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HomeMy WebLinkAbout20190821Morning View to Staff 1-4.pdfAUGUST 18,2019 YV1N v- ti- I 9-o I REC E IVED ?019 ffUG 2l Ptl lr: l6 If-i;:,r:r; ItLiSLIC i i .i-l I ii:S C0F,1L{l$Sl0f{Answers for the FIRST PRODUCTION REQUEST OF THE COMMISION STAFF TO MORNING VIEW WATER COMPANY: Pursuant to Commission Rules of Procedure, the person preparing this document is: David Reading 208-745-OO29 Records Located At: MORNING VIEW WATER COMPANY P.O. Box 598 3996 E 200 N Rigby, lD 83442 208-745-OO29 Reference: I DAPA 31.07.01.228 REQUEST #1 The following 17 pages contain the requested information. No system changes have been made since the prior rate case. E through G are not applicable. Operotlon ond Molntenonce Manuol For Morning Vlew Woter crtmpony ot Mor nlng View Subdivtsio n SECTION I - SYSTEM DESCRIPTION The Morning View Subdivision, referred to herein as the Development, is located at Township 4 North, Range 39 East Section 30, NW %,NEIZ of Jefferson County, ldaho. The Development is planned in 3 Divisions encompassingt44 homes. The Development uses a centralized public drinking water system to provide a maximum domestic flow of 600 gpm at a normal design pressure of 70 psi. The water system is administered by Morning View Water Company, referred to herein as the Utitity. The water system consists of three wells and pump houses located on two separate well lots, distribution lines, and hydrants. The wells are 189 feet deep with a 50 horsepower pump capable of producing 500 gpm, 120 feet deep with a 30 horsepower pump capable of producing 350 gpm, and 150 feet deep with a 10 horsepower pump capable of producing 150 gpm, for a total combined capacity of 1,100 gpm. The pump houses contain the controls, gauges, and sampllng ports needed for controlling and monitoring the flow of water. The distribution lines dre 6-inch Class 200 PVC pipe leading to f-inch pipe for individual services. The hydrants are standard Waterous 5-% inch Pacer Hydrants. SECTION II - DISTRIBUTION SYSTEM A. Mainlines The distribution system consists of 6-inch Class 200 PVC pipe. lsolation valves are located on all branches. Service connections use f-inch pipe and include an isolation valve, backflow check valve and water meter. There are no operational actions required under normal conditions. Should replacement of a line be required, the affected system can be isolated by shutting off the isolation valves. No maintenance is required on the distribution system malnlines. B. Valves lsolation valves are located on all branches. These valves are operated by manually closing or opening them. Valves should be exercised annually by closing completely and then reopening the valve. d Aspen Engineering, lnc. Operotion and Molntenonce Monuol For Mornlng Wew Woter Compony ot Mornl ng Wew Subdivlsio n SECTION III - PUMP HOUSE A. Pumps Operation of the well pumps is automatic and is controlled by variable frequency drives (VFD) located in the pump houses. The pump discharge line is equipped with a pressure gauge and electronic pressure transducer that feeds control information to the VFD. This is followed by a flow meter with totalizer. The pumps, VFDs, pressure gauges and flow meters are maintenance free. Parts should be replaced when worn out or malfunctioning. Check weekly to ensure VFD pressure matches mechanical gauge pressure. B. Controls and Alarms 1. Electrical Electrical controls and alarms operate automatically and once set there are no operation activities under normal conditions. Electrical controls and alarms should be maintained in clean and excellent condition. Frayed, exposed, or broken wires should be replaced immediately. Electrical components should be replaced when malfunctioning. 2. Mechanical Mechanical controls, such as isolation valves and sampling valves, are operated manually by opening and closing them. Pressure gauges operate automatically. Valves should be exercised annually by closing completely and then reopening the valve. C. Piping and Valves There are no operating actions associated with the pump house piping. lt is designed and constructed to allow water flow through the system. Water flow is controlled by valves. Valves are either operated manually to open or close them for the purposes of isolation or sampling, or operated mechanically based on system pressure. 0 Aspen Englneering, lnc, Operotion ond Mointenonce Monual For MorningWw WoterCompony ot Moming View Subdivision E. Tank Each pump house houses a 250 gallon XTROL Tank. This tank operates automatically and no operational activity is required. Semi-annually check to ensure the rubber bladder pressure is maintained per the manufacturer's requirements. The tank should be inspected at least annually for leaks. F. WellHead . 1. Protection Plan The well heads should be protected from sources of contamination as well as vandalism. The well head area shall be fenced off for security. A protective cover shall be maintained at all times. Best management practices shall be used to prevent potential contamination. These include not storing anything within the fenced area, particularly chemicals or fuels. 2. Maintenance The well heads shall be maintained in a clean condltion. Vegetation and grading shall be controlled around the well heads so as to prevent inflow and infiltration. Grading shall be away from the well and maintain ground cover to prevent a fire hazard. G, Hydrants Fire hydrants are WaterhouseS-Yt inch Pacer fire Hydrants. The hydrants are operated manually by removing the cap and opening the valve. Twice per year the hydrants should be opened and completely flushed for several minutes. Open and close each valve to ensure proper operation, and check for leaks. Remove a cap and verify that the hydrant is draining properly. After the main valve is closed, the water should drain rapidly. lf it does not, the drain port may be clogged. To clear drain ports, install the nozzle cap, and tighten until water tight then open hydrant two or three turns for several minutes. This will leave drain the port partially and permit water pressure to wash out the obstruction. lf this method is unsuccessful, remove the operating rod assembly and clean the drain mechanism. After flushing the hydrant remove the screw from the operating nut and add approximately one (1)tablespoon of oil through the opening. Replace the screw. Remove all nozzle caps and ensure threads are clean from rust or corrosion. Replace cap gaskets as necessary. Apply a light coat of grease to nozzle threads before replacing. $Aspen Engineering, lnc. Operotion ond Mointenonce Monuol For MorningWew WaterCompony ot MornlngWewSubdMsion SECTION VIrr - EQUIPMENT INFORTIATION The following is a list of equipment used in the water system o Pumps - 600 gpm, 50 hp Goulds TTHC o Generator - Kohler S0REZGD 80kw, 2771480,3 Phase, 4 Wire, 1,800 rpm, GM Engine (NaturalGas) o Generator Controller - Kohler Decision-Makero 3000 Controller o Transfer Switch - Kohler Model KEP-DMTC-0250S-NN o Exhaust Fan -Canarm Standard Exhaust Fan . Gate Valve - American Flow ControlV-742 o Valves - Kennedy 106/1106 Check Valves, L26|LL26 Check Valves, 706 Wafer Check Valves, 425 Groove Check Valves, 506 Resilient Hinged Check Valves, 306/1306 lncreasing Check Valves, and/or 2O6lt2AG Cushion Check Valves o Variable Frequency Drive (VFD)- ABB ACS550 Standard Drive o Flowmeter - Octave Ultrasonic Bulk Water Meter o Water Tank - XTROL WX250 o Air and Vacuum Valve - Val-Matic 1"-4" Combination Air Valve ' . Pressure Gauges - 6-inch diameter, 0-100 psi o Overhead lnterior Lighting - Lithonia Lighting C232 MV T8 General Purpose Strip, lnstant Start . External Lighting - Lumark )(TOR3A Crosstour LED Wall Pack Series, Photocontrol 120V o Hydrants - Waterhouse 5-% inch Pacer Fire Hydrant o Fire Alarm - Concord 4 $Aspen Engineerin& lnc. =ofrzz O H rq = € -ltrl :U C)o E z E =l! hnN S..t E\rhi N(,I *s v) *bihl 3q fififi[fi[[[fififi$fifififi I$III llllr$l l hhhhhhQq$qqqqqt)?:ii) SNFNFEiqrtrssF IS h3 E s{ I E Es q i=!I\ rd ldo EtloH o() Fl oz so Aa 'd s! ER * F a EtI EIJ NY B *f aru trlz rtrzazrqt!frz -o z P I U o ,-{ r-tr{v (, o t -, ! -.. li '-. ;t7i-..,-- /.. '- \_. Cover Sheet Mffi\nq vEw watc. C6?.nf iltiirir Aepen Engineering, Inc. fclgt ll. Ydtilto. 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FLOOR EI.EY. ilCREASER rx!iT[ a,.mw To URECI TLOImrmno ;/ ,24 I/ESH SCREET 4.PFE_rc NNLRTR^IORS BLOCX rc UTSIE DGUUSI FX'clrgfl, tfl-slo-42 txjctnr noN ut{E .IEE ---&.-o.r.E-FROII *EI NEW *tL GAIE VAIG }IIX6. CHECK VIL\E &IOrV oo E I il.: I-n b{ = [{n gE{o{ r{6€EgwPttVBIA *4"* w\tr lm ,l I 99.5 \ 1'x1'x2' RS,IEF PRESUR€ ll/BAlJ. 2' ar[NO EIER 1""-raK Cm.)ran nRoLtr250 lr' .** LO lru (O iitiiilrWell llouse Details Aspen Engineering, Inc. 1(}7?7 N. Yrtlontor Htt fr$r (r08) 042-19lr I I I r0r-gr9 (9@) .@qd 'fr.E .@lreII.I !l IZZOI 'cul 6tur.raerr.rBog uedsy i{liitil €lelec o*, ,(J 'I EI =l trl cIIazt !t 6 E 2 e sr I , !I I f .a Et Fa E5l'!6loe s Eo- uIJFtrJ - ==IJo E,ula E,lrJF = x t ,l E [;lisE:{E- rarr.E EElEzQ 2l g ;EB: ;E EEEIEEe- I !T rELE6t &t 3 I P 5, t2 rErg 'q .9 EI,r9 ETEr{tIrI = II!$r:i I,ITE5i: .g t 6 5T I I x =I \,H 0 I 6 E t I t, t s I 3 I s & = 6'{' Aobx., *E t 2 a IA hEDE Ebb F Eq sfiLtaEd--P i E2.ht EO F J. ?I T E N' EIEl8=o>ld aig 3==.E t a :sqfiltqf, E kb2 F b EOlztrEbb F I o rrl 2Tox Jo = I a 2 f9Pi iE: qE f;I: ; #E il 3; EiFaE FE :E 15EtiI-HS IEqHEI;do9b-Il Eo F :3 21, = dE :l EF 9*I o ,9qq 1fl Rts , B 3zx !, I E F 16) F * H I ob E 7 lr.: Fence Delals Aspen Engiueering, Inc. illiirir PL@. (mg) o.la-rsu ! olrlralZllrdlo Hli lG t a I 'cul 6tuueeu€ug uedsy rtrt-g}! (g@) .@qd 'Irg .@fetr f 'X AZTOI sle4"o t4"u"rl r"MoJ ;i{fiii N., I EfuErEg ll hs oo@ t ooooFI8= .xf,..tsr{!<:-oFOtooIIl!J oI ooo = E I E qo 4trlq E I x6 B =l= ; REQUEST #2 A. B. OLD WELL IDWR WELL TAG # 200398 EOOO6777 NEW WELL IDWR TAG # LOO2942 Morning View Subdivision and contained wells are located at: TOWNSHIP 4 NORTH, RANGE 39 EAST, SECTION 30, NW %NE% OF JEFFERSON COUNTY, IDAHO. C. Well logs contained on the following 2 pages. q,,1>{H ab r= E i$+ E *€Hg r s^.F{ ; !ohp3g8tr -'F- 14 ?:H E.EE*a (/',Fz u.o -oZI(r) =JLL 20oa.0zt Eo IJ' oo =].q o,C.E o oc 6cocooz ElUU JPLJZT r.0 .l LU GIT(,o @ LqY:' 8IT E aEaa aaaag(,z E E €.) r+Iaaasq-zno - g Ea(\Iit a a E aaEa E -t 6t a E g-f F E 3 ore @(\t l taa $J Eea_ a I cc E aa € Eg P (ox (o E5 E v(J _e6 t!& .sfa H & E E E a a aa a a -1 I Ea E Fz. to - g g E Ra a *oz.:)od! B [i F I & a & R t EI 5CO gl EIq d co arE\_6 effi Fb E I I I a a 3 e ,a.!Nl' NY'ld :llE I a I I I 7a/a -H/7 AL"d 4fi( pf Date (date of reading) Totalizer Reading FloulRate (circle: cfs or gpm) Discharge Pressure January ( I )I t 2-2- Lc- IZP February ( r )rr-a.2- tlttY -{h .March( I )tlLL ctt79 It April ( :- )t2 ?7 QdE I ,2-ro3PQXtMav ( Z)n:? June(/ )12le oqi t L Julv ( 1-)r: rQa{ ti q Ausust ( I )t4 t i75ozF September ( I )'tU11 t z),oq it"t.t , "*ll frilL{ :',uf zt,btE October ( / )i5EL1;icq V November ( | )/597ooot-i December ( / ),53-to8nla- t45 7fJantrary (39L a 7Febqury(l lSsti fr0- - tvtarc-U (-l-l fin oJUAfAEil(, ) Mav( / )*,li&/7T-11 t 3r LJune ( 3)-ETt qcF qLJuly ( 'r_I t4ct40l43Au$qt_(_ll_ September ( _) Octobcr tl Novembq.(_l Docember ( L &1 r l3 -, ,( 1?f.il ,or offjJtr O tJ artl ,iolt dr}+.zq 9 311 t I 4 74', ' N,1 Date (date of reading) Totalizer Readinq FIow Rate (circle: cfs or mm) Discharge Pressure January ( I )t{q l{ -11 L r:-10 February ( r )tl 0e 511{ March ( i )*? H ? 1110 April ( :z)3 a1.1"111 Mav( L)3032UWOa -rZ3Z\w1-June( r ) July(a)303t4ffi9j Augnst ( I )zo Szzao/ September ( ' )€4lhl ^. \ October ( I )h / r t 153i ullatus / Novembcr ( t ) December 3 ---!4eghl-2) June L L( (,o I Ocober November December 'l ,4 tlI1 .rsA z LU-trQ14q ' REQUEST #3 There have been no claims filed against contractors or any other parties related to the 2016 flood. The failed equipment had one-year warranty which was issued on August 2L,2075. The equipment failure and resulting flood occurred on October 6,2076. See warranty on the following page. fy"rEt fvd ' 7 ONE YEAR CONSTRUCTION WARRANW I 3H Construction, LLC PO Box 2250 Idaho Falls, ID 83403 SIGNED: Contractor Registration: RCE-1 73 19 Public Works License: 15614-AA-4 PROIECT:Morning View Water Company - New Well and Meter Installation WE HEREBY WARRANTY AND GUARANTEE ALL LABOR AND MATERIALS FURNISHED BY OUR FIRM FOR THE ABOVE REFERENCED PROJECT FOR WORK AS SET FORTH IN OUR CONTRACT DOCUMENTS. SUCH WORK IS NOW, AND SHALL REMAIN FOR ONE YEAR, FREE FROM DEFECTS OF MATERIAL AND WORKMANSHIP. WE AGREE TO REPAIR OR REPIACE ANY WORK THAT MAY PROVE DEFECTIVE IN ITS MATERIALS OR WORKMANSHTP WtTHtN A PERTOD OF ONE (1)YEAR FROM THE DATE OF ACCEPTANCE OF THE PROJECT BY OWNER. ORDIr\IARY WEAR AND TEAR, IMPROPER USE AND ACTS OF GOD EXCLUDED. 208-359-8009 office 208-589 -77L3 cell 208-359 -LSLZ fax DATE:8-\l - ,s Reed Hill - Operations Manager 3H Construction, LLC DATE OF ACCEPTANCE BY OWNER: DEQ Public Drinking Water System Monitoring Schedule Repoft Print Date: July 03, 2019 ID726OO63 . MORNING VIEW WATER COMPANY Community water system seruing 378 people and 108 connections. Resulated by: IDAHO FALIS REGIONAL OFFICE The following schedules include monitoring periods between 1-1-2019 and 12-31-2019 #- Schedules for Disttibution System(s) i{onlbrlno Frequency ner MN1 Season Begin Date ltl Seamn End Date tzl3t Satlsfied Monthly Systems(s) Lead and Copper Monltoilng Frequency Season Begin Date Season End Date 611 9/305 per 3Y colbcted ln 2019 taken 6/l ttuough 9/30 h _A d, Note; Consumor notice of lead tap results, regardless of l€ad level b reqrired wiurin 30 days aftor rcceivirE rsrlts. For templates and more lnformatlon, please visit:lu " http://r,u,vw.deq.idaho.gov/water-quality/drir*ing.wat€r/pu6-monitorim-reporting/public-notifEations Schedules for D0062972 Please Label theso samples as: "NEWWELL #ll" Satlslied NO C.ode zNo2 socs soDt vocs ZARS ZFLU zoc zNo3 R228 zNo2 I\LFA URArtl vocs 1052 zNo3 Schedules for rD726oo63wu Pleaso L8bol tho8o samptos aB: "UVELLFIELD - WELL #t & #2' Code Group/Analytailamo MonltorlngFrequency R226 RADS - RADIUM nO ll I 3o - I per 9Y due b€tween Ot/ot/mrl and !V3U2O19 . RADIUM 228 3o itonitorlng Frcquency I per9Y duebetween0r/01/2011 and 12Frl2019 1 per 3Y due between 0r/0r/2017 and lU3U2Ol9 I per 3Y due between 0U0l/20U and lU3U20l9 1 per 3Y due between 0l/01/2017 an/J lA3U20l9 I per 3Y due between 0{01/2017 and tal3llz0lg I peL3Y drc b€t$,een 0l/01/20U and rA3U2Ol9LdQI phr 3Y due betu,e€nouot/2ou and lztlllz0lg I par YR due between 01/012019 and 1U3rl2019 I p€r 9Y due betw€en 0l/01/2011 and 12l3U2019 I per 9Y due betwcen 0l/01/2011 and U-l3U20r9 I per 6Y due between 0l/0U2014 and LA3llz0lg I per 6Y due b€tween 01/01/2014 and f2FU20f9 I per 6Y due between 0l/01/2014 and 12131/2019 I per 3Y due between 0l/01/2017 and l2l3ll20l9 I per YR due batweefl 0r/0u20r9 and 12131/2019 Season Begln Date Selson End Date SaHsfied S.ason Segin Date Season End Date Satlsfiod Name . GROUP IOC - SODIUM VOCS - GROJP ARSENTC (t00s) IOC. FLUORIDE TOCs. PTIASE 2 AND 0 rtrc 35 2,o tto ot st t,lor lto, YES NO NO NO NO NO NO NO NO NO YES NO NO NO NO NO rVa rVa rVa n/a rva n/a nla rVa nla nla nla n/a ry'a nla nla rva rVa ila rVa nla rVa rVa nla nla da Na nla n/a da nla n/a nta RADS. GROSS ATPHA lqs R D6-uulMrl,t 16 too r/ocs-cRorrp 0 lta SODIUM 2,r 0 lhe'Satislied"indicates lhe sampling requlroment begins somellme in the fulure. Sampllng before lho monilodng period begin date will nol satisfr lhe requiremenl for the monitoring period. "'See CO" in lhe "Satislied' column indicates the operator noeds to contact his or her complianc€ otlicer (CO) lo vedfy lhal samples have been taken R.ftrt,*-1 ;T pn,',l,ie, crl,i'orr^bzqaireJ t as uil- ,8,-; I tr',,, -{ tis.- t, enq,,^*( t",J5 L;it Lh<,g t ^*o' Dato ttintod. l bdn€sday,July (B,2O19 PaOe I ol 1 waler and monitoring