersection of Rose and Orchid Street, and north of the new sever plant between Francis Avenue and the public works yard 9. Further discussion by [he Ci[y Commission relative [o beach access- es at Seventeenth Street and Twentieth Street I0. Action on Resolutions: A. Adoption of Resolution No. B7-23 au[horiz ing Che acceptance of a federal grant in [b:e amount of $85,450.00, representing SSi of the cost of sever rehabilitation in Section '.. g. Adoption of Resoiu[ion No. 87-24 authorizing a budget adjustment Miscellaneous Adjournment compensatory time. Please read this over and if agreeable, we would like [o have [his officially adopted by [he CSty Commission. o The Community Development Board me[ on Tuesday, July 21, 1987, and we are enclosing a memorandum of the actions taken by [he board. Wesley Bunco of 1144 East Coast Drive will be appealing the decision of [he board [o deny him authority [o subdivide his lot and create two smaller lots. Appeal of Community Development decisions is provided in Section 24-49(3). This will 6e an agenda item on Monday night. o Money has been budgeted Chis year for the replacement of water mains in Royal Palms and the up-sizing and improvement of water mains on Beach Avenue be[veen Ahern and Sixteenth Street. From [he proposals we have received, i[ appears we are obligated [o use the procedures outlined in [he Consultants Compe[it Sve Negotiation Ac[. This will be an agenda item for Monday night. o Prior [o [he last Cicy Commission meeting we furnished each of you with copies of the system evaluation and recommended improvements for water treatment plants 1 and 2 prepared by Connelly and Wicker. We wish to proceed with the Phase I improvements program for which money has already been budgeted [his year, but in order [o have [he necessary engineering drawings and specifications prepared we will Have to acquire [he services of an engineer, and with the Commission's concurrence, we plan [o utilize the Consultants Competlt ive Negotiation Acc for [his project as well as the one mentioned above. o After speaking with some members of the City Commission and meeting with Police Chief Thompson [o consider [he problem [he City has with people parking on, and sometimes blocking the sidewalks, ve have concluded the best interests of everyone will be served by keeping cars off [he sidewalks, even if only one [ire is parked on it. Absent any objections from the CI[y Commission therefore, cars which we find parked on any part of the sidewalk will receive a warning for [he first offense, ticket for the second offense, and be Coved for the third offense. We plan to Smplement this immediately. o Mealy Street Properties are requesting acceptance by the Ci[y of the public utilities in [heir project known as Mayport Industrial Pazk. They are hoping [o have all Che necessary documentation [o us in time for the meeting and this will be an agenda item nn Monday nigh[. ,.~, ~1 CITY OF ,~r~ a~ - ~ July 24, 1987 ]160CEAN BOULEVARD P. O. BO%25 ATLANTIC BEACH, FLORmA asza] TELEPHONE 19011242]% To: The Honorable Mayor and Ci[y Comm~i]ssi~one rs From: Richard C. Fellows, City Manager ~JlJ~ Subj ecC STATllS REPORT o Copies of the minutes of the lase regular meeting are enclosed along with any mail from your mailbox which you had not already picked up. o The Pension Board of Trustees will meet on Tuesday nigh[, July 28, 1987, at 7:00 PM Eor purposes of considering a contract vi [h [he finan- cial consultant for [he board. Also to be considered will be additional pension benefits. o In regards [o Jordan Park and Grage Park reten[ly named by the Ci[y Commissioners, we are talking with [he company in Vero Beach [ha[ made the Ci[y seal in back of the City Commission dais relattve [o prepara- tion of some type of memorial plaque for outdoor use at each of [he parks. We will keep you advised. o Coswiss inner Cook's committee on reviewing the paving and drainage bids for Russell park has met, and a copy of their report is enclosed. This will be an agenda item on Monday night. o We are enclosing proposed instruments in regards [o the closing of right-of-way and [he acquisition of a sever line easement adjacent to Community Presbyterian Church along with [he documents which will be required in our negotiations with Selva Links ide. Please look these over as they will be agenda items for Monday night. o In regards [o the two letters which ve have received from residents on Magnolia Street reia[ive to the parking problems, a mee[Sng has been set for 6:00 PM, Wednesday, July 29, at Clty Mall for purposes of discussing alternac ives with [he neighborhood. Letters have been mailed [o [he residents on Magnolia, Pine and Poinsettia inviting them to attend. o Please find a copy of a proposed amendment [u the employee Personnel Rules and Regulations handbook. The proposal would add a new Seccion 4.12 providing a written policy on the accrual and use of ORDINANCE N0. 65-87-I6 AN ORDINANCE CLOSING, VACAT INC, AND ABANDONING THAT CERTAIN ROAD EASEHENT AND/OR ROAD RICHT-0F-WAY DESCRIBED IN O.R. VOLUME 2509, PAGES 576, 577, ANU 578, MORE PARTICULARLY DESCRIBE- AS ALL OF LOT 725, AND THE WEST FIFTY (50) FEET OF LOT 736, ALL AS SHOWN ON THE PLAT OF SECTION 3, SALTAIR, RECORDED IN FLAT BOOK 10, PACE 16, OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA; PROM-ING AN EFFECTIVE DATE 8E IT ORllAINED BY THE CITY C0.~4fISSION OF THE CLTY OF ATLANTIC BEACH, FLORIDA, as fol loos: Section I. The Ci[y does hereby close, vacate and abandon all '~ right and title to that certain road easement and/or road right-of-way as described in O.R. Volume 2509, Pages 576, 577, and 578 of the public j records of Duval County, more particularly described as all of Lo[ 725 and [he vest fifty (50) feet of Lo[ 736 as shown on the plat of Section 3, Saltair, recorded in Pla[ Book 10, Page 16 of [hc Public Records of Duval County, Florida. Section 2. This Ordinance shall become effective as provided by law. i Passed by [he CS[y Commission on firs[ reading Passed by [he Ci[y Co®ission on second b final reading William S. Howell, Mayor, Presiding Officer Approved as to Form S Correctness: C]aude L. Mullis, City Attorney , ATTEST: Adelaide R. Tucker, City Clerk ~- `~ would consist of a right triangle whose height would be 125 feet along tl~e westerly sections of lots 4, 5, and 6, and whose base would consist of [he vest 50 fee[ along the south line of Lo[ 4, consisting of 3,125 square feet more or less, together with [he south 50 feet of Lo[s 9, 10, and I1, along with a parcel composing a right triangle on Lots 7 and 8, consisting of a base of 50 feet along the south and southwest lines of Locs 7 and 8 of SO Eeet, and height of 50 feet along the vest line of Lot 8 consisting of 1,250 square fee[ more or less, the total of vtiich together is .462 acres more or less, all a par[ of a proposed Planned Uni[ Development known as Phase I, Selva Linkside. Section 3. The intent of this Ordinance is [o carry out [he conditions contained in [he official minutes of tl~e discussions between the City of Atlantic Beach and Selva Linkside Partnership held at [he official City Commission meeting on Monday, July 13, 1957, with all values based upon appraisals contained in an appraisal Cade by Broom, Moody and Johnson of Jacksonville. Section 4. This Ordinance shall take effect upon 1[s adoo[ion. * * * k * * * * * * * * * Passed by the City Commission on firs[ reading Passed by [he CL[y Coamission on second b final reading Nilliam S. Howell, Mayor, Presiding Officer Approved as to form and correctness: Claude L. Hullis, Ci[y Attorney ATTEST: Adelaide R. Tucker, City Clerk ORDINANCE N0. 95-87-32 AN ORDINANCE AUTHORIZING TILE TRANSFER OF CERTAIN REAL ESTATE OF THE CITY OF ATLANTIC BEACH TO SELVA LI NKSIDE PARTNERSHIP IN EXCHANGE FOR OTHER PROP- ERTIES, MONIES, AND OTHER CONSIDERATIONS AS SET FORTH HEREIN; PROVIDING AN EFFECTIVE DATE. BE IT ORDAINED BY THE CLTY COMMISSION OF THE CITY OF ATLANTIC BFACH, FLORIDA: Section 1. The Mayor-Commissioner and City Clerk are hereby authorized [o execute a deed conveying the following described property to Selva Linkside Partnershlp, a Florida General Partnership, consisting of Louis B.MacDonell, Billy M. Artie, John A. Merritt III, and J. Thomas Cay, upon their compliance with the provisions and considerations se[ forth in Section 2 herein. LEGAL DESCRIPTION OF CITY PROPERTY BEING CONVEYED That certain tract or parcel of land being a part of Government Lo[ 1, Section 17, Township 2 south, Rannr 79 E,•:r, Duvn'. Cnunl y, Finrldn, Lo lnp murr particularly described as mmniencing at the north- east corner of [he Castro Y Ferrer Gran[, Section 38, Township 2 south, Range 29 east; thence north 6° 45' vest along a northerly prolongation of the easterly line of said gran[, 1,576.44 fee[ [o a point for [tie point of beginning; thence continue north 6° 45' vest, 497.50 feet to a point in the north line of said Government LoC 1, [hence sou[Ii 89°28'50" vest along said north line, 106.5 feet to the northwest corner of said Government Lo[ 1; [hence south 0°0'17" east along the vest line of said Government Lot 1, a distance of 495 feet, thence north 89°28'50" east, 170 feet to [he point of beginning. Conta Lr.ing 1.192 acres more or less; provided however, the City reserves the westerly 25 fee[ [hereof for an unobs[rut [ed perpetual easement for eater and sever lines and drainage over, under and across said property. Section 2. Selva Linkside Partnership, a Florida General Partnership consisting of Louis B. MacDonell, Billy M. Arz Se, John A. Hewitt III, and J. Thomas Gay, in consideration of [he provisions contained in Ser_tion 1 herein, agrees Co convey by warranty deed [o the Cicy of Atlantic Beach the following described property, and in addition thereto, $9,056.00 in cash: LEGAL DESCRIPTION OF SELVA LINKSIDE PROPERTY The vest fSfty feet of Lots 1, 2, and 3, along with tl,e westerly portions of Lots 4, S, and 6, which CITY OF ATLANTIC BEACN BUDGET ADJUSTMENT NUMBER: - 87-09 EFFECTIVE DATE: 07-27-87 FUND: Capital Projects EXPENDITURE REVENUE ACCOUNT NO. ACCOUNT TITLE ADD DEDUCT ADD DEDUCT 30-561-6307 Russell Parking Lot 30,000 30-271-0000 Prior Year Fund Balance 30,000 TOTALS 30,000 30,000 0 0 EXPLANATION: To additional provide budget for paving the parking lot at Russell Park. PREPARED BY: Racry E. Royai, Finance Director INITIATED BY: Richard C. Fellows, City Nanager DATE:07-27-87 CONNISSION ACTION REQUIRED: Yes DATE RECEIVED: 07-27-87 ________ _________ ~... CITY OF ATLANTIC BEACN BUDGET ADJUSTMENT NUMBER: - 87-09 EFFECTIVE DATE: 07-15-87 _________ _____--- FUND: General Fund-O1 EXPENDITURE __________________ ACCOUNT NO. ACCOUNT TITLE ADD DEDUCT O1-512-1100 Salaries 463 O1-512-2100 F.I.C.A. 35 O1-512-2200 Pensions 159 O1-510-4900 Other Current Charges 677 TOTALS 677 677 REVENUE ______________ ADD DEDUCT EXPLANATION: To transfer funds from the Commission's contingency account for City Manager's salary increase. PREPARED 8Y: Harry E. Royal, Finance Director INITIATED BY: Richard C. Fellows, City Manager COMMISSION ACTION REQUIRED: Yes DATE:07-27-67 DATE RECEIVED: 07-27-87 M-~_._ RESOLUTION N0. 87-25 A RESOLUTION TRANSFERRING CERTAIN MONIES BETWEEN FUNDS WHEREAS, [he City Charter of [he City of Atlantic Beach requires that [he Ci[y Commission approve all budgetary increases and transfers from one fund [o another, and IJNEREAS, the nature of budgetary systems and [hose day to day decisions affecting such budgetary systems require adjustment from time to time, NOW, THEREFORE, BE IT RESOLVED by [he City Commission of the City ~. of Atlantic Beach, that [he attached Budget Adjustment No. 87-09 be approved for the 1986-1987 budget. ' Adopted by the City Commission July 27, 1967. i i z z x x x x x x x x x x z ' i William S. Howell, Mayor, Presiding Officer Approved as [o Form and Correctness: Claude L. Mullis, Ci[y Attorney ATTEST: Adelaide R. Tucker, City Clerk .tf , ;! ~ - ZONING AND SUBDIVISION REGULATIONS ¢ 24255 (b) Drainage, woferrouraes Where fl subdivision t traversed by a watercourse, canal, dreinageway, nonnavtgeble channel or stream, them shell be provided a storm water ease- ment or drainage rightof-way conforming eubetantieliy with the linen of the watercourse, and each further width or construction, or both, ea will be adequate for the purpose. (c) Other drainage msemenfx Other easements may be required f: r drainage purposes of each size end location u may be determined by the edminielrative nBiciel. (d) pedestrian and aervia easements Where necessary for safety end convenience, pedes- trian end service easement or rightof--way may be provided. (e) No city a:penal Easement required by these regulations within proposed eubdivi- sions shall be provided at no eapense to the city. (Ord. No. 90-82-74, ¢ 2(IV, E, 3), 7-2882) Sec. 24-254. Blocks. (a) CenercL The lengths, widths end shapes of blaeke shall be determined with due regard !o: (1) Provision of adequate building sites euitble to the special nerds oCthe use ronlemplaled; (2) Zoning requirements ea to lot sizes and dimensions; (2) Necds for convenience access, circuletian, control end safety aCetreet and pedestrian lrallic sad fire protection. (b) Block lengths Block lengths shell not exceed twelve hundred (1200) feet between intersecting street, except that the city may approve blocks of greater length. (Ord. No. 90-82-74, § 2(IV, E, 4), 7-2682) Sec. 24-255. Lots. fa) GeneraC The lot size, width, depth, shape end orienttlon, and the minimum building setback lines shall be appropriate for the location of We subdivision and for the type of development end use contemplated. Lot artangement end design shell be such that ell lots will provide satisfactory end desirable building sites. In no event shell fl lot have a width of lea then seventy-five (76) &et et the building line, nor shall it rnnlein less than eevm thouand Bre hundred (7,500) rquare feet. (b) D•'mensions Lot dimensions shall conform to the requirement of article III of this chapter, end: _ (1) Residential septic Tanks or wells Residential lot proposed with individual wells and/or septic tank disposal fields shell conform to the stnduds of the department of health, welfare and bio-environmentl services of the city end the Florida Depart- ment of health and Rehabilittive Services. (2) CmnmerciaC industrial olj--street parking. Depth end width of properties reserved or laid out for commercial end industrial purposes shall be eLequate to provide for the '1481 4 24.188 ATLANTIC BEACH CODE established prior to the adoption of any regulations controlling eubdiviaiona, the parcel shall be epProved by the city commission by the tame procedure, rules end regulations es for a subdivision. (b) Procedu: a (or subdiuiaions where (afore resubdiuiaion U indicated Whenever a parcel of lend is subdivided end the eubdivieion plat ehowa ona (1) or more IoU containing more than one (U sere of land and there are indications that the IoU will eventually be resubdivided into small building ailee, the city commission may require the eijoaance Cor future opening of strceU and the ultimate ex[ewian oC adjacent atreeU on that parcel of lend. EesemenU providing for the future opening end extension of the etreeU may be made a requirement of the plat. (c) Combination or remmbinNion o(preuiowly platted tots No combination ar recombina- tion of portions of previously platted IoU is permitted when new parcels or residue) parcels smaller then any of the originel'IdU are created, unless otherwise permitted under townhouse regulations. lord. No. 9082.74, 4 2(1V, A, 3), T-26.82; Ord. No. 90.83.82, 4 1, 12-12.83) Sec. 24(89. Vacation of p1eU. An applicant may apply for the vacation oC any plat or any part of any plat et any time before the sale of any lot therein, by a written instrument, to which a copy of the plat shall be attached, requesting the same U be vacated. (Ord. No. 9082.74, 4 2([V, A, 3), 7-26.82; Ord. No. 90-83-82, 4 1, 12-12.83) Secs. 24190-24200. Reserved. UIV151ON 2. APPLICATION PROCEDURE Sec. 24201. General requiremenU. It shall be unlawful for any person to submit a plat for the subdivision o(lend U the clerk of the circuit court of the county or his reprexntative for the purpose ofrecording the plat in the olrce of the clerk until the plat has been approved by the City commission under the provisions of this article and signed by the mayor. If an unapproved plat U rearorded, it shall be stricken from the public records upon the adoption of an appropriate rewlution by the city commission. No changes, erasures, modifications or revisions shell be made in any plat approval by the city commission without the consent oC the city commission. IOrd. No. 90.82.74, § 2q V, 8, 11, 7-26.82) Sec. 24.202. Plat review procedure. There are three (3) stages of review for plat approval: the concept plan review, the preliminary plat review, end the final plat approval. The administrative ollicial shell chttk each stage of review for consistency with the comprehensive plan end article Ill of this 1466 F° ¢~ ~.. ~ _~ ~ ~~: ' ' OI N Oi ~~ I i ~ i i _ _ V V W b ~; i I ~ ~ Q ' i O I ~ ~ I t I ~ L_ __ _'. .! ~ ,o _ PROPFR7Y LiNi ~ ~-- - -- -~ - - ~ ~ Sc-C~--- ----------- r lam' ~/u~) ;~... _ 1 Q Q 2 Q t V~ i~' June 12.198) l'et It lun lu the Clty oC At lane lc Death Subject: Request for exception to Ordinance [o subdivide property a[ 1144 East Coast Drive to build a single faml ly home . Owners: Wesley 8 Cyndi 8unce Please consider our request to build a single family home on our present loc. The following neighborhood owners surrounding subject property have sEgned in favor of our lncen[fons. Ne believe the completed project will enhance the community with a new structure. i[ is our opinion chat the change will no[ significantly alter the density of our fine neighborhood. NAME 8 ADDRESS PfIONE C4n..c~,~ ~. `rea£a,GC.rY .7~G - z 7 0 7 306-/2+~ S>'. G ~ Gr `~`.~'"r~ /0 9 ~ ~~ ~e,r~•~ C• Kiss N load ~.Cor~sfi ~~. 2rfC-d~3o ~k~h~ {'lam ~eplr[~ FIM u. ~~~/ a 7J~- i~ 5T ,_,_ ~_.n_ _ . is requesting to divide hie $D'X 1W' corner lot into tvo lots, 50' x 66'6' and SU' x 83'6•. The Board informed Mr. Bunce that his request ie prohibited by a epeclEic ordinance (section 24-1887. The Board roe concerned that a precedent rould be set by alloying the creation of tro substandard lots. The Board recommends approval of an application for use by exception for mini-rarehousee in a Commercial General zoning dietric t, by Conrad Corart, for his property on Mayport Read. The property backs up to Nater Plant Ro. 2. The plan calla for offices in the Srant along Maypart Road, and mini- rarehousea in the rear, rhich rill not be visible from Mayport Road. The recommendation ie contingent upon the storage facilities not being used for 6ueineea purposes, that storage of hazardous, flammable, or toxic chemicals not be alloyed, and that a 6' solid fence be installed along the easterly boundary to shield the Fleet Landing project. Rasp c Eully Submitted, i Rene' Angers, Se story Community Devel p ant Bcard c CITY OF 1~ fltfantlc 'l1 4 ~~ ~ S"uuls - ~lailda ]I6 n('F.w\ IIUULFYARD ._____ -_-__ P. U. tl0X 25 ATLAtiTIC HF.ACfI. PWHWA32233 ~~ Tt:LF:PNUVE 190112E42396 July 22, 19»7 MEHORANDUH To: The Honorable Mayor and City Commission From: The Community Development Board Subject: Hoard Actions of July 21, 19b7 with Recommendations Your Community Development Board took the following actions at their regular meeting on July 21, 19B%: ^ The Board accepted a request to withdraw an application for rezoning from CPO to CL for property on Mayport Road and Saratoga Circle, deferred from their previous meeting. " 7'he Board made no decision on a request to allow a gazebo in the front yartl (ocean side) of an oceanfront lot by John and Susan Podzamsky, 2115 Beach Avenue. There vas a split- 3 to 3 vote, one member vas absent. The request rill be re-presented to a full board ai their next meeting. ^ The Board approved an application for aide yard variance by Donald R. Jordan, 231 Seminole Road. The variance rill allow construction of a carport which rill encroach the required side yard by 1. Band is contingent upon rrltten approval from the adjacent property owner. " The Board approved an application far side yard variance on a corner lot by Gerard Vermey, 40B Seaepray Avenue. Hr. Vermey obtainetl a building permit to construct a building 15' from the corner Bide property line-the foundation would be 18' from the property line and the cantilevered second floor would extend to within 15' of the property line. The footings were inadvertently dug and the Blab poured at the 15' mark, causing the second floor to encroach the side yard by 3'. The error was discovered by the Building Inspector while inspecting the framing of the second floor. 7'he Board recommended that foundation surveys antl rail elevations be provided on each job site for review by the Snspector prior to framing of the structure. ^ The Boartl recommends denial of a request to recombine a previously platted lot. Mesley Bunce, 1149 East Coast Drive Section 4.12 Accrual and Use of Compensatory time in Lieu of Overtime Compensatory time may be accrued in [he same manner as overtime pay. Compensa[orv time may not be accrued for hours no[ worked. One and one-half (1~) hours of compensatory cime may be accrued for each hour of overtime worked in excess of forty (40) hours in a seven (7) day stan- dard work week. When an employee accrues more than fifty (50) hours of compensatory time, [he excess must be utilized within th irty (30) days. Compensatory time off will be taken at the convenience of [iie department but every effort will be made [o meet the employee's convenience. Employees leaving the City, for other than cause, will be compensated for accrued compensatory time hours up [o fifty (50) hours. Compensatory time must 6e documented and filed with [he personnel office a[ CI[y Hall. Superintendents, Division Chiefs, and Lieu[enan [s, because of [he nature of their duties, are exempt from [he overtime provisions of the Fair Labor Standards Ac[, but will be considered for compensatory time off on an individual basis upon approval of their department head. Department heads are also exempt from [he overtime provisions of [he act, but may receive compensatory time off on an individual basis on approval by [he Ci[y Hanager. Section 4.12 applies Co all employees with [he exception of personnel covered by a collective bargaining agreement, in whicb case, [he coller rive bargaining agreement shall control. Firefighters may accrue compensatory Cime for all hours worked in excess of two hundred twelve (212) in any twenty-eight (28) day period. Sleeo time will not qualify for accruing compensatory time, therefore, compen- satory time will be calculated on Che basis of a sixteen (16) hour working shift. DRAINnce AND seuace EnsexENT THIS INDENTURE, made this day of 1987, by and between COlCdUNITY PRESBYTERIAN CHURCH, a non-profit corporation, under [he laws of [he S[a[e of Florida, hereafter called [he Grantor, and the CITY OF ATLANTIC BEACFI, a municipal corporation under [he laws of the State of Florida, hereafter called the Grantee, WITNESSETN: Chat [he Grantor, in consideration of one dollar ($1.00) and other valuable considerations, the receipt whereof is hereby acknowledged, does hereby gran[ and convey onto Che Grantee and its successors or assigns, a perpetual unobstructed easement, license and rlgh[ for water, sewage and drainage purposes, over, upon and through [he lands situate in said city, and more part icularly described as follows: 1. A [vents (20) foot easert.ant across [hat portion of [he area designated as Park Avenue (Now closed), 17Lng between [he prolongation northerly of the west line of Lo[ 737, and the prolongation northerly of the west line of Lo[ 727, all as shown on [he plat of Section 3, Saltair, recorded in Pla[ Book 10, Page 16, of [he Public Records of Duval County, Florida, and; 2. A twenty (20) foot easement over and across Che easternmost fifty (50) fee[ of that lot designated as Lot 736 on the Plat of Section of Section 3, Sa 1[air, recorded in Plat Book 10, Page 16, of [he Public Records of Duval County, Florida, and; }, The vest twenty (20) feet of that lot designated as Lo[ 727 on [he plat of Section 3, Saltair, recorded in Plat Book 10, Page 16, of the Public Records of Duval County, Florida. TO FL1VE AND TO HOLD [he same under the Grantee and and its succes- sors in perpetuity. IN WITNESS WHEREOF, [he Grantor has caused these presents [o be executed by its duly autl~orized trustees [he day and year above written. Signed, Sealed and COMMUNITY PRESBYTERIAN CHCRCN delivered in the presence by: of: Erwin P. Golden Chairman, Trustees of Comnuni[y Presbvcerian Church As to all of [he members of the John W. Welden, Trustee Board of Trustees Lyle F. Reimann, Trustee Romaine Phillips, Trustee Uavid Mac lnnes, Trustee William B. Maloney, Treasurer _.... i ~pp0 ~ ~ ;.^ .`\- /~ . / 7 f ~~~.. .= 'dr, ;„ :-~+ '~l. r ii ~~\ ,,l~~~,jj,, ~2A P0. ~~ ~~ _. .. .r. ~i.~ '.. t ;~~_ ~ ~ ~N, `lam .: ,i ,- P9 ~~, 3, N 1 ~ ~ ~a ~- , ,Ji ~ ~ `~ s,: ,I _ \~\l\ N ~~ ~,..: ~ ~ ~~. `~ i „" ~ . ~ ..~.. i~ J 1` t'b fir' j ~ ~5y 5~ ~: ..•: ' // 4 a; ~~ ® ~'~ -~ _. ~ u ` LERIM ~ ` U. ~ } ~~ ° N ~'' i •' ~ 4 . ® . r i ~ ~ ~` ~ / ~~~ ~ ~.~ ~ ~ . ~ ~ ~1 ! j p ~ ' ~ ~ "' 9 ~ ® 1 v ~; ~` ~ ~~ ~. • • 'I C-~ 'a ,,..__ ~ I ~ ~ i MINUTES Tl~e committee appointed Co evaluate bids on the paving and drainage improvements in Russell Patk met on Tuesday, July 21, 1987, in [he CI[y Nall conference room. The meeting was called Co order at 10:00 Ai( by the chairman, Commission- ez Bob Cow k. Also present were CS[y Hanager Fellows, Finance Director Royal, and Connelly and Nicker Consulting Engineer, Buck 8nellings. The chairman announced [he purpose of [he committee vas [o evaluate [he bids submitted by three companies in connection with [he referenced project and make a determination as [o uhe[her to proceed with [he project, and if so, where the funding vas to come from, and whether or not [I~e apparent low bidder was qualified. The committee members compared [he proposed plena of [he Russell Pazk improvements and matched them up with those of the Public Safety Build- ing [o get en idea of [he manner in which Che improvements would abut each other, and discussed Che number of parking places, [he proposed lighting of Che parking area, and other matters in connection therewith. The committee also discussed a memorandum from [he Police and Fire Departments in support of [he proposed paving and lighting, pointing out clie designed parking area Sn front of the new Public Safety Building would include only sixteen spaces, two of vhtch would be for handicapped park Lig, with eight spaces Sn [F.e rear. I[ vas felt adequate parking for Clie general public s:~ould he provided in front of rile building and tl~e additional paving for Russell Park would provide spaces for employee parking as well as parking For large numbers of people us Sng the park facLli[ies. In regards [o financing [he improvements, $30,000.00 had been included Sn ll~e budge[ and In order to fund the low bid of $58,840.00, a budge[ transfer would be required to transfer money from the general fund rash reserves to capital projects. Further discussion ensued relative to [he pros and cons of the lo[ size, the 1/ghCing and eonfigu ration, following vhlth 1t vas the unanimous decision of [he committee [o recommend the Ci[y Commission proceed with award of the bid to Land Formations, Inc. of Jacksonville, Sn the amount of $58,840.00, and that work be commented as soon as possible. Ttie re being no further discussion, the meeting was adjourned a[ 10:40 AM. ;: H. PACe six MINUTES JULY 13. 1987 Miscellaneous Hayor Howell sca led the cox roll from Duval County would not be re- ceived for several weeks. Because of Slate Lav, a maximwo mil loge had Co be sec now. He requested the Commission sec the identical millage set in 1986 (1.8892 operating and .}5 on debt). The firs[ Public Hear ing would be held on September 2l, 1987 on the proposed budget. A Special Heeling would be held on September 28, 1987 for final passage of the budget. Motion: Sec [he tentative millage a[ 1.8892 operating and .35 deb[. Fo Moving discussion, [he question vas called and the motion carried unanimously. * * * * * * * fi * * * * * * * * * * * * * * * * * * * * * * * * * Commies inner Cul Liford asked if [he fire engines were going [o have a problem making [he turn coming out of the new fire bays on [he vest side. He vas told they would come out [he other side. At the last meeting Commissioner Gulliford asked for a report on the number of inspections Jacksonville had made on the Kredell property. Mr. Ford reported to date, the City of Jacksonville had made six (6) inspections, and everything seemed to be covered. There being no ocher business [o come before the Commission, Mayor Novell declared the meeting adjourned ac 9:28 p.m. William S. Novell Mayor/Presiding Officer ATTEST: Adelaide H. Tucker City Clerk NAME OF COMMAS. M S Y Y Y N Cook x Edwards x x Gulliford x Norris x x Howell x PAGF. FIVE MIN U'1'EB JGLY 13, 1987 8. Discussion on the name for two parks - continued Notion: Hove [o name [he park at Francis Avenue for Rev. Jordan, and the park at [he intersection of Rose and Orchid S[. for Adele Crage. Following discussion, Che question vas called and [he motion'carried unanimously. The Ci[y A[[orney will prepare [he necessary Resolution. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 9. Further discussion by the City Commission relative to beach access! at 17th and 20 Screets - taken up earlier on [he agenda. 10. Action on Resolutions: A. Adoption of Resolution No. 87-23 Mayor Howell presented in full, in writing Resolution No. 87-23, a Resolution au[ho riz ing [he acceptance of a Federal Grant offer in the amount of $85,450.00 by [he Environmental Protection Agenty, represent ing SSX of the cos[ of sever rehabilitation in Section "A". Motion: Passage of Resolution No. 87-23. Copy of said Resolution attached hereto and made a part thereof. No discussion before [he vote. Motion carried unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * B. Adoption of Resolution No. 87-24 Mayor Hoveil presented in full, in writing Resolution No. 87-24, a Resolution authorizing a budge[ adjuscmen[ to provide budge[ for pavii the parking lo[ a[ Russell Park and [o record additional municipal lo. funds to be used on the Public Safety Building, as previously approve by [he CS[y Commission. The CL[y Hanager advised the Commission he had received an estimate f Che engineers on [he parking lot at Russell Park of apprcxima[ely $30 which was included in the proposed Resolution. Ne noted the low bid v over $58,000. IE [he Conmiission adopted the Resolution, [hey would s[ be $28,000 short to pave the parking lot. tlayor Nowell explained [her were drainage and fill problems to consider in the high bid price. So re [wining basins would have co be put in along side [he parking lot, permits obtained from [he Corp and the DER. The Commit[e2 will consid [he cast when they meet. ib tion: Adopc Resolution No. 87-24. No discussion before [he vote. Motion carried unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * NAME OF COMMHS. M S V Y V N Cook Edwards Gull iford Morris Novell Cook Edwards Gul !iford Morris Howell m 00 1 d Cook Edwards Gullf ford Morris Howell PAGE FOUR llINU1'EB JULY 13 1987 the City Commission on a Nr. Peter Corbin, Chairman of [he Pension Board of Trustees reported the Board voted unanimously [o recommend a local group, Merrill Lync as their consultant. Motion: Approve the expenditure of 53,000 per year [o fund the payment for a Consultant [o the Pension Board. Following discussion, the question vas called and [he motion carried unanimously. * k * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Motion: Direct [he City Attorney [o prepare the Ordinance Co close an existing right-oF-way adjacent [o [he Community Presbyterian Church in exchange for an easement for drain- age and utilities across Lot 727 and pt, of Lot 736. No discussion before [he vote. !b [ion carried unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * sews Ho[ion: Approve Change Order No. 4 requested by Robert Ba [es and Associates for Sewerage Improvements Program Par[ 4A Co provide, among other things, landscaping and demolition of two existing Structures. Following discussion, the question was called and the motion carried unanimously. O Following discussion, Commissioner Edwards moved for the following: NAME OF COMMAS. M S V Y V N f i Cook Edwards Gulliford Morris Howell Cook Edwards Gulliford Norris Howell Cook Edwards Gulliford Morris Howell Mayor Novell offered a brief background of [he existing right-of-way adjacent Co [he Community Presbyterian Ch urcb. PAGB THREE MINUTES JULY 13, 1987 Discussion on 17th and 20th accesses continued Pa[ Ke[ter ingham, 1661 Park Terrace E. also spoke in favor of an acce Tom Schifanel, corner of 17th S Beach, and Susan Wheatley, 1986 Brist Del Mar Circle, opposed the opening of an access a[ 17th. Pros and Co were offered by Ed Marlin, 1667 Park Terrace E.; Ms. Kelly Lane; Mr.H Selva Norte; Marty Myers, 1627 Sea Oats Drive; Uee Ryder, Vela Norte Circle; Terry Parker, 1959 Bris[a del Plat Circle, and Don Wolfson, 17 Beach Avenue. Discussion followed by the Commission and Ci [y Attorney !b [ion: Instruct [he Ci[y Attorney [o write a letter [o Mr. Lane, in connection with [he right-of-way on 17th Co remove [he fence. Give Mr. b Mrs. Lane !5 days in which [o do so. If Mr. Lane does not comply, the City Attorney is [o proceed with [he necessary legal action. Fol loving a lengthy discussion with each Commissioner voicing [heir opinions on [he access including parking problems, and the cost of acquiring an access a[ l7 [h, [he question vas Called and the motion carried unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * Mayor Howell declared a three minute recess a[ 8:30 p.m. Mayor Howell called [he meeting back [o order at 8:35 p. m. Commi[cee of [he Commi of Broom Commissioner Cullifn rd reported [he Co~mvi [tee me[ on Saturday, July 1 1987 a[ 1:00 p.m. in Ci [y Hall to review the appraisals completed by Broom and Associates on abutting lands of [he City of Atlantic Beach and [he proposed Selva Linkside development. After evaluating the alternatives, the Committee recommendeC tl~e best proposal would be a trade of Parcels A and B in Selva Linkside development, providing better buffering of [I~e water plan[ from the proposed development, in exchange for Parcels A and B in the city property, with Selva Link side to pay the difference of $9,056 in cash. Motion: We exchange parcels of land on the basis of Che compu to [ioi on the second page as has been provided for the Commission with Selva Linkside [o pay [he difference of $9,055 in cast Following discussion, [he ques [ion vas called and the motion carried unaniapusly. Exhibits attached hereto and made a par[ thereof. Mayor Novell asked [he Commission [o discuss [he 25' easement [he devi opers were ded Stating [o the city, which he referred [o as a "poss161, headache". lc vas useless to the city other than an outfall line vent through. He suggested Che city give [he developers Che 25's[rip of lai and retain [he easenent so [he city did no[ have [o maintain [he land. The C£[y Attorney will research the Mayor's suggestion and repot[ bacl NAME OF COMMFiS. M S V Y Y N son, Cook Edwards Cook Edwards Gulliford Norris Novell ee f, Cook Edwards . Gulliford Norris Howell PAGE TWO MINUTES JULY 13, 1987 9. Discussion - 17th b 20th Streets -continued For the benefit of [he 78 residents present in Che audience, Mayor Howell reported on [he matter concerning the 20th street access. Ne stated [he Ci[y Attorney would file [he necessary condemnation ac[io~ within [he next ten days. Coaanissioner Cook reported, Eor [he record, on his evaluation with n spec[ [o parking problems if a beach access was opened at 17th S[reel Both he and the Police Chief Eel[ [hat with proper signs, the public private problems could be held to a vinimum. He vas going [o urge [ht posed access be brought back [o [he Commission for re-consideration, after reading [hc opinion from the Ci[y Ac[orney that a 5' easement c property now owned by Mr. Ed Lane may already exist, he urged [he Cov Sion to take necessary actions needed [o open the access if i[ exis tt Hayor Novell suggested Sf [he Commission wished Co pursue [he valid i[ of the easement, it should direct the Ci[y Attorney [o request Mr. La to remove [Ice existing fence from [lie 5' easement. Failing Co do so, [he city should file a request fora court order for removal of [he fence. A[ that point, the city would enter into litigation to de[ mine whether [he easement did exist. Mr. Lane Cold [he Commission when he bough[ the property in 1950, [he deed contained a clause °[his conveyance was subject [o an easement created by a previous instrument [lea[ was a matter of public record." When both property owners signed [he conveyance, they created only one easement, 10 feet down Che centerline of 17th S[., and therefore burdened the abutting property owners 5' on each side. In 1970 11r. Strom bought the property- adjacent [o, and south of Hr. Lane's. With traffic increasing, he wen[ [o court and succeeded in receiving a judgment clearing [he easement on his property. Then he built a fence along the north line of his property, which threw all the traffic ont Mr. Lane's land. On the advice of his attorney, Mr. Lane,in 19ib,built a fence across [he west line of his property on Beach Ave. [o fores[a any use of his land, since he felt the 1948 single easement was inval for Mr. Strom, and Chat it vas also invalid for him. The fence has re mained in place Cor [he past ll years. Mr. Lane expressed [he opinion if [he city vas going Co Eorce an acce, to the beach, a fair method through condemnation would be better than [o try and resurrect the easement. If the city chose [o attempt [o re: rect [he easement through suit process, ail the people who wanted the access would have [heir expenses paid Eor 6y [ice Ci [y of Aclantic Bea. but he would personally have to pay all the expenses and attorneys fey [o present argumun[s on the other side. If the suit were~to achieve d access through eminent domain, [he Statute provided [hat the at[orney~ Lees and cos[ for [he defense would be paid by tl~e city. Mr. Fred Eastman, 1673 Park Terrace Eas[, presented a petition signed by 75 people urging the Commission [o open the access. Present in [he andferte who spoke in favor of the access were: Pa[ Ki[tetingham, 1661 Park Terrace East; Mrs. Lancaster, 330 17th SC,; S[an Jones, 2051 Semi nole Road; and Michael Lanier, 1751 Sea Oa[s Drive. NAME OF COMMAS. M S V Y V N t a d ro- b t s- d. L r- MINUTES OF 1'HE REGULAR MEET INC OF THE ATLANTIC BEACH CLTY COFAtI55ION HELD AT CITY ^ALL ON JULY 13,1987 AT 7:15 P. M. PRESENT: William S. Novell, Mayor/Presiding Officer Robert B. Cook, Sr. Glenn A. Edwards William I. Gulliford, Jr. John W. Morris, Jr., Commissioners AND: Richard C. Fellows, CS[y Manager Claude L. Mullis, City Attorney Adelaide R. Tucker, City Clerk The meeting was called [o order by Mayor Nowell. The invoca[ion,offen by Commissioner Cook vas followed by [he pledge to [he flag. 1 App al of the minutes of the Regular Flee[inR of June 22, 1987 Fb tion: Minutes of Uie Regular Fleeting of June 22, 1987 be approved as written. No discussion before the vote. Mo [ion carrieJ unanimously. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * 2. Re coRni[ion of visitors - None 3. Bid Opening A. Rece1D[ of sealed bids Eor paving and drainage improvements In Russell Park The following bids were received and opened: 1. earcorp, Inc., Jacksonville $62,750.00 Bid Bond-American Surely b Casualty Co. 2. Land Formations, Inc. Jacksonville $58,840.00 Bid Bond-Reliance Insurance Co. 3. B. e. McCormick b Sons ,Jacksonville Beach $68,565.00 eid Bond - U.S. F.d G. Bid tabulation a[Cad~ed hereto and made a par[ [hereof. Mo [ion: Refer bids [o Committee. No discussion beCo re [he vote. Motion carried unanimously. Mayor Nowell appointed Commissioner Cook [o chair the Committee. * * k * * * * * * * k * * * * * * * * * * * * * * * * * * * * * With no obj ec[lons Erom the Commission, Mayor Howell called Eor Stem 9 on the agenda [o be moved up. 9. Further discussion by cLe Ci[y Commission re ln[ive [o beach acces at Seventeench Scree[ and Twentieth S[ree t. ME OF COMMAS. M O T I O N S E C O N D V O T E D Y E 5 V O T E D N O Cook Edwards Gullifo rd Norris Howell Cook Edwards Gulliford Fbrris Novell s inspection of [he ou[fall pier and pipe [o protect [he City's invest- ment. o Bids vii!. be received Honday nigh[ far paving and drainage improve- ments in Russell Park. This contract, if approved by the Ci[y, will provide permanent parking for not only the Russell Park recreational facilities, but also the new Public Safety building. o About a month ago the CS[y Commission authorized Connelly and Nicker, Consulting Engineers, [o prepare a report on Na[er Plan[ 1 and 2 for [he purpose of determining long range objectives and goals and the expenditures [hat would be necessary [o reach [hose objectives and goals. The report has been completed and we are en<los ing a copy for you. o Ne have received a federal grant offer in [he amount of $85,450.00, representing SSX of the costs of the sewer rehab project in Section "A" of the City. I[ will be necessary for the City to adopt a Resolution agreeing co accept the gran[ and proceed with the project. o Ne will have a budge[ adjustment for [he Commission's Consideration on Honday nigh[. The adjustment will reflect the transfer of Florida League of Cities loan funds from Sever Rehab to Public Safely Building Construction and provide [he additional money required for [he Russell Park parking lo[. o The City Commission will be asked [o approve a Change Order on the Sever Plan[ Rehabilitation Proj ec[ [o provide for the demolition of the existing chlorine contact chamber and [he pre-treatment structure. The Change Order will also include an additional $3,791.00 for [he factory recondicfon of [he existing Hoffman compressor. This item had already been approved in the amount of $7,000.00, but when the compressor arrived a[ [he factory it was found that a defective impeller also needed [o be replaced. A copy of the Change Order along with a letter from Robert Bates and Associates is enclosed for your information and study. one-way streets. Ne will repcr[ back [o you as soon as ve have me[ with the delegation. o The committee appointed to review the appraisal of Broom, Hoody and Johnson on abutting lands owned by [he City of Atlantrc Beach and [he Be lva Links ide Development has met and a copy of the committee minutes Ss enclosed. It is anticipated a recommendation will be available on this matter for the Commission on Monday night. o The City's Pension Board has me[ and selected the firm of Herrill Lynch as investment advisors. The firm is to assist [he Pension Board in the selection of a Money Manager, assts[ in developing investment obj ec[ives, and perform and provide written reports quarterly on [he performance of the money manager in regard to his investment of City pension funds. The Pension Board has asked chat [he fee of [lie consul- tant of $3,000.00 per year be paid by the City rather than being taken from the pension funds. This will be a matter for consideration by [he Commission on Monday night. Copies of the Pension Board minutes are enclosed. o The City has discussed with Den[icare, Inc. [he possibility of providing a payroll deduction program for City employees who wish to subscribe to a group dental plan. The plan would be funded 100b by employee coot rfbu[ions on a payroll deduction basis, and if [he City Commission has no objection, we would anticipate setting up such a plan for the employees in the near future. o l:e have two neighborhood parks that need to have a name. One is a small triangular park at [he Sntersec[Son of Rose and Orchid Street in Section H, The other is a larger rectangular parcel lying notch of [Le new sever plant between Francis Avenue and [he public works yard. It has been suggested [his park might be named the Nilliam Ilolsey Jordan Park. This will be a discussion item for Monday night. o The Committee appointed [o evaluate the equipment handling trailer has me[ and decided the exceptions to [he spec if ica[ions which had been pointed out in the bid by Bame Trailers of Sudbury, N.C., were to the benefit of Che Ci[y and therefore, the committee, in accordance with [he authorization given by [he Ci[y Commission, awarded the bid in [he amount of $4,600.00 to Bame Trailers of Sudbury, N.C. A copy of [he co®1[[ee minutes is enclosed. o Tn May yr had rerefved a lrtt er from .7 ax U[flitirs Man ap,rmrn[ indicating they vlsbed [o spend approxlma [ely $14,000.UU on [he effluent outfal 1. The work vas to consist of replacing many "rusted and deteri- orated steel bolts and support members, pressure treated planking [ha[ }tad split and deteriorated, and ocher structural work". Painting of [he pipe and all of the structures would be a part of [he work. In view of the amour[ proposed to be spent by Jax Utilities, ve felt it vise [o have an engineering inspection of the pier performed by competent professional help, and authorized Smith and Gillespie under [heir continuing contract to provide [his Snspection. A copy of [heir report is enclosed. This will provide [he basis for continuing evaluation and s e CITY OF f~tlaKtlc Seatls - ~loaida Juiy 10, 1987 To: The Honorable Hayor and City Covmissioners From: Richard C. Fellows, City Manager Subject: STATUS REPORT ]160CEAN BOULEVARD P. O. BO%RA ATLANTIC BEACH, FLORIDA 3Yt3~ TELEPHONE 190II Z~s-2195 o You will find enclosed your copy of the minutes of [he regular meeting of June 22, 1987, as yell as any other male rial In your mailbox which you had not already picked up. o As requested by [he Ci[y, we have researched [he right-of-way across Lots 725 and 736 adjacent to the Community Presbyterian Church, and find these are righ [s-of-way and not easements, and ve do noc anticipate any future need for mafntzining this property. If the Commission agrees therefore, it would be In order [o authorize an Ordinance drafted to close Chis right-of-uay. We also will present for your consideration an easement document to acquire an easement for utilities and drainage across Lo[s 727 and 736 vhith for some reason, vas noc provided for when [he right-of-way across these lots vas closed by an earlier City Commission. o A[ the last meeting, the City had asked that we contact the build- ing department in Jacksonville to ask when inspet [ions were made on [he Kredeli property in North Atlantic Beach and what the status of [he project is. Building Off SC ial Ford expects co have a report on [his matter for Honday night. o In regards [o the Commissions instructions [o provide information on [he removal of abanaoned or junk vehicles on private property, please be advised Florida Stacutes Chapter 705.16(4)(a) provides the iegis- lation necessar}' Co remove such items from private property. In accor- dance with the instructions of [he Hayor at the last meeting, the Police Department has posted a number of inoperable vehicles which appear to have nothing more than nominal salvage value and given the property owners the appropr late number of days to remove the cars. Please contact me if you require any additional informac ion on [his matter. o A meeting will be held in the very near future wich Police Chief Thompson, myself, and restden[s in the 200 Block of Magnolia and Pine Street relative [o their requests for speed bumps or the Snstallation of 3ULY s. ntm..sta .a ,b...-..~,.._~