Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
020-1075-50-000 (2)
", PRIVATE SEWAGE SYSTEM ° S1. Croix ARN and III owao. INSPECTION REPORT ury Perna No 61I775 GENERAL INFORMATION (ATTACH To PERMIT( sysilp's, In Swoons US, Sets � renters Lower. TAN m11.pw Oreop >"N esTOWN TAHudsl on OF HUUSON 020-10]5-50-000 elm Eir. ..,... Leyte P w' nrrw,na.ne.am21N29.19.304B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION AS HI FS ELES. Sepllc BenemaM Evans At EM ALSO." Bldg Annews HI VHl lnM TANK SETBACK INFORMATION BALLOON ONK i0 PA L L III Val to A r intake ROAD Et that Sepllc NBottom DwaineHNORNMI. al. Pl" �n PUM WSIPHON INFORMATION neloraae manu%Hury year I am St Gover Asked Number I Syles, Held LET at maI Lester Die Dist m;,.. INS A ATM yen Q, Sears, UNIT Mines NIL DISTRIBUTION SYSTEM ..m..nwa crygn en. Spring inn. muw _ unpa_ _ SOILCOVERJ nsnfemn oMy Mo,I or♦ wine ony Lynn In..m Learn Internet Came T. Pey .... ❑No aO a.. N. COMMENTS: (Inaluce aoee ertwpennm, en wel elc) espedlon09 ONSOm as Lxarkn: Hi eRAKI E OR I) At 6M Desopeme 21 RMg.ewzr yagnw -.... UIlmeer- Ran mI RWUImNp F1YS 0No I � Use o r ads for awwFonal HurreaDen L -11 L._ Can No. DIE mvepmw. sivat n�IMm* 5PIN-360- 4oa I&C3 yr.V NOV 91 NIS e�naz zoLw. w..nmei:a .'ao 'm'°nw.uxom.ma iwmhm� cm„ cane zW A. wi viaP-»ez sr. oCvoty a^° (p 17775 eom mNSanitary Pem i'luI on g1 m. r , am�',�m%.r.�me<.:.. """:mw;' p:ppim 06141 _— r ®: Or.�e_ �me°n'wmmAma.1p utlpn.ele.mvNm— 05 Ia4, 6/ / KA:tXE L�G:aE Z7 n, ryy. m wnamz Im W .0 mm.wb) ❑wm..e x. ❑w.o..m-o.,w.m. iL m i)y.afv..mu: ooho« ampLUYeeB V.pp1M.41e1 o N..cr.:.:, ❑w.....::sr•:w^• ❑.:.x.....wim'v+w:N.,ma:ee.°wr .T.:a.aea e ❑..:....:.w o..:.,°»..,a® ❑m,.:,..rN.,.. ❑.e:ao°,,...m.mNe. "Z b5�5 m H6I a.mx o.m 11 rv.r mrowre .rc® eaumma: o.m.m mm i ❑.as.:d.nmams:w.0 o=:.uwmam�:e ❑.°s,°a. om .Mi --oNNa'mr.o- ❑om.u...mc.mw:.^�Po.�a /li�m64,.z fe.a. xa�wm-� Mrl�� M vt� � F.•�nm wwnm�m a qa y y 'r 6m 1G vo I N �tro •r wr .^h.mw�.a. ne...e...°. �+ Fill. °^^> FDEP-E�c 0�92o-73 -&88v Lew�a' L---� ' uwr...r. u�rsam,urewm ZT23 wn Me Us, W� , ppeve0 o yvem�mt '/39S 11 2l 19 6e...c�:x.vo^m Mceammoearnv�mme.eooem.nm.owam ) (,w.B:i:..w iA puµ4-" TravelCenters of America November 12, 2019 Mr. Rym Yarrington Community Development— Land Use as Conservation Specialist 1101 Carmichael Road Hudson, WI 54016 RE: Compliance of Condirlowd Building Permit Sampling Requirements TravelCenters of America 0192 713 Hwy 12 Hudson, WI Deer Mr. Yanington TA Operating LLC (TA) is aware of the effluent sampling requirements listed in the Augur 2], 2019 Wisconsin Department of Safety and Professional Services Condifional Approval of the membrane biorcactor pre-hroomenl system at one Hudson, WI Travel Carter. Per the Conditional Approval, effluent samples from the facility shall be collected within I year after start-up and submitted to the District Wastewater Specialist. The o lumt samples shall be w1lee2ed per SPS383.54(2)(e)2 to vanity that the concentrations for TSS, P.O.O., BOD5, and Fecal Colbomr meet the limits of SPS 383, Wis. Aden, Code. If the results meet the code requirements, submitml of future effluent tests to the department are no longer reeled. If the results exceed the code requirements, steps shall be taken to reduce the strongh of the wastewater as soon as possible. A recheck of the wumwater siu11 be obtained and submitted to the District Wastewater Specialist within 2 weeks after changes are made to the system to help reduce the contaminants being discharge form the system. Our wastewater treatment plant Operator, John Bond, will be collecting these samples. Please do not hesitate to contact me, if you have any questions. Respeatfidly submitted, Sarsh Paulson Fmviromnmtal Associate 2MD I Cmty Reg, aced Weelk,C 44145 (440)ON 91W m.lElm l )R=mm ESL 1111111111111111 TV 4533577 1092698 Croix County POWTS REQUIRING a SERVICE INTERVAL of 12 MONTHS or LESS ER OF DEEDS ST.2CROIX CO.. Go Pl.n ri.numon xi.ne.-yxE50B1ypp1�961 RECEIVED FOR RECORD v19/2019 01:12 ON Nme-TA Op,mc,S LIX REC FEEE%xPTN 30.00 '^mY ahwu.wfseuNrYe PAGES 2 R9.9 m ''�Vi _.. wanmunrwm�m. TAORZRARNGULC mL 26/2L .n 5 6 pgr gr Z E0 N sc Prow County 109 8Pepe 1 of Fznlart A LEML DMCRIPT0N A paMl IcceKE In Na SMpwM Quarter of&cibn Twenty-B hen,, Township Twenty -Nine North, Range Nlneka t West. turner decrined as Mlewa: From do, SouNwl caner of ea;e Sq;don 27 go North along the wtlim line a disease of 124 Reel Mere Scott W-00' East along No candial of age Eat -bound lane 0[nWMWW S<• a distance of 29,0 feet; thence Nort4To East ebng Ne moderate 0r LLS Nall '12-a distance of Me field ; data ScuN 85-M Eeal a distance of 100,0 feel eervx Soul78.1gEeat along that Noah root -of -way dine of Ihersite -W agets man of 5]0.0 fast W are Ipint M beginning far Na panel W se conveyad trerem,, thence due Noah a daerue of 6T1,0 rest; Vence due Asian distance of55,0 eat; lance due NwV a dlaena of 21P..0 Reel therca due EW a distance of 2A0.0 NO: Vence due South a &None of 9114 feet V Na Noah rlgMnfway line or Ire see -R-, tlreme WerigN along ark still line adefence 0782 Net on a chord 0 a curve cnGve W 1M North hal a radius Of 3520] feet; thence NMh 7898c Well along ntl hall way line a distance of 1BO.0 lost In the point of begin real All Deal Going taken them f84 Waverly earnings Mich are gW leednge, ant true. WEPT mM parcel m See ofwworeN, oePe Mon Transien on by Afraid a Wmeaes remNeG oNeM'29, 19�, in voWTa+zos, Feae 6az, u WGrmwt No. al I 11 N at ROla aounry 10925%Pape 2012 ST. CRUM COUNTY SEPTIC TANK MANTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer: TA Onaatin¢ LLC Meiling Address: 24601 Center Rdne Rd Westlake OH 44145 Property Address: 601 Brakke Drive HtWson W154016 jVeNlutiov xquiredfimm Planning& Z nhrg Degrmant she newcpurfuctienJ City/State: Hudson W154016 Parxl Identification Number: 620—/078-SO. GOO LEGAL DESCRIPTION Properly Lacation SW N , SW %, Sec. 27, T 29N R UW, Town of Hudson Subdivision Plat: At& Lot# CU Med Survey Map# AIA Volume Page# Warranty Deed# (before 200])Voltune, Page# Spec M1ouae yxn no Ltluwa identifiable ym no SYSTEM MAINTENANCE AND OWNER CERTIFICATION lmproperuss and hit sa,mce ofyour sysen Could result in rope xtwe faibve to laMle wins. Pmpermeimwrce "rush, of pumping M,saw sludge, Ynk, so aided. byv pceread pumpv had Mennaverig Ne seasonal syereo in auodavce wirb she n,u Lu s Operations and Mnmtewr¢Manual. Owrsr mainunurce imorsibdiriu me apsified in aSPS.]8]52(1) and in CMptu 11 of We Sc Cmix County Smtitary OM earth. TM property aware offset to submit to St Croix County Plawout & &aing IMpanmem acenifiution form, signed by the wcer and by a muwplumba. journeyman plumber, restran d plumber in, hourat pampawifyog tMt(1) the orvrire wastewater expand aYetem is a proper oporou, condition aWor(2) after impemien and pwrying (ifnaeussy), We sludge Ends is Wa than 113 rW of sludge. vwe, the saturation! Mae read the abase requvcmvna and ogee to insunin the panto sewage tliapwal eynvn with 0e standards ant font, bveio, as set by she Oepwnmt of Safety And Professional Sm tca and the Depanmwt of barred Resources, Site of Wiscoi C,,uh,ation elanng do" our system has been rvivawM most he c,,eduat and rt w,rul0 the St. Croix County Plennii A,Aning DWaNrnn wiJtin] 0 day, of the flute you mphatiov data Yoxecenii Wm allsmxmmU on thief are one to that bustofinuourkmwledge. I/we eMare Y.cowos(e)af Ne pmpvty de minlaa,byv,se or a warranty dxtl recorded in Ragas of facts Office, S ls:2,� /ll r� SIGNATURE OF APPLICANT(S) DATE a"AOYirdmrmtion Wal a moxioneerrred may result in Ne swary permit being revoked by the Mariana As Zwtvg lhparmnW.'a' [winds with do, application a raerdei wmmnry datl from 0r Schauer of I%etle OHcc eM n ropy of the hurt anti map if refumce is made he the wamory and. ll (aa2) Augua1,27,2019 CONDITIONAL APPROVAL PLAN APPROVAL ESPE E9: 2021-0831 Plan Sustain PWTS081900195-1 REGAN ABROR 300 PLA CIRCLE: SUITE 202 MUN Uldflb, It. R0N SUE: TA Travel Centers Of America, LLC 713 Hwy 12 TownofNudwn St. Crolx Comay, P.O. 927, T29N, R19W Total Amoaan 51,300.00 OFRA ON OF I NDuamr SERACes molecular wl0awcontact rc,a�mpv µry WISConeln, ON CnRditiodi APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES SEE CORRESPONDENCE FOR Owminamn: Monbme Bb Mrpro4eennwt System Individual SEE Design, Cameraman! POWTS, 10, OM GOD.9V hpl6 b Iimiling water heart Noticed Space M tmmce rerybW, emuwt been required The suhnistal dmibed aboveINS them ON, N, Ed ON ummu mN withµpliable Wisconsin AdminiNYin (ohc and W'ummm Sutusu. no submillal has them CONDITIONALLY APPROVED. This sysmais mac oared and bathed in a,m,,kVo with me emlOSR!appmvN Flaw. The own,, as defined io ehapler 101.01(10), Wiamuin SYNI,,is mospomibla for mmpliana wilh all ends egw,weents. No lesson may engage in mrwrk at plumbing in me seem male dimmed no do an bythe Delosem tFor a14506, the to f lowing Emotions Anal be eel during construction or inml laumn aM prw„ b oxupncy or use: Reminders This system bras been reviewed and approval On an Individual Site Design. The MBR Unit shall be instilled per mannflcmrer's specifications together with WL DSPS and ONR Adm. Code requirements. Ifthom is a conflict bmvemr the mmufarnrelh spaifica\iem ad the code, the code requirOmems will Order precedence. Effluent samples from the facility Mall be collected within 1 year after stet -up and submlrad th the District Wastewmw Spwialut. The effluent samples shall be collected per SIRS 365.51D)Ie)20 warty that the concafterni For MS. F.O.G, BODE, and Feel Conform meet to limbs ofSPS 383, Wis. Adm. Code, If nine results meat the code requisanrnt, suhmital of furore effluent read to the deparouwt areW longw ceded. If the resulm egad the made requirzmrnrs, steps shall betaken to redum the strength ofthr waslewateras soon as possible. A lacheckofthe wwtewa\u shell be obtiind ad sudoided to the Distria Wednesday Sp ndalisl within 2 weeks after changes ere made to the system to help reduce the contortionists being ditcharged hoe the system. A meeting between the wGller of the MBR component the cowry, impostor and the District • Westminster Specialist shall be held so that all are familiar with the installation requirements mW conditions of approval before the component u put into operation. The District Wastewater Spanaliat Shot] 090 be nailed when the MBR unit is par into operator W order to monitor when effluent samples must be submitted to the Department. • Inspection of the private sewage system installation is required Arrangements for hmspetion shall be made with me designated county official in accordance with the provisions of Sre 14510(21(d), Wis. Sbb. Ownes-Rahonsibllela • The cartoon ow and each sulualuent owner shallrecopy of this letter. Owners shall also factors a copy ofthe appropeam chromium and maintenance mamuW(s) and be responsible fen sining that POWTS is operated and maintained in accordance with Cb. SPS 30 and the approved m r aimmena plan under s. SIPS 383.54(t). • In the event this soil absorption system or any of its component lams m nnections so as to crate a health hazard, the propetry, owner most follow the wmWgencyhroublenho0ling procedure as described in me approved Plans. • The Owner is responsible for submirtimg a maintenance verification report acceptable W the cowry for maintenance decking purposes. Reports shall be submitted at intervals appropnate tar the components) mlivi in the POWTs, nmemarrows Plans,s Hi domain lion coda 19 recreation by Barmarir 1 As per Sea. 101.12(2), WB. Stars nmhing in this review shall relieve the desigtw of the responsibility for designing a safe building some ow or compament. Inquiries inning this wrres arvance may be made m me at the telephone number listed helow, or at the addri on this lemerhnad. The left addresses shall provide a copy oft his Inver and the POW S management plan to me owner and any omen who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, fes" H. Swba• GetaM M swim POW73 Plan Reviewer. Division of Industry Services (608)789-98W- voice \(608)085-9330-fen cmv.swincidwico Reviewed bp. Bradley A. folmm , P.E. Section Chief. Division of When Services Bureau of Field Servcw (920)49L5605 011a \ (920)360-0699 Mobile MrMk4 w•unmet spina FOSn iIra m vemnsme.sr rnn caws Trawsia•nob,noglrtipessaw Sion Pzuvaa� HIT TA Protons, Truer- TA covering. ttc DSPS Review Subodufal Travel Centers of AmerieR Hudson, Wisconsin Facility Ugal Description: SEC 27 T29N R19W SW SW PARC DESC W 439/549 & 446/454 EXC NWY 16 FT SWN W 500FT OF TRACT DESC W4391549 A EXC Hers( PROI 1022-0 21. The following documents were prepared by Weson Solutions, INS. and product vendomforreview by DSPS AS apan of the upgrades to the wavewatertreatment facility at Travel Centers Of Armour in Hudson, Wisconsin: 1. TA Hudson Wastewater Treatment Plant UpgmLu 2. Dynamo Proposal 3. Weston Basis of Duign Report 4. Plumbing Preduct Review Information 5. WI DSPS Documcnmdon 6. Wisconsin DNR Approval 31i5GbNg��v' "IMAN\ ABBnTT 9. E4 _6 W� ,O�11SERTVVI Prepared By: Dondmr"fly APPROVED DEPT, OF SAFETY ROPEMONAt MCE's st Weon Solutions, Inc. OIVISION OF INDUSTRY SE CES 301) Plaza Circle, Suite 2W Mnnddein, H, cope) � ^ M CORREEPONDEME DYNATEC a:0oB2ul e SYSTEMS INC Fax T November 201E Ed Coggin Pa: Proposal No: 2181 We have revved our proposal for the wntemenxed Dramec k1BP system stressed with our discussion today and me Layout and Pi provided. The syebm is proposed W process 10.000 had of sanitary wastewater lnllklly with 800 filed of adds mgg and is expandable to 15,O00 Bpd ford System eomponenle are designed for 15.OW 90. The most notable extraction Is me BF system that we have W have modules added N expand to 15,000 god The exchwary Proposed remain poa0ve displacement blowers manufactured by Keser aM east Par 15.000 GPD, we have Included a MTS let iii (installed by otlursl MaereWn In me bureaMr in lieu of mares or fine bubble central We have Inwryanted the following charm as a result of our discussion. • The influent screen and six suhmersible pumponniven will be Powered through the Norman motor control panel installed in the container and control will he through the Dynatec provided PLC in the years.... • The proposed Owl influent screen will be replaced by an automatic strainer that will salve the Ned from the PAL pump thu iped by others and Installed W others in the aerated beereaclor • Deal will provide three submersible hydrostaticlevel transmitters that will be Insulted by others the EO, damnation sludge Lasko by others, outputs from the transmitters will be delivered by ethers to the container for control through the system PLC provided by Dynatec • A 21nch PVC pipe will be extended by others from the and pump of the EO tank Into the container and Dynatx will provide and Install an automatic velve in the pipe to control air that Is allowed to he Introduced Into the DO tank Others will "tend a 2Inch PVC pipe to and from the anoxic tank Into the container where Dynate[ wilt supply and install an ORP sensor • Others will Mend a 2 inch PVC discharge pipe from the EOhansfer pump Into the container where a DO sensor prwldM by CynMer will be Installed In the pipe that is returned by others to the al tank for control of the air hat Is allowed to be introduced Into the ED tank • Others will extend a3" PVC discharge pope from the bkoreactor ML pump Into the container where a 00 sensor provided by Chnatec will be Installed In the pipe for blower control • The ML pump will this powered through a VFD Owl will supply and Install a magnetic flow meter in the concentrate return line "an the ultrafllttr prior to splMing the concentrate return piping to anoxic tank and sludge tank a three way automatic Wine will be installed at that paint to permit WM to the discharged to the sludge tank on a programmed bails • Oynater will provide the required container arbitragers for pipe and conduit • Air resident to the Sludge tank will be through a ]'inch automatic wake Installed by Dynamo in n airline that is extend" by others from the container to the Venturi Installed by others at the submersible mixing pump provided by others in the Sludge tank • Dynal will provide and Install in the container a 300 galbn XDPE tank br collection of OF Permeate and couple that to a hydrop esumatic tank with dual 15 GPM 50 PSI pump The container layout will be prepind to leave free spew M other uses per your Pound. We must hat this proposal is comprehensive and lul(119 your requirements. Please let us knew if you have questions. Sincerely. FOR DVNATEC SYSTEMS. INC. Tom Doherty oyxeTEc O REMs. INC .30 fma9m kmo. BA" - W . USA. mab>NV . Six .60P4a1. wrap W tlaM1na= CoadiOoaally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES DIVISION OF INDUSTRY SERVICES PROPOSAL 218068C q %)041a For SEE CORRESPONDENCE Weston Solutions Truck Wash WW Treatment MBR Ultrafiltration System Volume: 10, 000 Gallons Per Day expandable to 15,000 gpd Date:7 November 2018 Proposal by: Tom Doherty 4 DYNATEC DYNATEC SYMMS, INS - 3W C wt Mad-BYHINSM-W. USA -0641 -F&.A6 7410. wn'prM�= 12115 15 Proposal Pane to PROPRIETARY AND CONFIDENTIAL This document comaires proprietary and coniwen6al Information Nat is the properly of Dynatec Systems, Inc. This document Is provided to Me receiving party on to understanding Mat Me receiving party: • Acknoxledgesand accepts Me propmelary nature of the Information ccntalned herein. • Agrees Nat it will not directly o indirectly dladaee Me information overall herein N a third path • Agrees b limit Me exposure of Me inMrmaGon normal heMn b as few people as possible, arld only to Nose personnel and others vMo are Martin Involved In the unified. If Me" conditions are nor acceptable to Me receiving Party, all oupies of the document was b ba Immediately returned! to Dym eo Systems, Inc. and any alechanlc copies are to be purged. 2.o TIME LIMIT This proposal Is valid for a period of forty -fro (45) days from Me date of the proposal. Introduction The MBR process uses Me same robust tubular membranes Net have been used In cross-ibw applications for forty Were The advantages of using an extemal popular membrane conrcumdon are: • Long membrane Ice • Ease of pperatlan • Consistently, high quality permeate • Bimpler operational mnl • No requirements far annual Meining of Me inambreno chamber • Easier to troubleshoot failure modes • Enhanced operator safety • Laval maintenance requirements External tubular membranes do not move in process. High velocity III scours Me boundary layer from the membrane. The MBR is provided with a skidmounted cleanJn-place (CIP) system, vfiich Is used to dean the system In a marble of a few hours. The MBR membrane enforcement does not expose Me operator to off -gases and does not required annual draining of the membrane chamber for a visual inspection. P TEC CY9RAn,II-M(mmJM Ppa1- tubular •rU•UX•W9.MT4f9l- Fax - 01l arl)• w.w:.EambcyYem.wm 3.0 DESIGN SVstem Design influent Paul Now Value 10000 Unit gpe Nki U anme to vsM gi m min PeapaTemp 25 C Mall lusmeTemp 9s [ PH) SX) mi Tss }M m6//L Fammed TO as g To,al pAmpdorus 6 m6IL Assumed limuem A4aunlq :m mal Assumed pM T Su Assumed Slit, ENNon eoo Lead nao Me m6n ASsumM Ts9 i w.o I ri TO aA ri "=me <E.o MWL IN aao mi pX Mlvedumlar EommmnNmm 6.9 W,fiW L Emulated Sludge Yll w libui a Bummed Sludge volume mul N, in lm[hm spa es s at N.CW I5.000reeulrament 4,o EQUIPMENT SCOPE OF SUPPLY f>. A ummlLo o.oIHAN, an, ..,a,LmmemmaOw.oummpml•o+.om.-iialleow-me-wv.w,uW.we 12115/2010 proposal Pace The following equipment is Induced whh the mmWon system 4.1 Transfer pump A submersible pump will be rambled by others W transfer Mpw xk w for ham Me EO bank (by Where) to the Anoxic lank (byotherd. The pipe will be extended to the contebrer by alhers. TM1e pipe will be concerti W a 21nch pipe Insulates tes container with a DO semar installed to monscrand control or addition to the EO tank through a 2 her automatic calve in an airline Net is extended by Whom from me container to Me Ventul Nstated by others at the submesible mixing pump mandel by others In the EO lank consistent won to Wei P61D. 4.2 Solids preaeparalion O hxhsr will towns a 1-2 man IMIueM screen for removal of solids morb discharge of the wastewater to the SO tank. Dynamic will provide a 250 micron automate strains, in the feed line from the aeragon lank to Me ultrefiltration system. The dram ergra blowdown from me auomato narrow will be extended by Whom Imm Me container to the sludge mink. 4.3 AnoxicTank The appeal waste enters Me a -ground concrete anoxic reactor (by others) where the organic constraints will convert the nMntes returned Mom to blonacfor W nitrogen gas. This almostl returned flow from the membrane bioreador M the anoxic well meets the influent flow, and to denimhmdon process Is completed. M ORP sensor wlt he handled In Me remember In a mving pump discharge pipe Met Is expended by aMws to and form Ms mntsinw to Me submenibb mixing pump klsballed by When in Me MOMC Jack. 4.4 Bloreactor and aeration The bioreemm bank is Mjinam d concrete construction (by others). The aeragon Is trough a Jet nonlimmuclor provided by Dynalec and mounted by Where in to bank. A submersible gimp prattled and instilled by timers wall drive the etlucatm. Dynalec all provide a VFD Mr Me pump. Aweton Is lhmughduNs nlbyposigvedisplacementblowersmouMetlma IdeadlaoantMMerank. Twomane bubble offing n will be provided for Insalktan by others M to EO tank and two for Me sludge tank. 4.5 pR/Ruhlent and other Chemical Feeds pH control is Included in Me ombainer for pM mna l of Me aerated bloreadar. chemical feeds pump will be provided per phospnams sudden and carbon addition. 4.6 MBR URrxfiltrellon System The membrane pack Is supplied who tubular modules In series. The system Is complete with an Imagratel pressing system. 4.7 Permeate Tank and Reuse NI The OF permeatewill disphargee hIm a ro gallon dosetltap HOPE lank.A 15GPM aPSIductile icon M1UFpp Umaticpumpantlbank usawill be MOwftlbMetankto pavlM bested wets, bar reuse. TM1e OF permeab Met is nW reused will avaMow Mpm Me 200 gallon bank for discharge. g1MATEc Sr M, all -]M correc t Peed• arAhpM• k!• Uka• BohaF. 10• Fv Me387-MO• saw d afi = 4.8 Sludge Handling Equipment Sludga can be wasted/discharged fmm Me redrrulating load of Vie Ultra9tler to a cuebmxauppliad in - ground concrete tank or directly 0 a lank O d. A 2 inch mag meter will be installed In as concentrate pipe horn the OF b measure WAS when sludge k being wasted and to measure RAS when comp ntrete Ia discharged to Me anadc tank. A 3-way automatic wntrol valve will be installed In the pipe Met Is extended to the anode tank to control flaw. Air addrion bu Me Sludge tank through a 2lnch automatic valve In an aldine Nat b; extended by others from the container ro Me Vandal Installed by others at the submersible mixing pump provided by Others b Me Sludge tank consistent with Me Weston P41D. 4.9 System Controls Process control and warm natlflcagan Is provided through a pre-programmed PLGbaaed control warem, fullyfactarypre-wired and Installed In NEMA 4X penal. Dynatec will provide to level transmitters for ED trunk, Person bunk and sludge tank. Others will extend conduit from Me level Monomitburs bu to container were control will be provided through Me Dawdled control panel. The HMI allows Me opvator to s rd and monitor Me complete system operamn through operator Inputs within pre-set limits. All functiom are co prolled vla to increase, which receives dab from Me system Instrumentation. The control panel nausea: 4.9.1 PROCESSCANTR%&AIARMNOTIFICATION A preprogrammed PLC (Programmable Logic Contralto) based control system will chiral all functions of Me system. The processor controls Me system based an preset assumed strategy. Many trotters are Bead adjustable a meet changing condWona. The control panel will house: 1. ABProcasear PLC 2. DlscremeandiigiblgO's 3. Unmenupbud powersupplY(UPS) 4. HMI OPTIONS: 1. Ethernet connections for remote manitanng andfor control. 2. Datalogger with or without telephone dialer 4.10 Motor Comma Motor element, soft starts, variable frequency drives, power transformers, etc. will be housed In a NEMA 4X housta. Creep will provide FVNR ateders for five submersible pumps and NO one Ingram screven Mat ere provided by Mhers, all W which have motes rated at 3 hp or less and Me river we be 4603-00. Dynarec will supply one VPD far the MR. Food pump. 4.11 Container Speciflcation Container din Is font feet tone hghcubelntpment access type. ■ Condoner Includes personnel and equipment access amnvrya Pondering a personnel and equipment access agars ere stanComalner Id rune axed. crlNlner Iacetlm walla and coiling are paneled with 0.30 lextured Comfiberatose a ban iper plywood. crmalner le remperswre wmrollea with an elacmnp heamer. Container is auMaea Nib posing not mwmae cation( eauatdel nuoreeraotaineg i�V o (2bulbtyye)sing imrwet rbal enclosed Indust Of two per container). munce flSEesMc.•pro orawaW PoW•eWylm•ou- that -anduane-rix-trean moor Ambmwbheam • Condi is oanaed set 10' combine typo vent mounbtl In the mof(twO par conlelner). • Container is ouNtied w1N two 3' x 3louver vent, mill finch eith bird screen and cover creak handle. • EJdanor of mnaiaer a be palnod per approved paint color selection. • Container Interior poor to be pained wily epoxy paim(gray cola). • Container to include one Emergency lighting More. • Container to Include Upt light above such Personnel prems l rattlmtwar. • Container air conditioner Can W proided of same Wei. • Floor penetrations will be provided for tie pipes Nat connect tram the container to lye in - ground anks • Conduit penetrations will be provided in the sldewall of Me mntelner fur the power and conmol connections to the pumps and ransmi6ers Iccated In the Ingmund tanks 4.12 System Documentation: A eat of system tlocumenlatlon Ia produced, Including: 1. Process and Instrumentation tlrevAngs 2. Electrical drawings: a. One-unsedmicaldrawing b. PI-Cladderlogm 3. one (1) electronic copy of a System operating and Maintenance Manual, Including manufacturers out shade of eau of NB system compments 5.g EQUIPMENT COMMISSIONING AND STARTUP 5.1 System Start ometec will supplythe services of a geld mglneer at Melon Bite althe rates shown on the fMca page at extra cost for equipment Brea. 5.2 Operator Tralning Drops; assumes that scheme operators capable of blologcal W WR operation will be made available for training. Dynatec will provide Me aeviices man engineer at the rates shown on Me Pace page at exi mat tar trshmg. 5.o UTILITIES The following ufilires are requiretl tar mrtect operation of lye instead, unless specifically provided for elsewhere in the Proposal: 1. a6W3J6g 2. supply of son (less than 3 trial dean wear for membrane system cleaning. Asupply a hot water con enhance deaning oparatiam. 3. Phone line mnneplon Mom a phone dialer a Other external system canmol or monlanng lea be ins IM. 7.0 SCOPE OF SUPPLY BY OTHERS The allowing ere Bpetifirelly excluded horn omelet's scope OF Supply, unless spacigwlly Included in another 3etil0p: m1NTEC IiNSTEMSINC. -JIM Cornwall Fixed - BaMnew - NJ - USA - M U74M - Fix. Neal was dgaWy4ne.mn 12I15/2018 proposal Feel 7.1 Shipping and Insurance Exclusions 1. Sblpping of Me equipment to the iaa site 2. Equipment Insurance 3. Ca -loading of the implement at Me project site 4. Placing of For equipment In Me final location 5. All Installation requirements 7.2 Miscellaneous Exclusions 1, Influent screen 2. Equallaation storage 3. Arcane and oxld tacks 4. Sludge (WAS) storage 5. Lubricants For normal equipment maintenance 6. My and all process Chemicals 7. Cleaning chemicals 8. Spare Parts: a list of recommended spare pars Is available from Cynatec upon request 9. Malyecal equipment required for either compliance or system maintenanw requirements 10. Any and all compliance permM1s Mat may the requited 11. Any Remo not specifically Included in Mis proposal 12. Sol seed sludgeldry baclena 13. TreM and living expense for Dyretec Newman for stars -up and bail e.o INSTALLATION REQUIREMENTS 1. level space clot to the feed tank capable of t rimming Me 30,000 pound container (wet lead) 2. Power connection to system molar conWl in the container 3. Power Connections to loads ouside the Cartel 4. Combat wire connections to tank level turnaround 5. Pipe connactiws to iamb 6. TreatedtPunfied water Connection 7. Reuse water Connection 8. Clry water for cleaning 9.9 WARRANTY 9.1 Materials and Workmanship The equipment Is "manded for a paned of one (1) year From real or 15 mmMs han delivery, whichever occurs Mt. Please tamer to Me attached Terms and Condlllons for harbor deals of this warranty. 1o.e PRICE SUMMARY 10.1 Validity Pricing is valid for a Period forty -Me (45) days ham the data of he$ propoal OYN.IIEC throrb INC .-3W counsel Ficall - BMbgxm - W - III - 809-381 - Fax •Ka367 -w AMM10 MN mm 10.2 Terms of Payment: Final adding as quoted In this proposal is based on the following tame of payraM: • 15% with dral submittal • 80% due prior to Moment • 5%upon startup. not to exceed 90 days from shipment 10.3 Price: TOTAL SYSTEM PRICE..............................................................1377,810.00 DYNATEC DAILY BILLING RATES: SENIOR ENGINEER ............................................... .................... $1,250.00 PROJECT ENGINEER ....... ........................ ................................. $1,050.00 10.4 Supporting Commercial Infornal lon 10.4.1 TAPES: Pricing does not include any Was 10.4.2 BONDING: Pricing does not Induce bmding. 10.4.3 ON-GOINGTECHNICALSGPPORT If required, Dynetec ran offer an after -salsa mahmmenr¢ service [DINGO upm terms W he agreed. 10.4.4 OTIERTE t;MD CONDITIONS This proposal Is subject W the atecHed Oynatec Systems, Inc. Terms and Condlgpm. 11.0 DELIVERY Equipment delivery hum the factory will be approximately eighteen (18) weeks from receipt of ramwed Purchases Order, The final bellvery schedule will be detamAmd after reslpt of a PorMase ONn. DYa91EG SYSfENSW-3e3 MaradbE aw-Wmgmm•al•USA •aWY7000• Fu- C,9l•wnJamel[rryaMmr.wm 12.0 TERMS AND CONDITIONS: wrahc mim m awww. b ue.ox saau.e Ya.a F n aww mm.e emv.., qYa ad omsrtca.Xv.auvawmF,Imemn,ewMwm�E on.a nb.FYamisamu.wFemmymabF.im.Mam m.vn.m.bFa.wxamlm�m.meisn.mm.Xan YX®,u.uaew Ym Y+y.w®miXe.Fa.aemF, �re�YW.m �YW.�•er...v. EHI�f(iYtTE FnPE55 WMPNi1V SfPIEDI"caEIH MN\lECN6LW.64ll WN8/MR4 W IIHPEX4CI101YEt� IM11gNGM'YA^DNLY9l1EF WNbUNII 56AEAWNIMYIY[W FlX�fbIPoAtt1JVAXIP� 41�LEq XB.BRNE lYE WgRWIIY. Wlw n gbYvl naihre wat Y olacl tle YWe wray b nYY etl '.nYn+I1VPUW N�rmlxwodNMtiviltl W Yd®PambtleinoY.9noteatle.LXYlwrsitY WF41K �vAF.oP W Yl� ulbwl Ftle�m.9etlm9Yvuria.Mm Wua.11n+yY^ mtlbbh� sY nM.FaiF p.tlff MNtl'e s�ffin. F YnreRmati a6P�e��olR��mglalYfal W^P�9v®b.W me�.WM1HdjeluYwtfmChe mcrteMeea�®s. `°•�V•anemmrdzr�.ee.n®eborcuwsW W,.,Fw.mnm.Y�uw®eam..,.peomehcrn+m.Waiq,ssnmmA�uwn.mauooY.Fan.m �...a aFmuoo.n+wn<..®wv®. m.m.u..ma+.++YY.wa�wFu<o-aedFaw.0 . Xmrw .y.mo m.lm.�mw. iw:n.Y -cY.. m. m��•na a.Ymm.we......nW . X.b �m.ewo. m .M.. a.aY.w .W imw..w.Y ol...ma .Eram.mmb,a.n.,w.. B vbpera uabli e, wvl WeAen Compensation CavnBv. Smwmry rmulnmenY b.) Emplopw I - When Ca..rage : p1.e0g00 Elm AnI Limit E1,000.0ee o Limit 81,000,W0 mr.e.an Employes 11.) Commercial Gwwl ImbllXy aoeerlre Sur bodily lately ma pmwb damage mulumne mandate operation, poJUW ecandeloted awwtbnaewrba[M1rat lubllm,wraoml IN adetdmnB lnlaary: a) Ommned Pam xim be Mllnver Hini $1.000,000 E amoa amenan S,E)DI a Paeansl a aeaedming lnjuly U.000.000 Cswml Tppweeb 0,O ,,WO PmauNlCwnpbbd Opreadms appnpW III.) Nutwnople L40IIXy: al Cover m handle IS wwd. head old nonaynvG uebldes MN Te mlloMngllmN: E1.00i Damaged SIMI, Limit Bualry Injury and Pnwddy Damage Iy{ Umbwlla Liability at E5,000AW P GlOcaumnw LImX MM,CW RBpaplb Limit CELIVEWEB. Tndefwyaebe auwtlau added on UVIiI.1EC'aEvlmamak damalla0c11max1un&I me wMrwn ea mee..na.m.uagdm oxmmwonmm� am.mamganmolenrmdmimy oaem. ovrvnreCmwrveatnsepinmmw. nay or peNBl Wpms4 end Idahoan Pull ..... turdamly EycuBaB dmanm8mu umN MMng ilmlb4 todoXm, wYlb4ie Wane umW $mesl Goovernrnment cV abd ewmmnMl hah n) Idr,detn. deep in mMdaMLlm, Mai to dA.bnM,i once. normal r ar man meduade iatllmu. PAMENis. lT. puMnwtluulMemnm wdnW I]VfNFec n.nnlesdng.Mraryegrea uass amndadaluOe lwmnn0 m d peunu a YBaemsne eaelrO 1mm oytulECe mmglanu vnm ady ergrm, ap.ddmunm w Imau[wm d Car Pumianese�i THE MIC WBKOF L088OR WdIPOE. ROM otbm endadmga enYl peas btlw purtauvupm deYawyatllre W.asb Me FOBrclnLTheon pwbMe Pmmumupm An t d her haddyeof DYM. Crange. AT{IX. CwalMmetanYuavmuatNxNb tlq paorxMMn mnevA✓CVNPTEDstlwlll W eul{edbmvslretlm LeAdi belliel aAWB,000E8, SANDwI wo!1andse Emptu an IdekebBmin. tlrenma,pawold ae",crow, Nduen mariner'Mro anUnlWed or to end almCradrFefiMudWaemajNUo wh SMutleWl C0811B"M aindudruaarpa and managed old anew NIMUof NS hmiilBtbdone ldaneWbr Ynpg Mnd"anu MannRCsmelle" ffemande dwtli. pumnuxena CvpulEC SmW mumrW rpn'm any mudmatlwndtlwarewnruldq+mm earn anmPvtlwrp. MNA EC 8YSTWS INC. -3W Cmrodlul Ra" •Budllglan• Ne•USP•Mh-aUFNW •Fit•NEW DEC •w.w.dyrebmyeblII 1211512018 P I Pao 12 mxsaa.Exne. ows®nxnaE waunv. mrwrec m.0 mn m ®. wmem m4ro m.v<mee� bs.e o meFaW 0enptlmMLL nm®mm»nlEc.bNy mfen.m.�wenorcwlEcpmw•=�m,u.metam en•ae.b..n br+b nm��nme�e+v.armmt+nrte m�ivaam>nmwmeu ieNnrm�..na.l.n aum �u�nm.•�xo� s..�e�]e�nn..a�ram..s.]m.«bwwe.num+a.bw�Mn.emmo me®«.seu.wb�..n�mo�emmarc mesa MINGIEG �iear.a ft eoveNxweuw.,wet..a*s�+eu.wav,Nun��ame�eube..e..embao.m�de.eobepa.wa uesmeanerxi.eu. uwsu.ea�.r®. FIIIIIE KA BIEH! RN�aMe�®eOttNiEC4WNv vAwb�yW9®bNe�s�mvEmdbemleiW brh ai' �m�'bme. Pores. mdbe v ✓CalLLP M reYob b w69 en eq� W s a1e®I i4®bM tlM1 rw�w.nvamtx,EcerNe eemamer.wn OMUiEt5Y5iEMS,ING]�Canre[YMPwe•Sobpei•Nl•USSBWdB]dS1S •Fer•a1B]S]3%S•wwAPabtt�bmm BASIS OF DESIGN REPORT WASTEWATER TREATMENT PLANT UPGRADE TRAVELCENTERS OF AMERICA, LLC HUDSON, WISCONSIN Prepared for. TA Operating, LLC 1T'SCON4lt. �tr( MEORN 10; Prepared by: _ / aeSOTT t v :9:, E4aa288 -T'\IISERTYV Wenon Solution& Inc. '0'o 1 300 PI=Circk, Suite 202 a, Ate: Muundelm IL�60060 O t [>VG _� __ Condmormry J_ y°� APPROVED DEPT. OF SIrFETY MID PROFESSIONAL SERVICES ONISION OF INDUSTRY SERVICES February 2019� SEE CORRESPONDENCE TABLE OF CONTENTS Section Page 2. PROJECT OVERVIEW ................................. ......... _........................ ................... .... 2-1 3. BASIS OF DESIGN DATA ............... ....... ...... ........... ................. ......... .......... ..... .... .... m 3.1 DESIGN ASSUM ONS.................................................................................. 3-1 3.2 WOES PLRMIT DATA.................................................................................... 3-2 4. UNIT PROCESSES.................................................................................................... 4-1 4.1 BASKET STRAINER AND VERIICAL SCREW SCREEN ............................ 4-1 4.2 EQ TANK............................................................................................................ 4-1 4.3 ANOXIC TANK._............................................................................................... 4-1 4A AEROBIC TANK_.............................................................._.............................. 4-1 4.5 MBR SYSTEM.................................................................................................... 4-2 46 PE1311EATE TANK AND REUSE ............................................... ._.... .............. 4-2 4] SLUDGE HANDLING...................... ....... ..................................... ..................... 42 LIST OF ATTACHMENTS Attachment 1 Discharge Monitoring Reports (DMR) 2017 and 2018 Attuhment2 Report of Geomchnicel Exploration LIST OF ACRONYMS °C degrees Celsius 'F degrees Fahrenheit HODS 5-day biochemical oxygen demand ein cubic feel per minute DMR discharge monitoring report DO dissolved oxygen DSPS Wisconsin Department of Safety and Professional Services EQ equalization gpd gallons per day Pus gallons per minute }TOPE high density polyethylene Ibs pounds MBR membrane bioreactor me,/L milligrams per liter tASS mixed liquor suspended solids met millimeter ORP oxidation reduction potential psi pounds M square inch RAS rerun activated sludge su. standard unit TKN Ioal Kjeldae nitrogen TSS roan suspended solids VFD variable frequency drive WAS waste activated sludge WESTONe Weapon Solutions, Inc, WDNR Wisconsin Department of No=[ Roemmes WPDES Wisconsin Polluted Discharge Elimination System Fuw mu 1. BACKGROUND TravelCenters of America, LLC (TA) was issued a new WPDES permit effective April 1, 2018. The existing activated sludge plant is well past its design life and the WDNR has been urging TA to upgrade the moment plant. TA has proposed replacing the existing activated sludge plant with an MR system. The MR system has bs ev thoroughly researched by the WDNR and produces clean effluent that does not require additional treatment by the soil. The existing drain field bas been functioning correctly since it was installed in 1978 and a review by the DSPS in January 2017 revealed no perched water within the required depth. The DSPS issued a conditional approval coinsure to SPS 393.44 (5)(e)I which requires pressure distribution when highly -neared effluent is discharged to a soil dispersal component. The drain field can communion operate as designed transition concurrence from"D irfficials that the effluent being discharged from the proposed MR system will meet wDNR surface discharge standards without additional treatment in a soil dispersal component. The high cost of converting the murdering drain field to a pressurized system would have been cost prohibitive and the activated sludge plant would have stayed in place. The variance allows TA to move forward with funding design and installation of the MR system. The MR system upgrade, as urged by the WDNR, will produce a much cleaner effluent with less than 5 mgT. of HODS and TSS on a regular basis. 2. PROJECTOVERVIEW The treatment system selected is a containerized MRR system from Dynatec Systems, Inc. (Dynatec). Wastewater from the facility is screened for solids removal and collected fir an EQ tank for treatment. Wastewater in the EQ tank is continuously mixed and aerated pence ically. Wastewater from the EQ tank is transferred to the anoxic draft where it is combined with RAS from the MER system for de -nitrification of the waste stream. The anoxic huge is continuously mixed by a submersible mix pump and ORP of the wastewater is measured in the effluent line of the submersible mix pump. Wastewater flows from the anoxic toad: through an opening in the shared wall with the aerobic tank for further degradation of organics. The aerobic tank is aehted by a submersible mix pump and an automated valve controls air to the tank determined by measured DO. Wastewater is transferred to fire MISR system by a submersible pump. The MBR system uses ultrafiltration to discharge high quality effluent to the Terminate tank and RAS back to the anoxic tank or to the sludge holding tank as WAS. As the permeate tank fills, water Flows to the discharge line by gravity to the existing drain field. rebw 2019 3. BASIS OF DESIGN DATA The basis of design used for equipment selection, drawings, and speciftcatiolm for this project include the desipy assumptions in Section 3.1, the WPDES Permit Data in Section 3.2, the DNIR submittals found in Attachment 1, and the Report of Gemechnlcal Exploration dated 25 October 2018 heard in Attachment 2. 3.1 DESIGN ASSUMPTIONS The MBR system is designed for 10,000 pit with ability to expand to 15,000 Spot . The remaining assumptions for the MBR were based upon data found in the facility's DMR submittals and observed conditions. Sprem Dnlgn Anvmpflove Iullpent Deeigo flow I0,000 gpd Minimum Revealed Temperate 25°C Maximum Rwclor Tmperamee 35°C ROD 600 mg2 TSS IIo mull. KN 85 mgn Total Phosph ..s 6mg2 Nfloem ARaliuty 2M mgIL Effluent ROD <I0,0 mg/L TSS <I0,0road, TKN <20 mglL TN <loo men, PH 6-95D. Mixed Liquor Concenvatim Iowa mg/L Immated Stodge YicN to lb✓day dry Estimated Sludge Vol�mc 120 gpd Aa 10,000 nod, Aeeamn D odga Total An IGo clm(m 5 on 3.2 WPDES PERMIT DATA The WFDES permit contains the following effluent limitatloas prior to the drain field: parameter Llmlt Type Limits and Units Units Sample Frequency Se Naha EODy TOW MmWy Av& 50 mg)L weekly Orab Nitrogen, Trial Monthly Av& 10mg/L MonWy hlcWmed The WPDES permit contents the following groundwater mordtonng limitations for the drain field: parameter Unit preventative Enforcement Fyequelmy Action Limit Standard Nitrogen, Nimp+Ninete mg/L 4.2 10 QuvhdY (mMdissolvaa Qdod@DiswlvM mglL 250 N/A Q+enerly Nitrogen Ammowa mil 0.9] 93 Quarterly Dissolved pH Field au <6.5 uW >8.5 N/A Quarterly Nitrogen, Organic pIg/L 2.1 NIA Quarterly Dissolved Solids, Total Dimolved mgl 785 N/A Qunnedy Toluene 4g/L IW 8CU Amual 1,0.Dichbmheozeoe 48/L IS 75 Annual MCLyl dhylkdone pBIL S00 4,000 Amual (MFIq isohrylkebre P91L 50 Soo Arwood WIRK) (MD1K Acetone 4g/L I'm 9,000 A mi %ylene pg/L PW 2.W0 Amual Daneene 4H/L 0,5 50 Ammal 4. UNITPROCESSES 4.1 BASKET STRAINER AND VERTICAL SCREW SCREEN A basket strainer and vertical screw screen will remove and dewater solids greater than 2 man before entering the EQ tank. An in -ground, two -chamber concrete vault will house the basket strainer in the fits[ chamber and the vertical screw screen in the second chamber. The basket strainer is on rails and can be pulled periodically for cleaning. The vertical screw screen runs autommicnly and dewatered solids are discharged via an outlet spout to a container for landfill disposal. Screened wastewater continues to flow by gravity to the EQ tank. The in -ground concrete vault is covered by a precast concrete shelter with odor control system. 4.2 EOTANK A 10,000 gallon in -ground concrete EQ tank will collect wastewater for treatment after screening. The tank is sized to accommodate approximately Me times the daily average flow. In case of a wastewater treamsrnt system shutdown, there is enough storage time available to arrange a vacuum truck to empty the EQ tank. Air is added to the EQ tank through a timed automatic valve to a submersible mix pump with a vevmri eductor mixing nude. A VFD controlled iMuent numb pump transfers wastewater to the anoxic tank. 4.3 ANOXIC TANK A 2,500 gallon in -ground concrete anoxic mark receives wastewater from the EQ tank and RAS from the MBRsystem. The nitrified RAS from the AMR system will be combined with the organic constituents from the EQ tank and convert the nitrates in the RAS to nitrogen gas. OPT is measured in the effluent line of a submersible mixing pump that returns back to the anoxic tank. Water from the anoxic tanik passes through an opening in the shared wall of the aerobic tank for further treatment. A4 AEROBIC TANK A 2,500 gallon in -ground concrete aerobic tack receives wastewater from the nature tank through an opening in the shared sidewall. DO is measured in the aerobic tank and air is added through an automatic valve to a submersible Crux pump with a vermin eductor mixing nozzle m maintain 1.0 mgl DO. A submersible return transfer pump transfers wastewater in the MBR system. H Nx,u 2010 4.5 MBR SYSTEM The MBR system is fed bB.SS from the aerobic tank wiU Ue return transfer pump. An automatic drainer in the feed line removes my solids greater man 250 micron. The discbargeadowdown from the automatic strainer is routed to de, sludge tank. The MBR system uses tubular modules in series where ML55 is pumped at high velocity through due tubular membrane module. Thehlgh velocity continuously scours the membrane sourced and prevents solids tram building up. This process produces high flux rues and simple operation. RAS is returned to the anoxic tank. A thma•way automatic valve installed in due RAS line permits WAS to be discharged to the sludge tank on a programm 1 basis. Permeate is muted to me permeate tank for discharge tu the drain field or utilised as reuse water. The MBR system Is supplied with an integrated C@ system. 4.6 PERMEATE TANK AND REUSE The permeate discharges into a 200 gallon closed top ROPE permeate tank. A 15 War, 50 psi ductile iron hydro pneumatic Dump and tank will be connected in the permeate tank to provide water for reuse, permeate that is not reused will overflow from Ue permeate took for discharge to the drain field. 4.7 SLUDGE HANDLING Sludge is waste ildischarged from the mcireculating loop ofine MBR system m a 2,500 gallon in - memo concrete sludge took or directly to a tank truck. A three-way automatic valve will be installed in the RAS line In permit WAS to be discharged to the sludge taNr on a programmed basis. A 2-inch mag meter installed in Ue concentrate pipe Siam the MBR system will random! WAS when sludge is being wasted and will measure RAS when concentrate is discharged to the anoxic took. Air is added to me sludge and: tluougb m automatic valve in a submersible mix pump with a ventmi eductor mixing nozzle. as r.w.wrir s rvWrnLEu�.�n DISCDARGE MOMTOR G REPORTS (DM) 2017 AND 2018 ATTACHMENT 2 REPORT OF GEOTECHMCAL EXPLORATION p% p`)I `'$ ono onalon alMWry swede• ,era„NRe',he•4 INSPECTION REPORT xen.m witse4>as aelopsew. to ew.Beovary DeM1 of lnspeetbn: January 25. 2017 Pereoee plan: Pmjecl Name: TATmmd Cemr EM Bud",, SEH Ix.— CMppewe Falk Ofte Project Address: Ron Sullivan, TA beauty Mainleiun s Manager 713 Hwy 12, Hudson, WIWig use: W etion/malemant Legal Description: - Attention: S27-T29N-R19W Sash Pseudo Travel CenMm WAmxIw LLC 24MI Center Ridge Reed Weskle, OH 44145 TowMhlp: Human County:St CmixCWnly This wil dwiewwes emducted m wntirm that et leen24'....,,ofwseMakd soil's presext beneathan existing sell dispersed compomnt serving Wareferenced Oommaicial facility for proposal dischmg ofpre- treated e8luent (BOD <30mg-L ; TSS <30ml F. colifom <-104 cfW100 rnl,) to t)r masting sM dispemal component The following disposal componatt speci0retlona are noodled in St. Croix County Zoning Department adrwNstrNive documenm. • Component dimensiow: 84 H x 24R • Number ofperfoseted distribution Intends (gravitydigurmu6m):4 • Dunbutbov htwal spacing: 6 H. • Depth of Vic below Smile (top ofWe): 24 in • Depth Ofaggregm bedding tonight lmerahs: 12 in On soil profile was observed in ahancauger boring located at the southeast comes of the dis➢enal component near a 4 in diem<teroastfront vent pipe. The botimv Ofthe ven[pipe was memvred robe 32m Wowgmde. OivenWet 12Nofsg ptebeddingudocummmdbeneath WebosomofWepipe,the inlilnation surface of the dispersal area is appmximalely 44 in below grade. The behind grade elevation is uniform ovar the MUM ement of the dispersel compereent. The soil boring was positioned on the me of an elevated berm surmmding the dispersal component The surface grade 0 Be: bouvg Income M appmximatelyI R higher than We grade an the vent pipe location M atmebui diagram shows dcPdm Of mil layers relative to We inWtratioa surface of We dispern component using the ground surface of the boring as a noicel refsmat". As illustrated in the diagram, no limiting coodiden oceum witbia 2.3 fl of the dispersal component infiltration surfia isolated redoximorybic denturesw observd in association with argillic Installed at the approx'unake depth of the dispersal wmponeat bfilvmim aurlece. It In sumdxd thatdeu feebres are likely ar0fecm resulting Goer emmt ofsvater fiom the adjacent disposal compmmt; they do not represent s Iimhiag zone of semrefion. TO reiterate, a nunimum 2.0 R of vertical separation between the disp xsei component infiltrstion mrfece and Alidging zone of saturation is requimd for pre-treated effluent (F. coliforna 5 W cful100cap pumuaat to SPS Table 383.44-3., Wisconsin Administrative Code. This condition is satefied. On mother are, some menhole rises on existing coke do not extend a minimten 4 inches above finishd Sredeasrequ'vedby SPS3S4.25(T)(e)1. Furthennore,none of0mriserlids are second with locking devices to prevent ummlmdzd access m rgiolreA by SPS 384.25(7)(h). The bcldta device Asinine audabhe mrtebmdimmdi iv Lmk oflorb'ng devices oa riser lids ismimminmtsafetyhezerd: Directmyquestiomregmdlugthismam mmyai itnat7l5.634-3484orm Fdwm. IorQwdswnay.gov. Sd Taylor DSPS Wastewater Specialist —Heyward Offica IMN M1017av C113'1'm Nv. 12MV13 IPARY OO&OTi SHORTRLC1pTfH&VOfl1IX3(MMC 10 NB All CNIPP00.'A SL FALL Wl HTI9 CONDITIONAL APPROVAL L4NAPenov.3P. exPHue: s3aa m1ew m:m aN. sla c�m Sam sn,nPx.xuw oa PJitimfk,Vanmm JPLN.'POM WJa Dupmm LJNWOOPFfC3 SIOIOIXCOVNIYSPN 1101 CABWCHMLRO xwsoN w1 xM:uioe lawgi d m 'm.m¢mn m No man siemrx. aaPeeo Pisa. Art. u ma itlmaePmm �bea, rv.n Mw, m. Ttlamo4aml appoW gyPeabapsESm Pve nmma mSP3303N (5xQ1. wEMrtpui:mp:®eEitlnbunon W.m b,ml 4®M efllw:l(W0g0pp1 m16 390ppm1ia.4wluryeJ:v tligveJ m:a�:wl litie ptitivniaXF)P) ] buoimtmvmammlmm WpNxafiviah Wt W¢vHweoi6wgJixbugeAfl'®:apopnetlnembm¢lwnw(AmR) vxe8a trnnrmlp®e¢uillmen WDNRrv:6¢tllxpar0e[w +umtle M:hevladiilimtlmeuw.o�wavdltlielerul Iquiuomamvirg RJewuevµeypvs maYbameG¢:own0.irtl<pham munMliPdpWv. m it � a =w, jltt 1 Pnxeq $ ]C0.00 Pn PeaiveES PeflcW Ym S aAT,*, WIb WSpmlht,DWGM,flJ S M QISfaO�.%BO.Mmi%.PnJeY S:W amTO O'.]Opm ' etl�JOlrylor�mm.pe rc'. Iab MwaY. HP�TaPrtpNw img /pyyTyvwkamaMAmmea 110puatiopLLC Soil Profile / Dispersal Component Depths Finished gh Bottom of at �'iiT Finished grade - perimeterbemh 0 - Grade at soil baYhg on perimeter theme (veNcal reference) 12 FILL (mbaxi textures and colas) -24" IS 7.5YR 516 wl JS 7.S 414lamelae W. S I 5/4 w/t L7MR 4/41amebe has 7-S 6/6 & 5 2 acvmmulallons & depictions 56. associated with the lamellae S 10YR 5/4 State of wlaconaln OEPMWENT OF NATFUL RESOURCES ionyEWn.Oovemer IM B. WaWar51wN Frusta D. "I 9eClelary BOXMI MCEIwn WI M]W�RaI iIYylla'f0-]MO Oan aYxfe nb-711 AR.walmW maw IMy 8, 2019 Project Number: 3-2019-03M Sardis Paulson HPTTAProperas Trust -TA 0pwating1W 2Ad01 Center Ridge M. WeMl"OHM145 Subject Approval ofMembrma Bimeectw SyM® — Dew Ms.Peulsm Thu Depmtoaern of Natural Resources; (hereafter Depvhnend Is condNmully approving plow and spy 6cm fen MaabmneBforcacwr System M the TA Ravel Center in Hadsm, Wiscmsiv, submitted mderthe sal ofIdeean Abbott, Professional Bigw ,, Wavan Solutimm,Ins., Muodcldn,Mai% and received fm approvl on April Sth, 2019, T6eM®bmm Biweecma Sywwn willbe iwhlled Mthe TA TnvelCmlw loomed wHudwm WL Phis approval is hued upon me design values shown N the following mble. ��DevMex HowA�� AmuMAvc Mix��if��wtrokM no product mwlem Of She iwmuafim Of a vmiml soe smc®, an adcr wohnl mf5 mwoheme warecemr sysmma pmvided by Dyakc. a 10,000 gdbn pramat egoelivtion rook, and 47,500 gallon precast aaatim tmh nmtlMi aga bothmmomcmdemabk Me mdeweemeoLVMed Mudgelmk the syMan wID haveerahuv eatinmd eludes OAS) feed gobg fioruthehlBAwil m Naeocxiclaok aW m edMticel BAS feed from Poe awvbic mokb the anoxia twdc. no plow end specifmatims and mhu a soas on file with We Dep uat were aml by the Department as den beau fmmoditimM epproWl. 'ITe plan and spuclfinsums an hereby approved in accordance wpha 281.41, Wis. Sam., under approval Nunher 5-2019-0354, mbjwt to me following ccoditionu: 11Wapraownuc6en wbelmldm Pemilduthemwmvvtloncme)eMfmidwtivspccmaw the woaimcontrol and dawaeringwad all oNwrovulons and concmicw of due approvedpins adryeci6utlms. L. 3ammpamntweidmtiwpeomrbapmvideddudmMemntwofcowhacWn. 3. That mwior.mn¢olmModvbe wedm prcreM mlmtwvm lvd�mtl wMwwaya adjoining Wecovstuction area Thee methods shell imlam but out be 6mitad m the Mowing: wmumonwhaw NatumUywISCONSIN Vw' Page 2 a. silmnmfrmw, b. Tm AaYnbiliutim, and o. Immetliaze mulchlvg mdvedmg. 4. Thmthh Deprtruent ie notified when wnetructloncommaoeas and agvnwhmthe eppmvcd lmnaiusarepleced is 0psmtlon. Plasm notify Adebowale Adusavwo, Weamwaler Hngmmr is Hm Department's BaW%ia service Center DB ce, 5. Thmaneroapmble aparatiov end munWmce manual, wemmualmvleim wamevapm, he prepemd fw the approved GOHinus. 6. TLelthe existing treetmmtfacilitybe oPemmdeffeotivelY durivgwnatruetionmevsure, etamivimum, ibe[the prefnrtetrucliov lreeNwnt levelaaremaivlelved sedge prvnniow ofNa Wisconsin PollWml DieehnrgeHtimbYion SjaRmpenvit enamel. ]. 16m aproperty certified opamlw, es requiretl by s. NR 114, Wa. Adm. Code, 6erehinMPriorm 4e ermt of opmanov ofthe Membrema Biwembr Stamm. 8. ThNell rosemary Pervilts fwdewWwingactivrtius asmciazd with Mepmpoeetl wnmrvcHon be abhimdpimra marl ofwvhuc!bn. Ninalenca ofeonmminehd gromdwemr, novae pmmifs mvyregvve veepvm[endownlWiug oflha dawataing dische!ga for verioua orPppic and otlwr chamicaB. 9. Thatnhe ognrd Red Vpmns!elled iv mwNmw with the platy evi epec�mno0s, mdma above mndNons, or mbarymt useennd and approved madifiwtions. The Depmhvmtlees fan aumorlty under S. 281.19(1), Wis, Scale, m adapt talus far Ne ememmnon, loshllstim, use avd opmatiov nfmwmege eymams. Chep[m 108and110,Wb.Adm.Code,haveboonadoptedby Wa Dvpssmevt Iurmunt m Buis sbegory wgorlty. The DopM ntbas*a avthmiry Be approve, conditionally approve, or danY plans under s. 281.41, Wis. 9tee. Thia approval is not m be mrsel se a Department determination on the ismmm of a Wisconsin Pollutant Diu ue ge Hllmwanm SYmell ("DES) Pursuit or at opiWon as to the ability ofthe proposed ayseem to comply with eHlumt luvite ono to such a pervdt. Tangible personal PmPertY. wLidl beo0 e"a Pad of a wame trcehvent or pollution abaeerv®t plant or equipleen4 maY be usampt fiem moperrymd aaleshxuntlm aa, 70.11(3l) aM ]].54(26), Wu. Stma. A prera]uleibts fugue and mdermia a rely beobedoofilivg ofa elepa gjgt fXseepacnbedby Na De Rea Tat 0tgevmm. The formsandO.Box8 maybeon, Wisconsin the De-8933. orAavevuq Mannficariog and Telco Am®m,eW Hwma, P.O. 8933, Metlison, Wism�®v 53908-8933. giwphm and eproif 4owhaw Sogrmiewsl in aecaNmcewhh e.281.41, Wu. Stab., for emopllance with ohs. NH 108sM110,Wis.Adm.Code(wn the cor�sonsaleaveotionaflhe should not Carbwovalfir whivLmay be ing appouvmfamnced in the Bess or by abeve). Thb seer s6oWdva[ be consbud m an approval fir activities rtquvmg approval under 0Pom Shams m by oNm (emmh +tam w brel egmciw, TheDepmlmemmaervev Werightm oNer cBeaBm retltlitione mrould vooditims m�eamekivg Wia newmery. adenhudgmtavvea irvheltusymeslehbmueLe Beat paric0dswidunthwuhalehclrsecumtbo msMiewLvDoewpemrbaotetvhte dWaoiisacoonoseinmug W fiierAtl. Pw rydiciW rnlew otadwLion pmaumdm m. 22].52 ond 22].53, Wle. gush., youbave30 days efler tlmdecinov ie Page3 maned,mmansodse earned by the Depemnent, on MeyowP ®wish U,e appropriate mormitcourt and vrethe fashion on Me Department. Such a peation Ujudmiel review meet names lee Depatment Of Natural Rewunxe as Me To mpms[ a coutes4A own hosting immanent m s. 221.42, Wis. Smh, you have 30 days area: the dmiaion is mdlad, or othmwise served by the Degmmam, to serve a peahen der hearing on We Secmtmy of the Department ofNa mal hemaran ALL requests for cowmmd cave hearings mutt be made w accoNauce with a. NR 2.05(5), Wu. Adm."0, and carved on are Secretsty in exordunre with s. NR 2,03, Wis. Adm. Cade. Tye filing of a request for a contented ram hearing dean not camam the 30 day period for Bang apetition for judicial review. In am* commeneoo ofads Mpmvmva¢[has not mmmemetl or controls awaracdm complete ada improvement within tern yeas firm Us dam, this apirr"I al dl become void After two yeah a now appliOsUl and plan memhsl most ba some mot approval obfeiml of Us or other plans before my construction week is u¢dMaken. STATE OF WISCONSW DEPARTMENT OF NATEIRAL RESOD S For the Semenaryy 1 p Lma R. Rnusm, P.B. wa.Tewetm smiem Chief Bmemoewamr Quality 1nM DmgMM1y� Bumam of PnSMmr nwmn Water Quality co Mogen Abbott, P.H. - Wesson Soldiers, Inn, Mundelein Adebowale Actasenwc—DNR, Bddwim Service Canter Imty, Swim —DSPS, comes" Men SUM OF Wisconsin DEPARTdENTUN,CTURPLREOURCW t0f 8. WeWler Rln& gpcp yyalFer, Gown" Bw]IN Cathy etepP, gecrpry M.Weee Wa EeTwavl Ten n:°i emmaTii Ta Tans... we raW. Ttl Janday30,2017 Pmfad No. 5-20160b'63 MC JgIy CmkU, P.E. SAw. EIWIIHeMicNmll lrc. o srpps6t Wonsan PdIR, Val 97saz66o Sutged: MRCwmnal PmpO PAasallnpOeananlsb NePkhllnay WmM alerTea ,tSysW 3erfpgO Tr CmbmdAmwk Tm SbpF y-HWwn,Wq 17190!rM, Ths mncurmrN Idler Is k. respase s Nur havmlaal re Nved by Ice ga�tl d NaMral RpeOur� m Nmemba' 1, 4D16 aaarasdn9pk Cap NJgy(Wnenle East Tronvprloon) eatol U.S. May IZ wh M,(POn, yet. rvlrq Va irerelCanland AmarlcalrNk dop MGlily(IW'n City Emf 78 imvd Ceder) baMaa1T1311.5. May 12, mxHWam, yet. Rmaa gonfnaidamand pmvWaaf chmpinem ixadocyc Slggeeppa POYJTS IsredahradNAnmavMumn Moharge sleet 25,O0D0dlompNdYak mluls4 dawmpWemiu Aivdetl elWAepmliminwywmlewRw healmenlaTsbmx6M1 OMCM1agedlM1a pmletldbumtblb Arountlnnwvb Neexmgg subsuaamtlreln 6esnyslwnal Nesis. TAB LMumtxmlewalerbNeevekm rcm4bndntlaw Otsanitary a aWvWW,NINKPACY an 0lR aN facesor Mataop wand had/ InAltl:reoNRMdfr kAurtae veAMa mpakdlopwaskwsfemrepmvpW rmpealvdy via agream MfelmpbruNleW mntl pepldpwalereepamfmun6s piers Me oaralloxnbinetl lnAuenlwaamMmradd,g kka lAsedatlnO Prelimbarywmkgkrlrealmenlsyesm. Thecwred lnRl.enl waslewalerlbxs to NeaxkW9P0yJT51YPkaYY WnAekon apxaMmddY 6.D3t1-100009domperaey TFm BVNIIng Prellmlmry treapmnl syslam HbeyBrd lk uBeM1l tlmipn lYeaM Ne dnxlureBlegdpmaNare sMwbg NNsdmW aW tldelbrdbn. The Manassas! aaaWems be pmpTma posed 1 Imamu ON preliminary bmlmml syaWm and and W Masi of a other mwndera bbiaackf(NORI badhnsof encase b means Mu ineaft mb9 mmpblary selected OWN pralrunary treament syalem. Tingafpaetl rew M&2pmRl0llaypaeNenlapl9n N51mtl bVealprelWBw{ig a�'N iMsmf weelexaler0ows a'd' organlcmreWumisetluge: Summage Design lsae uwltMolece� FFb'm 8afy rynictnatllnse lan lnnunl Flinn lgtlbnepwary) Sim monty man disgracer iQWO 10200 102c0 Sn o,mnm I.wallga 9be 1 aye g Y mC Mn PeekSour a0 M NR ob m" NR 8.0 AB NR NR=aeeglvdwwmmlreNrMtllhhaptl The main MTH MD Of to maall pmpmal now MR preRmhary mdmenl sydwn wa welvlleama been Ascoa;simm. Naturally WISCONSIN '• Nv. Jersy Dariot4P.8.-]mpery30, 201] Pai The petesind Phese 1 MOH preliminan, hessheni system edeegned mtrea!/riese Xe'mXwnISW5, TW5 and lose n%r09M oft m ensure wmplanw WIN Me settees dsohMI and poundwdei qudlly equpmada conl®rred In the WPBES disolerys pym%. NibMn OmezeentlpdenXalbMlamaleruls hom NevsMtlasM1op area wifl wntin'w mba masABdsoa mrtinintlz¢¢ntry lNo NerwMrNrerytmalmenlayAan. No up9ratlwarnetlNadlons to Nx edstlrgwMudewdramAebare poposMazlmll Nihe Plmwlpropmjed. Polen!eliumre Phase Rupgmde dtJe MBRaylem maValbwmrinaweed Netlesgn madmum monNry kydreufe Eapxfym 25,AW padons wrtlayvia Irsmlmtlon da'WltlaelMBRunilswltldn the aopord motlNetl aamdon MnN. Moss an Me onom, Me Newness of Nature! Rsmurces anvVs Win the proposal to cwnElre ab Irad Me dernaft x2NewNer aM nmdwnestlo%%ismomr Messiest! M this fadlllyse the peowed he# MBR posehinery Meahent system ass exiii subswhaz OreIMSNayslan Pkme mletllat Neawnermay e6on¢M ePgpolromlM bcalarcwnrygorsmmsnW renewawncim,ln adw Ne DspeMeASat@y WWnAonsl Sa 291MbinlstmlNn dNeprapomdlmgamre'nee. Neo,pmase M1awthe iW�adeci Pam Bred one Is onaIJWin rocks, ]15dXLR911, eN, 19X1 hx NbnnaXonrepeNirg pomntldread br rel¢auaaadNa WPstES dlxheryepemAlgbrmlNtletlondwrei alias¢. In ad]htion, the ovmer of 9e properly and P Shw rwpa6®labia any mrtinnenml cordamili AWN none Me Pmpell NpaoNenb, dladMrvahlcMlMltlddppMAslwaslm amdccAembeN meybetlbderyMlo VS PoWTS. Ftllwsmaopaly maaa9a Va POW TS mry resuX in a W a ArandwaMr wnMMnaAa a premama sysem failure. X pu have anY qusslNnna rep W Ina Nee wncu nraas kN:r, Phase wnbd Siero SmM d (5dfi) 26F]SBo. SlepMnJ.9dN, P.E Waelewster SsMa Bwwud Were Owllb Cc Nx%Y IJNeke- Em1ranmeMalh s„Travtl LerAesdNrerke. do Txln GNFsat ]STmvel Cenlr, x4SI11 Cen1x PMq Rd. SUXe R9q YJeal Leke,ON641 Mr.l(m1n Qrebw - MeetN., SL Goa Ganry GxnmuMy Deficiencies OXIw, 111191 CamkhaN Rd., Hudson, WI 6W16 -�X$. FdNAn Ta]1or- Ospl.afSaleyB PndeaNaal Sevlws,1w11 N. Perch tm., NaJr.-sd,Wl 54013 Peb SwraaN, P.E - SNdWtln SeMw Cenmr Jtlt63Ms,PE.-W03 "DES pmnit NO. W ,006068i104 WPDES PERMIT STATE OF PUSCONSIN DEPARTMENT OFNATURAL RESOURCES PRRMIT TODiBCHAROEUNDER THE"CONpojd 9NT DUCHAROE IELI kTIONHY8T1Hr1 Travel CeoMvu PP Amerlm LPeimiHM, rmdmlho eWLmiry ofCapb'20. Wismnds 9lalub• to dimbmge@nn a fsaPPy lacnM W 1WIn CltyEsA76] d Cmlw, 713 Hwy 12, fW6mq WI to me grouodwafrs Of Wei Or WNow River WaWffie t of We St Cra4 NverHaYo N 8G Cmlz CauWy io emadmm W W tom eNumt 1®tatlooyn mlbrbagroquimmean and Odor ewditbst en fbrNlotlde yami[ 43ep"Vmshell an appSau®ePm@e dm a(cmbmtlou. fft6aparmit,acheab mminmr 200, Wis.' the Cwle,at dam Bo D days lajwcc St inalmmb,Stoa Duels pam14 mmNbgbChoptmNA1OP, Wis. Adm, COM, W but IBO days PrbOrto l6e mPL Wao did, glum below. 6'mm ofWbw®NDpeetomt sorrel Aeeawem Porfas Sewdary 9y Lwq w w� ' wsupavbmr ➢sh Pnmit dZrved D88M[PIi66L ].FIBCIfP15➢ATE �A Al 01, 2018 6%PIXATNN DAIS-Mne63l,]pl3 Table Proposed Locations for Delineation Ceoprobe Borings Soil and Groundwater Investigation Work Plan Former Rare Entries Facility West Chicago, Illinois Locations I Rationale Locations 0 Delineate E tmhm Plumes DGE-0I In the vicinity of the noM and of REF To delineate the extent ofumnium to the north of existing DGE-0 la the vicinity of flu: north end of REF 1. To delineate the extent ofumnium to the eascmfexisfiW MW&1, 2. To delineate the extant of fluoride to the north of existing MW bp-M. DGE43 In the vicinity, of the north end of REF 1. To delineate the extemmfmanlum W the soudmmt ofeaisting MW E-1; 2. To delineate the extern of fluoride to the northwest ofexis' MW EF-7B. DGE-04 NaMesst outside REF 1. TO deffoeate the ext Ot u mium to the souNetat of existing MW E-1; 2. To delineate the extem of fluoride m the northeast of existing MW EF411. ME-05 Northeast outside REF To delineate the extent of fluoride m the southeast of existing MW EF-]B. DG&Ob Northeast outride REF 1. To delineate the extent ofmardum to the com ofthearca between NPb and SFE; 2. To destemune the connation of fluoride plume between existing MWs EF-?B and EF-5R. DGE-07 East outside REF To delineate the extent of common to the east of the areabecween NFE anal SFE. DGE-08 South of Pond -I PSF area; L Todeli me tbeextentofumniumandfluo &noMofexisfiW WT -2; 2. To determine connection ummum and fluoride plumes between the Pond-1 PSF area and the plumes in the small. IRl&09 Esc of the southeast cornrr of REF To delineate the catureofurenhm and fluoride to the north of existing; WEB - IR. DOE-10 Immediate north of CD-7; To delineate the extent ofmanduce and Eunride m the north of exasehinMW ED-5. DG&ll West of REF aorh and To dememe the excess ofurmium to the west ofexi' M E-3. DGE-12 Weat of REF north aid To Flunata the extent ofmmium to the sou8west of causing MWs E-3 and D5. DOE-13 West of REF north end To delineate the exrem of uranium m the west of existing IOW&6. DG&14 West of REF north end To de the extent ofmmdumodm oat ofthe area between NFE and SFE Page 1 of 2 Table 3 Proposed Locations for Delineation Geopmbe Borings Sob and Groundwater Investigation Work Plan Former Rare Earths Facility West Chicago, Iftimns L ca iom Am Rationale DGE-IS Northwest of Pond-2 PSF Area To delineam the extent of man num f tbewestafexisfi MWTB-lR DGE-I6 soPond-2PSF Area To delineate the extent ofmome t and fluoride to the west of existing MW EB-11. DGE-17 West of REF southwed comer To delincam the extent of majigorMSe to the west of existing MW EB-8. Locations to Delineate CStratum Plumes DGC41 East of REF north red To delineae the extent ofTDS to the men ofexistin MW CF-14. D 2 Eetof REF To delineate the extent ofTDS, sulfate, and iron to the east of canning MW CB-4. DGC-03 End of REF north end To delineate the extent of MS, sulfate, and iron to the east of roasting MWC-'/. DGC-04 WedofREFinathend To delineate the extent of MS to the west of existing MW CF-14. DGC45 NoMwest of Pond-2 PS Area To delineae the extent of MS to the west of cuagiN MW CF-6. DGC-06 SoutbwestofPond-2PSF Area To delioede the extent ofiron and mev eae[o the well of e[isliv MW CB-5. DGC-07 Southwest outside REF To delineate the extent ofmdimn, TINS, and iron tothe west ofraining MWCD- 4. DGC-08 Northwest of Pond-2 PST Area To delineate the extent ofmdium, ITS, mW iron f the southwest of existing MW CDA. DGG119 Former south of REF To delineate the extent ofMS. iroo, and sWhte to the southwest of existing MW CD-0. Note: I. Groundwatersemples would be collected from the pmposW Geoprobe locations at similmdepths N the same water-bemingranes asthe armed wuntingwell locations thetwere, and to configure rue plume subject to delineation. The estimated total depth is approximately 30 R for the C Shffim Geoprobe locations, and W fi fndue C-Stratum locations. 2. The ioftemationto collect from ech ofthe locations includes geological formation and conmenelevations to demminegroundwmersample intervals as well as geological amngraphy near the sue and groundwetersamples to, plume delineation ofsite mmtiments. Pege2of2 Plumbing Product Review for Travel Centers of America Hudson, Wisconsin Weston Solutions, Inc. 300 Pl C=k, SWW 202 Muvdd=' M 60060 Conditionally APPROVED DEPT. OF SAFETY AND PROFESSIONAL SERVICES June 19, 2019 DIVISION OF INDUSTRY SERVICES 15597.001.002 TABLE OF CONTENTS 1. DESCRIPTION AND PRINCIPLE OF OPERATION 2. SPECIEICATIONS.......... __......................... ............ ................... _............ _..... ........ 11 2A SOIL REQUDLEMHW[13 L1 ITTAIIONS.......................................................... 2-I 22 SITE REQUDtEM1ffiNTS/LMDCAT[ONS................... ......... .......... ................... 2-1 2.3 OPERATING PARAMETERS ... -..,...... .-......... .................................... ........... 2-1 2.3.1 Hyd ulic_......................................................................._.................... Ll 2.3.2 IlMogicel a C] m L...................................................................... 2-2 24 PERFORMANCE EXPECTATIONS ...... .......... .................. .................... L2 2.4.1 Mw ceeancc Cycle ... .... -........ .............. ........ ........... ......... ....... ........... 2-3 2.4.2 Pedor emowWrin....... ..... .......... ............. ........................ ...... ... . 2-3 3. SYSTEM DESIGN........... ..................... ........ ....................... .......... I ............. _.... ........ il 3.1 BASKET STRAINER AND VERTICAL SCREW SCREEN_ .......................... 3-1 3.2 EQ TANK .... ............ ..............__-....................................................................... 3-t 3.3 ANOXIC TANK.......... ......... ........ .......... ............. ................... ............................. 3-1 3.4 AEROBIC TANK ........ .......... .............. ......................... .................. .................... 3-1 3.5 MIR SYSTEM.................................................................................................... 3.2 3.6 PERMEATE TANK AND REUSE..................................................................... 3-2 3.7 SLUDGEHANDLING....................................... ............................ .............. ..... 3-2 4. SYSTEM INSTALLATION PROTOCOLS............................................................. 4-1 4A PRE -CONSTRUCTION PREPARATION ....... .............. .......... ........... .... .......... 4-I 4.2 CONSTRUCIION...... ........ .-.................... ................. ............... ......................... 4-1 4.3 POST CONSTRUCTION....._.... ............................ ........ .......... ........ ................. 4.1 5. INSPECTION ................... ........ _...... _..................... ........ _........ ...... .......... _.......... 5-t 5.1 CMICAL ITEM INSPECTION CHECKLIST ................................................ 5-1 6. OPE]L TTON AND MAINTENANCE .................... ........... ..........._...... _............ ....... &I 6A CERTIFICATION REQUIREMENTS.—............ ............. .................................6-1 6.2 LEVEL OF MAINTENANCE........................................................................... 6.1 6.3 MAINTENANCE SCHEDULE ..... ............ ............. .............. ................ ............ , 6-1 6.4 O&MMANUAL....... ..... .............................. - ....... ..... ........... &1 1. DESIGN WORKEHEET...... _...... ....... ........................................... ..... _..... ..... _..... 7-1 S. CONCLUSION ..... ............. ............ ....... ...... _............ .......... _............... ......... .... ...... &1 BWCIW15ww265 any TM4 LIST OF APPENDICES Appmdu A -Plans App B-MBR lofomiation Appendu C-Oeotmhniwl Report Append D- OMadom eod Wmwmnce Mmusl Appm& F-Biow n Design Output Appmd F-P ampk Pmlats DEFINITIONS °C degrees Celshn T degrtcs Fahrenheit HODS 5Aay biochemical oxygen demand cfn cubic Get por mlmte DI discharge monitoring report DO dissolved oxygen DSPS Wisconsin Department of Safety and Pmfessicml Services EQ cquahmlion ad aliens Per day am gallons per minute HOPE high demity polyethylene Ibs pounds MER membrane fomenter mg/L milligrams per liter MLSS mired liquor suspended solids ram millimeter 0" oxidation reduction potmtial psi pounds per square inch RAS rmun activated sludge s.u. standard unit TKN total Kjeldahl nitrogen TSS tuml suspended solids WD variable frcquency, drive WAS waste activated sludge WESTON® Weston Solutions, Inc. WDNR Wisconsin Deparhnent ofNatmal Resources WPDES Wisconsin Pollumnt Discharge Elimination System hwmWo�[lnRPTDDCX Too." 2. SPECIFICATIONS All apecificagioan for this pmjeer are continued within the drawing sal in Appendix A. Additionally, a brochure for to h1BR system is included in Appendix B. 2.1 SOILREQUIREMENTS/LIMITATIONS A gwtechdicel study was complged in cherec[wize the soil round and M determine if the bearing capacity for the containerized treatment system and undergmmal tanks was edaluate. Ampy of the gemechnical Men is attached in Appendix C m this document. 2.2 SfrE REGUIREMENTSILIMITATIONS The gamin for this facility diagonal me use of an h®R as the eeament mchdolagy, add it must be operational by lam 2019. The existing contaminator u®anwt plant will wntinue operations urm the new MBR system is in place. At that time, a switchover will occur, and the historical plant will be decommissioned and demalished. 2.3 OPERATING PARAMETERS The following are the design parameters for the MBR system. 2.3.1 Hydraulic In order to comply wit NR 108.05(2) and provide capacity for projected 20-year growth, rise facility shall be designed to meet a flowram of 25,000 gad. However, the facility curtmtly averages 4,000-5,000 Slid, and a design Bowmen of 10,000 pit has been used for to current design. C wsidomtmw were made to allow space, and easy expansion to modularly increase tlowretesup m 25,000 galas growtoccum. Three itemswouldbemeded forivcreased Bowrams: hollow tube membrmes, anoxic damage, and aerobic tankage. Space has been allotted within the coodwe�ized system m allow for additional hollow tube membranes, and tankage for both anoxic and aerobic use can be placed to the south aide of the courewenzed system recvculation applying energy and turbulence to the membrane wall at all times. It is typicul far them to operate at 15,M mg/L and higher, without dxrmscs W do o lucat quality. 2.4.1 Maintenance Cycle Maintevavce information is includedin We Dynatic Operations sad Maintmevice (O&M) Marmal. At Ws time, the maanal is preliminary, and does not oomsin a sum-spes;d& schedule for maintenance. This schedule will be developed as all project details are fin lized, and data is gathered during atut-up. 2.4Y Performance monitoring The MBRwdl be monimrcd maccordance wiNthe O&M Manual, Site Permit, arW any SOPS that are developed during start-up. The equipment said process is designed such that continuous plant operator abundant is not required. This is not to say the equipment requims no attention at ill. Operator involvemeot is necessary to assure the biological process is properly controlled, incnumenmticn in caGbmted and maintained, rotary equipment is maintained, chemioal feed supplies are maintained, Uit equipment u operating within target pentow em, lJF m®henna are chaoically clemed, W union a few. The I1F membmne cleaning process requires the bulk of the opemmr involvement. t,xoMtvmrctuseer.00a automatic valve to a submersible mix pump with a veahui adman taming mule to adawmin 10 ii DO. A submersible roam hansfer pump donations wastewater m the MRR system. 3.5 MSRSVSTEM The MBR system is fed MLSS broad the aerobic mnk with the rerun transfer pump. An automatic strainer in the feed line removes any solids greater thin 250 adicroa. The dischmgesblawdown Goad me automatic stmwos is moved to the sludge tank. The MRR system uses tabular modWes is series where bd SS is pumped at high velocity through the mbutar membrane module. Thehigh velocity continuously seems the meadbrme smuts and precasts solids Good building up. This process produces high flux rely and simple operation. HAS is remmM to the ataxic tank. A three-way automatic valve installed in the RAS line permits WAS to Iva discharged to the sludge rmk on a pmgsmmed basis. Positions is routed m the permeate tank for discharge to the draw field or uNized as reuse water. The MRR system is supplied with an integrated clean w place (cm) system 3.6 PERMEATE TANK AND REUSE The pemeam discharges into a 200 gallon closed top HDPE permeate tank. A 15 gpm, 50 psi ductile hen hydro pneumatic pump and rook will be comected w the pemeam Imk to provide water for reuse. Persuade that is not reused will overflow form the pemeam anti for discharge to the druw field. 3.7 SLUDGE HANDLING Sludge is wasmdldiscbarged from the rechculeting loop of the M6R system to a 2,500 gallon in groundconcrete Sludge taNc or dirsdy to a tank puck. A three-way automatic valve will be walled m the RAS line to permit WAS to be dischmgai no the sludge tank on a programmed basis. A 2-mch mag meter installed in the concentrate pipe Goad the WR system will measure WAS when sludge is being wasted and will measure RAS when concenmm is discharged to the anoxic tank. Air is adds] to the sludge tank through an automatic valve to a submersible mix pump with a vmmri educwr mixing mzzle. S. INSPECTION 5.1 CRITICAL ITEM INSPECTION CHECKLIST A iiapechoa checklist for operators will be developed as pert of the 5mfvetioa of the O&M mavual and stet -up. This will i lWe cheoldug pump perfosm e, pressure gauges, inatwiinamoq and visual obsmations to emme that all equipment is operating elSciendy and effxevely, aid i lNuete discharge quality is mainlaineed. 7. DESIGN WORKSHEET Biowm design output for We b R uwt is sttaGMd to Appendix E. r�wmw�ssw��sse.xer.mcx APPENDIX A PLANS TA HUDSON �I WASTEWATER TREATMENT PLANT UPGRADE HUDSON, WISCONSIN n APRIL 2019 PREPARED FOR TA OPERATING LLC ,.•..,m By •�me �0aemmrs fl. ]W Plaza Grcle sue ua 50202 N. nnrsm• • mom. ISSUED FOR DID N 3131 �4�16 g NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION ,E-04 X sw vNOT FOR CONSTRUCTIONI NOT FOR _L 101 u Rtx fmr , C& MN, CND NEW SECMN a -a — — � �. "<- �s � � . ' a � ,/ NOT FOR CONSfRUCTION®;_ II NOT FOR CONSTRUCTIONI NOT FOR CONSTRUCTION -_ -- _w±___ ... f w a.. a....a., ..;6.....a..� ;I NOT FOR CONSTRUCTION FOR �__� e� - gip: �- .� ��® .® APPENDIX B MBR INFORMATION Commercial Waste Stream i xn, �mN as e,a,Jm, p 6 DiFtit did Indirect mu,.wY w and m mmmu .., . a9Jm4vm, +M1iyM1n mgnane wrmewm tgdhJ,w Industrial Waste Stream .. �. ih, XlP bn M3mwmr )rtbbmX °' w,f,mJe, b,NT MEMORIES emvn wa9m 9M1 ® i High ryMmWnaIJ y anuW 1 .®L..:. .q Ur.embram m hm xn [^�' bpd'�=en.in I memnd wd�mn.n, IIIti nr.,, w, wh Me" . FKIV,thh� M1pf v,Mrymm M NV✓,hg, ,pnque..4 u, t Ideal for Retrofits Continuous Crossflow . Is the Key usw msue raw p m, M mmbhm Won d did, 1"0 ,hg Wn a� pa ymmmpd rydnnnmm .+.e u wnnmwm�me n 4 tlurympMu¢mm i._ .'Y1 ir red, wmmmmnu mianvphi xhri� Dynatec Sys[ems HI -Rate MBR Treatment Systems I-- ma Just a Easy Wig m Treat Wmae water 4` When Yen need conrdnently high quality reform, ennsder Dynatec > 'i` .. SYrlems'M-Fatr AMR NWttawter Trcameert fYa4nu. You an -i.- rower Your aphal am operating can with a. single, compeer rysum sequlMg minimal Greater atuntlan. w+T j crcear Dependabilityon seJeaa -Mmilm treatment a many athe end Presents moodaad with conventional - • Membwx filter n M lmugh quality efvent -- • Ellminaas filamentous bacteria and sludge bulking concerns 6,,w dJamd.anor • Trusts highly nrWk organic mads with am Better Per so mane • Provide an ahwlme berth between lucent and the effluent • Degmda wulbmuus nmGully candela realcamnt • Estimates adds am, met from mcwrin& showing long surge "Idea times a • Promm asset free of baaerlal cmnamimmon and marble he Note when adtlalGral disinfection Is owned • Uses the membrane fihas as a biomm moatlon pman as well - a Idioteet to mrow phimphmua olimits with she suppkmmal - as a m0al Was Eowes Cora - Generates much ka sludge tlue to opemtbn+t blgMr MISS ern pwbrmnna .Exhales the lowest filler life nW has the lowest replacement cards • Requires a Im2t cent tankage —only 114 the sure of mnantimW treatment ranks. il • Requires hear system components and lea Simon than mmmnmul treatment systems. a . • FeaturConsumamWWmrysam desigrwd(ofsry lmaments and sasNP • Consumes affcbemWh[banmmers Watch Isvwfi hI_ •[Maass thetaswben a Immund membryMfied + •Ellminatea ditty rowama oJlmmnxd membrane maintenance. O� !' el+•L wOANaortl rllnpteq rvl facie 60a.387.2060 fee no vela cocoa.%nnuwmem,.mm Dynatec's containerized ME R system uses Oynatees HiRate" concept using tubular out -of -basin membranes. This concept provides many advantages: • The system has the ability to operate at much higher levels of mixed liquor suspended solids (M1551 than conventional systems and immersed Maps. • High levels of M65 allow for higher levels of treatment, improved discharge quality, lower Waste Actuated Sludge (WAS) volumes as well as increased flaws from the some size reactor vessels. • The HiRate• concept is simple, requiring minimal operator attention. An available option allows for remote monitoring and/or control for even less operator attention, The system can be provided with aerobic digestion alone, or with niMflcation/denitrifioton for total nitrogen removal. • The system is provided complete with system feed pumps and screening installed. • The membranes used provide up to 5-log levels of bacteria removal, reducing fecal discharge to non -detect levels. • The effluent from the system is suitable for many non potable uses, including irrigation and toilet flushing. The effluent is suitable forfurther treatment, such as reverse osmosis without the requirement of any pretreatment, since no suspended solids are present, and residual organics re present only at low concentrations. ®MBp1nk 7Q R1RQ Tes Glac misuxru',rts ;Exwarwe u i' . �,eonk:mda l iI I i n www,amanont.mm REPORT OF GEOTECHNICAL EXPLORATION Proposed W WTP Improvements TravelCenters of America 601 Erakke Drive Town of Hudson, Wisconsin Daft: October25, 2018 Prepved for; Weston Solutions, lnc. 300 Plaza Circle, Suite 202 Muodeaur, Illuraie 50060 AET Project No. 31-20134 11,410"of Cr wduficd Gplorrtiw PRTp W Gopravma,ua; Tn,,lCen¢n ofAmaiae 601 ankke give; Town OfHutlwu, Wisconsin �k10AN Oct, v25, 2018 AEI Psion No. 5LTESTMGMC20114 HNGM, NC Mr. M Coggin Weston Solutions, Inc. 300 Piaaa Circle, Stite 200 Mundelein, 11inoia6W60 Report Aut➢ored By Blake E. Snyder, EIT Gookehrdcal Engineer d�e8vtwls �n All Eneinmve Tmlin& Inc Sigmtare Page A Mcen Engineering Testing, Inc. 1937 County Highway 00 CtuFpma Palls, Wisconsin 54'!29 (715)S61-504SArnw.amengVcLcixn Review Conducted By: Ban B. Manson P a- Senior Gauteclmical Engineer "onlonlirnoz, 3NA OON6P°2 a 'c FA1ae5 �WEBTON, rinsrONALgl0001N ii0 Uwwxwimlrrxwrnpp..g^fenuexw.wuxnnn(vy,w,aim, M1,11hve ,hehimvf,-th,.pghpwve, Page Sri N( sdhalml impbntion tropical W WlP lmpo vemmUi TrnvtlCmters ofAmmn 601 BNke Wive; Town of Hudson, Wiswmein AMERICAN Octaier25,2018 ENGINEERING AhT hgMNa. 3I-MI34 TESTING. PIC. 1.0 INTRODUCTION Westing Solutions, Inc. is providing planning and design services for improvemmis to We wastewater trcalment facility at TrevelCenter of America (TA Slating) in Hudson, Wisconsin. To assist plamlog and design, W. Ed Coggin of Wesren Solutions au0waized Amaicau Engineering Testing, Inc. (AET) W conduct a subsurface explanation program 9 the site and Perm a geotechriicul engineering review for the Inoject This report creamer the results of Inc above wivvw; and provides our engineering recommendations based an runs data 20 SCOPE OF SERVICE AET's services were Instrument according to our proposal in Westin Solutions dated September 19, 2018. The autlmrized scope consists of. • Two staodardpeneaatim mstboringsta depW of25 feet each. VisuaVmmael classificadng avd limited labonatory testing of We recovered soil sample. • Geotecbvical engineering review based as the gaiced dam mdpropmalim of Was report. These services ereextended for geotxbnicel puryoses. The scope is not Intended 0 explore f er&a primaries, or extent of eavuanmentel concentration, The proposed will Include modular wastewater treamnmt system and a lift Mao r The mod W ar system will be j oat south of the ex fisting wastewater account facility sent will include three precast concrete links bearing about 12 feet deep, each covering an area of about 40 feet by 8 feet Equipment associated with the tanks will be supported on a float -depth binding just oumode Weemks, Thefiberglass EHstation,c 8 fact deep coMeastns witexisting structures wMbe will have a diameter of 4 feet and be 8 Imo deep. All corrections with the new structures will be of Flexible pipe, so ranee differential iridescent will be relatable. The above stated iufmmation represents one understanding of the proposed concretion and is m integral part of our engineering review. It is important we be contacted if there are changes been that described so we can evaluate ifscodifimtions at our recommendations arc appropriate, Page 1 of Report of rwhviW Ezpinerna Frowned lmpmvemmes; Tnvelecas ofAmQiu 601 BnFYe Deese; Town of Hudson, wimmem AMGNCAN tkbbv 25, 2016 ENGWEETING AFT ITojm No. 31-30134 TESTING, WC. 5.3 Goundwater We measured groundwater at depths of 116 errs 13.4 that in borings B-1 and B 2, respectively. Because the coarse alluvium is relatively fast d[awing,it is our opinion these depths and elevatiova approximately corresponded to the static water table on the day we tripled. However, groundwater levels will fluctuate due to varying secomi d and animal pwpt and snow, melt amouna and other factors. Piezoa muse; would be needed to obtain [magnetic groundwater level improprieties, which was beyond am scope of service. G0 RECOMMENDATIONS GI Approach Discussion Bash on the subsurface conditions found in our borings and on ram understanding of the project, it is am opinion the new structures can be supported on conventional footing foundations as planned. Dennis of our recommendations sure presented below, 6.2 Site Preparation 6.2.1 Rusnosrwn To prepare the structure mess for fcuvdaticn and slab support, we recommend removal of all organic soils, existing fill (if my fa mcountered), and other preamble soils that are encountered. Excavation should expend through the mixed alluvium te expose underlying competent coarse Auction. An experienced mils melm Quin or gmrchnical euginhar should perform observations during cowvucdoo to determine actual requires] subcut depths, which could be more or leas than soficipated. Following excavation, the exposed subgade should be surface compacted to deputy the base soils priory placement of new fall or concrete. Where subcurtiug extends below the proposed foundation grade, the excavation trump and resultant engineered fill system must be oversized Initially beyond the planned outside edges of the foundatimntu propedysupportthe laadsexmed by Wa[ foundation. This engiue� fill lateral extauion should at leaat be equal to the vertical depth of fill needed a attain foundation trade at that lrc aton it's, 1:1 Intel oversize). Considering the proximity to the water parts, the earthwork contractor might find it favorable m place a layer of clean crashed stone at the bottom of the excavation for the modular puuast ands. The purpose of hot would be to provide a sable platform far working and placing the tacks. Page 3 of PepohWwl6aplorrtbe Poulson!VeWIPwmlm otAmmw 601BnkTrove ofHJera. Wosunsin XAEHUN On 2018 INGNIEENNG AHr Prqjof No.3120134 TESTING,INC, the bottoms of the new s meanies. We recommend the design team consider using pressure relief valves far the swsrm that groundwater levels rise above the bottoms of the structures and there is not sufficient dead live load to most the uplift pressures. For grander backfill compacted to at least 95%Ofits meximom modified Procter dry density, we recommend using a moist unit weight of 115 pcfabove the design water Bible mall a buoyant unit weight of50 pcf below the design water table; for concrete, these values would be about 145 and 83 fact, respcorvcly. 6.5 BelowGrade Well Baek➢flng, Drainage, and Lateral Earth Pressures Bwkfin against the consider sides ofthe below -grade lift station and modular funeral tanks should be nonorgande Summer soil; the coarse alluvium at the site would be suitable for this puspose. This lawUll should be compacted to at least 95%of its minimum modified Prwtor dry density. We anticipate a lift thickness on me order of 8 inches may be appropriate, although this should be ncviewesl in the field at the time of concoction. Heavy towed or selLpropened compaction equipment should not be used for this backfill compaction, in order to avoid imparting petmment lateral attention; on the was. Rather, monnauy-opeumd vibratory or impact compaction equipment should be used. We anticipate than these wells would not be sufficiently rigid W yield or translate a sufficient amount m develop the active eartb condition Thus, we recommend designing these walls for the at -cot earth Condition. Above the design water table, we recommend using an equivalent fluid density of63 pcffor the wall design Below the design water table, gtis value should be increased to 94 facf; Wis includes the lateral hydrostatic pressure. As discussion in Section 6.4. w mosimmindi noon a des'm water death of 5 fed Loads next to the wells would impart lateral stresses in addition to the earth pressure. This surcharge load should be calculated as 0.5 times the rdjacent vertical load(s). 6.6 Seismic Design Considerations According is the Iv[emational Building Code, the Site Class is dimensioned by the avenge soil Proposal in the tap 100 feet of sell. Based on am borings and geologic condifions at We site, it is our opinion Mepod ect site should be classified as Site Class D pet Table 1613.52 of the MC. Page 5 of 7 Reposenrc lem eWandm Proposed WW1,,^t:of Ammrs 601Bm4c Onq T,wofNotion, Wisw,mm AI Gcmbsss, GMER1 ENGMG.WC N, AET Rajxt No. 3130O0 TESTMG, MC. 8.0G TATIONS Within the limianom of scope, nudged, and scha]We, we have endeavored to provide our services ccording in generally accepted gentmhnical mginearing praodeoa at this dime and looatiom Older than this, no wavaaty, express or implied, is intended. Important information regarding risk menagemem and praper use of this report is given in Appended B entitled "Oeotechoicil Report Limitations and (rridelmes for Use." Page 7 of] Appendix A Gea[echnical Meld Explorafion and Testing AET Preheat No. 31-201M A.l FIEW e%FLORAnOn The substurfore cmdiAmis A to site were mAmed by drilling txwet,mAd pmenauw test bwwgs. The hays locatime are area an Figherc 1. A SAhdLLNGMEMODS A.2.1 SpINSpme sm,ph, his) Standard pammom (split -span) smoplee were collated as passed aaoNantt wiW AS3M: D1586, no ASW tat madal weaon ofNiving a 2nmh O.D. glit-hertel sampler into W brand soil wish a IQ.tanc hemmer dropped fiam a htlgM o(30 inha. After a Nobs! as, of 6inche. the number of hammer blow, in dove the sampler to next 12 "doe; is Ynawn so the stated permitted Pastures mN-vilde. In she pap nadmd pendm0on N-Ague rate wort Performed! using Pipe and cn said for to lift ad dap syAva. The mangy pm4ened to the Attspon sampler wu typically lint m many 60M of iu Poland malty due to to Ratan Atreus Pat in tom ryskm. That m deed malty provided what is known ae a Nm blow man. Mat drill rigs Army bcotpme¢ an automatic hammy lift ad draw syssain whit hear higherpagy lcimq ad sesseelffillY m red to malts A taws, Nailda Nan the traditional No vtluev. We tram a pile Drying Andrew ( ) ad a mw+we WaazAalmvgy BmeMad byyheamonwie haaarysum. Thedoll ri8(ALTrenumba6])weuud Poe Nispmjep ha a m®vuN mvgy read,(, rYid o(90%. TheN-value repMed a the arhg loge adlhv torte�nG�,grtlNve dmaida ad cresiswcies x Imm the Leld blow mwts and have sat beer edj used to N a ,stun. A22 Dhnm4ed Semi (OgySpin-up Swpin (SU) Sample some combined a"DS"or"gU" an Oe baring lags are AamA lsamples, which a, Pass boom the Flights ofNe auger. Because Oe sup, din W me the so mplR Possible soil housing and sand depths should be mwdeM approximate. A2.3 Sampling WmReriam Dome azNYly AnAl in a ample, mmacn beo,m Boil leyme we mare d bash an the Awing ofeamplm ad hie arm of dNlinte took. Gabble, bod at mW o0w Imp oblecn gAdi cannot he raovcW hart teat brings, end Noy dory be peat an rbe pound ever tf gory we at word on Oe acing logo. Dammmmg the thicgneu o('Yopail"layers ie,,wally limits], to m vaiedas N topsoil @Mtdon, ample nodal end And,, (enters. Visual -Asian tomorrow Also relies on dolor for dNemilaw, and tm,"o'cang chagea nn Wewnt for agarmard vanafiDn n thick,,,, inspired. Acc rdingly, the topsoil Weknw prumud on, the lop Arnold nor be Ne sale bay for caliwatin6 topsoil mipping depllgs and volume. If more ssemme infommdo, is named rehdng A thteksom ad topsail readily Pafwline, altamste mdbt of sample reo-ievel end porting shwld beemployed. Soil dmapewo almost on the Insist lop sae based a Is Umfiei Soil Clastlfimtim System (USCS) The USCS is mounted to ADIal DN87 ad DAIS. V/hae lehwemry mrsomficam tests (MAP m alyms a Atwbag Moniay bar, and performed, acb,ac cUndfications pee ASTM: DN97 we possible, Deposit ad transit shown M the anng logy emvisuel-gwnuN japnmte. Chw x wchM which provide Ntemmdo, an one USCS, the tsmptive terminology, ad hie errands used a So baNg lop. The Mrvrg lop include serenades of Norman gmlogy. The Sol depcehmmi origin of And ail layer is interpreted pr im,ly by elimination oft nail eamlq which An be hated. Demonstrator, of&a wnowdit Aq®ephy. vepnnen, aM d,mr,pmmt em mmamgw sad that incipient, Ammru A-NpJ,f2 AMENCM'ENGWEE¢LyG T¢g11NG.MG DRILLING AND SAMPLQIG SYMBOLS Symbol Definition B, R, N: Simoffusb-jammaing CA: Liew AsAvunt(mmi,b) CAS: Pipe using, mmhm number's neutral mariner to h hem CC: CrtwChief( outs) COT: Cleancuttube DC: Inwcomims number ohno rmuscle, to some, DM: Inuring mra m bmtwiR'lwry DR: Dither murals) DS: Eetmb'dmp], mass auger flights FA: Flight auger, hurrhs, m, i®ter moide diameew Ir wens HA: Heir auger, number indicates outside diameter HSA: Hallow &win M whom, 'numindtcustomerinvide civn ubhm Lo: F,md logger omm,16) MC: alum, emu to drantbn moisture mmiton of N(BPFu Sandi pendm6on blwx per fist (rmn NQ NQ wuclw.cw by PQ: PQ Weems me bar RD: Raury dtilhng with'. REC R split-amm (a, as pscmt of 6e mtxl cure man). Rho REV: Revea Ninmewia 55: Sm,d,d @Et-epmm xrumple, (sal; I" 'mid, diamom. 2" arbor, fimrctc); mmm, is olhems So; Spwrupsemple fiom hollow stem auh, TW: ThirvwalIII nbe; number indicate haide diannain uwh® WASH: Sample of muaial othemnPo by sremin5 rmming rowry Killing fluid w by which her collated imide the borehole es]'Telling" 6rwgh drilling Duid Will : Sampler advancer by static weight of drill and as] Jolummd bonuses, WR: Seder uvmW by mic wought of Kill red 91 94 ullinah wuaiw awe curd y Wow level directly measured N swung O: Emmki weer hem bssed euWy Is angle appemna EEU Symbol DeDWNou CONS: Ore dwmsione) cmva otm, lea DEN: Dry Eensi DST: Oirea them been E: or, arvrtmav Modulus, HIT IIYD: HYdro=tw ansibm, LL: Liquid Limit,% LP: PM99rcmm Lind Ptaeore tef QC: aortic Comment, % PERM: (T,Hf ,,t ofr,min ity(K)tmG F -Hoo; L- Iebotamy PL: Plastic Limit,% so Pock, lu uomatt aemgN," hwasommmi I. Static cone beatm6 Imbrue. of or. Drcmfmoi compmesivesbeogth, pf R: Electrical Ro imivity. Ohio am RQO: Ronk Quality Deeitwoon of Roth Cri n percent (Italian, Ima ,f cote Piam<"or muse us Sri as a cement oftn,l core"a) SA: Sieve uaIAie TR%: futurist compression Hot VSR: Vane them enmgtb. rareWed Does, pf VSD: vow, h®, enough. uo&mrted Dro), par WC: Water comer, u combat N tby weight %-20(y Thant If ennead 0na lbw no eterc TnoSmalml Pemem s of AhMt 6e'ample' with , IQ pound hammer au com og the numbs ofblowa eppliWw wcb of does 6- ihu mmena of formation. If me vamplm u damn Iles Wm 18. mostly I, highly ralswt rest ual), RetrustM ASTM: DI5;16,tbeblmn fmmchmmPlneb"m1mmmom dim number incrc etisthoeeom emem.Fa 1 bilowm emsa. the rumba of blows is shown to Ise seen 0.1' below 6e club. TklmgmofsemplertcweIII, u shown on lose"REC' wt m, maybe sombou mm, 6c &,U,w inGeatW in tM N alums. Tho disparity is bamue 6e N.nlue is records] below 6e wto16- s (unions Taoist Immense defied m ASTM: D1586 is ,accountants) whole the length ofsample Amounted is fun tk vn(w mqb Jriw IwM1eh omY era vu(d mm<thm tB'). o1REP02(12N0) AMERICAN ENGINEERLNG TESTING. RISC AMERICAN ENGINEERING SUBSURFACE BORING LOG TESTING, INC. ,mm 31-2DIN IA60E EOPOq NO. &2 (u.1"I) PR019:1. PMmtl 10 14e �111 SVRFME¢EVAIION 99.1 PFC PmDeNPoPAI(KKY T6R EmIPIDALr cpP GmINT H MC P:pP M W W Sea LPAN CLOY, wYh mgenia mtllmia, .: NPEOd Nb,n i ""• ALLAIVNY allNIFw. duknaQw,n^mvvr �,, AWNNM M & 16 d Po6 Nieb Wium _,,,, cinY aBRNp, iNe gm galXbrownb p3AX5E FF �'wcyl'mo( wSCJ %,. pI23JVMM 8 M ES 18 Me SAMI.fin<bmNi geval,eliNe b.t me4 broxm, m^I+S lame :�. p SANO.fik6uinM. tr^w^. oaiM lm'e (� 9 M 58 14 9 W6 6AtID.firsbmetlium gemal,hwm, m ,very lcmg Nlmsn afuX (SP) ;� < M 55 16 13 97 1 SAND.fineb mNium gainof, brox^, 13 elan^&vsYloMelo 5 88 16 14 Wfe(SP) 15 16 2 W EE is G Is "':.PWE 5¢'I.bmm. walaEaninB. vaYlawe 19 M p1yINNM 21 el 3 W 55 20 v 761 SAN ebmWium ge'nK hmm, NM grin&ams5 wiN lemieslions a ';�mmE ':::AWrvNN 25 S 32 W M 22 626 i27 I2832 W S N 06 with gssl, ebmedium 9316)A �m waWMa11n8. w}' 82 W EE le e�Gowr, P F)tlofdwiymtl.3jeee F �RXLM6 MEMOO I1g�l lgyPl. MAGMgg6�yN1i MtS' 3.25"H ,qµ@ DA'R M@ z CEVI DFP111 tiumtEYFI u.4EL 1115 A'rtnclRl ny U&29.5' mwmM IN&Il UIS I6,5 US IM j Nu: 13.7 fMAM { 10/$/le ISU 263 IGs 14.0 Nome 13.6 EYPIwNnnOry CF male laane Imealolmrox j DA GM LG: MH 6] a11o'1m X32M1 01-0WL-050 R,opmlofCwtAWaJBxploraliov ProposNW ?lmpmve X TrrvdCmlcs ofAmvim 601 Braklc Onw, Tuem of Humwro Wismvin A oIJCAN OUWv 25, W19 ENGNEERING AET Roiwy No. 31-20134 TESTNG, INC. _ Appendix B AET Project No. 31-20134 Gectechnical Report Limitations and Guidelines for Use Appendix GeotddhniWl Report LimtlaGans and Guidelines for One AET Project No. 31-20134 &35 Most Codo wbvlN Flutings, Are PwfoJmal OplNom Site awlorw0nida,,AW sold ce wndiaws Daly atBase pouts whei wbsrrra« ten use coaMclei w Arache we takes. Gmtsbrdcel m8iams miewfod add laborawry da, aid Nm apply door prolffisiarWjudgramt to ardor an opinion about MMurrare Matthew medallion Be sire. ArnW subeWace cwdr ons mry diRa, um umme sartificantly, does dose nod ka w year repoM1 Reaming We gmWmiol meinw who disclose year repo to provide wnebuGidn ddococon is Me mood eftccive method ofmmagtvl the asks mwcute] with oriental conditions. RM A Poesel PewmmrndaHore Are Not Flual N not mor rely on 0c cmmtucti a addimmendrioas wludal m your uwwrt fares, me nw fiwl, because gmnxMiW connotes dewlap thm, principally Sam judgment ma Mona,. Gmt«hnual mpyxvrs am Bdalae their mmendetimeonlyby Wwvmg wared mbsuA mwMitiom«veelMtlwingwvNuniw.TheBwtchniaJ mgNurwhu develepoi Your "Part corm mw a respxsibilih or liability for 6, report's r«ommmdatiom if met engines does cot perform core udenim Memichoo B.27 A GmWbniaal E meermg Report to Shoulder to MLNterpreYddd pba deep teem mmnbe i misinmprmtion of gmtacbniml rngimm�ny MOON, him resulted M wady problems. Lower that ask by bavNB o,gwlttMiW mgmm cpnfo- card appropriate manben Brad detilo nnm doer subminmg use rWcot Alm At Yowemt«umaW mgices to M"o, pminmt elemrnd of Be det bead 'a plea and sp cificauods. Carded« cm aW miuntmpw a gmtacheicd mgirvaing 2pra.RoduceBar risk by laving yourgMmLmul mginm pavdpAe in pMnd and pr«onwwbw wvfeww, mtl by providing wllmuctian ebswdiom Rsa ooxm Pedraw tee Eom Audi b Lags GwtmMiWmg oouricaus prtpmc andboadgma an aSm i= dpm tneir iallshuld nrdad Idaemalaboretopmi TavrevmnonemdWaww thelogs i,lDealt in ale««hdiulitaiium ,spot rMmanev«ba Mt awn fmseeve;te artbllN,dy « ddr. d®gd mawn,gv u,lr phmngapinc « a«tm,tid rtprnannfdn is a¢ep.ble, bad ,ungdiv., lnn awmadng loge rem we..P«t em devote not. HIS Giver emABC n a CoWide Repay and CWdwom Same owam aid deign pmreulmods mirekeuy believe 60Y ran m e wnvaeon farm for wmrapned eubeuface wMinms by human what they provide for bid preparation. To help pamentwaty proble mgive mnhazmm the compiled gmRcMical mgweeing report, but 1"Boat it with a clearly written INe ofmamomal. m the Icner, advise wnlmcWrt meat We report Iran not prepuea for puryoem of bid devebpm at add Act the repair sahome moders,Nem to aNa with$e emmc lmeinw who prepared Ilia report (a nadet ke may be ryuhed) mNo, to cmiduct addriwel study to obtain the specific typo of ialborm i they umi or prefer. A prtlnd wnf«mce un des M essibte Be cane mttxma have wfificere aw to perfoan additioel eWY. rosy tbm might you be as a Pri idan W s tt mmaza« me been inlawdm veritable to yea, while comma„g Wem re at bade drum came of toe fiaousl wpmdhi40m gemming boom auoticipated wndiaanc B.1.10 Read Respoidbi W y Provi dome Clmdy Some diets, deign prowspoodals, and conwco-a donmrewgniee the d,rh mW m8mwin8 in far, Ice aadmim other mgum g dieoplhm=. This leek If waceWding has «anted austan is mpmtords, that how Me m tliaappomMmv. claims, aM dispute. To help reduce the risk of such outcome, geo[ecMiW wisimi co murly use ude a sommay of aplmeror MYisions mthen report. Somelima labeled "ho itadors" moy MNee Fussiest maim¢ scheme BmWMim1 o8wari rayssibilitim begin aw cod, to help orders bearaw door oar, responsibilities, and adrs. Rod tone counters; closely Ask 4uesbms. Your, fwAwdmMd ®gum should reporW fully end fraday. B.2.11 Cmmv medW formes Aar Net Covered The sgwpmm, tW qua, and pesmnelused u pnfarm a gmmviror MMI study di9aaigntficolly Gam thaw usada pgfeam a gmterdm'cal study. For that reamn. a 8mb]uoot m8imnin8 repots dres act eadeBy whow my 8mav'domoa W fiMir.q onclmiona mrsommmdmimu; e.8., abou10a16euroW ofmwsserin6 uMe,g,wnd norage, take m Moulted coueda. GnWiuW'ed mvb M, ark ep, twou M that co mmwua Projms waBw.lfyouelimm lMct rely yaw v BomvirmmmW iNloo AM SSe W yes gmteclmicd omWM! for risk moagemms euitlmm Oa no! rely o 0 mvu[omuul repots pepmM for sommnc tic. Appmd¢B—Pge1o(] PRELIMINARY Operation & Maintenance Manual For Travel Centers Hudson Project Ultrafiltration Membrane System Unit Type UF-BB-43-4 Cross -Flow System Feed Pump Design By Dynatec Systems, Inc June 18, 2019 QV ATZC BRRe6K-WCmre9w1 DU -Nn -W- USA - Vow -60938743N- Fox. 60.38I.3WI- wA-,,,wiAwy,&nwm Ultareflithal System Manual Pace 2 Introduction 1. Preliminary Information These documents War to the equipment Supplied by Dividend answers arc. (Dynl They include Implemnt MawNats conning Inseallatlpn, commissioning, operation, and maintenance of the plant. It a the reaponmmmy of We owner and operators 10 constantly .mare Ml these do-wTpm and insauctons are statyadhered to. The opemtw IS responsible b snare that me operating staff Is thoroughly rareliar with the plain during me adadrdy, and the first co momencnmg so that faults and marcuncbons can the rxognlaW and olnenated immediately. These operating actua ldna can by no means denalum all possible aWaem mm. Throm, troy are not eahau dine and it Is postal Met defeat will Immediately conoect Call for ¢dui® whenever necessary If Me owner or eperefu cannot resolve a problem, may should Inform Dynamo without delay. In case of Symeo krhishat cannot be Identified amain remealdd by the powder, itis mmmmrMNeto ask istandal Dynaeed cannot bra held assurance for any damages anektg from Me Improper operation of the equipment The Warsaw and opramors must ensure that the persons respaxalble M the common of the plant hem taken note M the mserunlona for thn pewndcn W amldnnb, and for the safety of WN the opramom and the plat 3. Copyright Copytlght of these operating InS du remains with Dimmed Systems, Inc, These operating Inahudlons ere anrytrme owner¢, operators and anyamen amigned tooperaonatMpant. These annual Instructions Include Instruade; and roya ons which are not W the duglcaled, publlahad or othemia made known, neither completely nor In prou My breach may robot in legal proceedings D. Safety Muse also read me safety measures applying to Individual system components Mat Who pad of this manual a) In Case of lateral Switch off the unit or unite Immediately via the emergency stop switch or by Me main swikc WhervAa damage to the system components may occur. Drain Me ford fluid Min the systems as soon as Wall otherwlm lnwvaca plugging aft" units may sake pixel Investigate the reason for the emergency and correct the out-a-speGmamn reform before resonant the System bI OperNlna lr aom In addition W Ma Manual provided by Diamond pmwm 1. it IS vital that any travel that Popoo to oPereo the plant read one manual. The manual contains important direncans her the i cpamaon Mine plant To avoid a alde m, toe himy measures I this manual must be observed at all times by consul personnel. mxarecsysTEaSwc.•smI'amatlMw .a�ega.Iu.use.vace•email.foso•rr•nosvzfaat..m.ad.ewrawldmmr, Under no circumstances can membranes or other plant components be subjected to heaaing emissions. otherwise, Drparable damage can occur. Once waned, membranes meat remain wet or irreversible damage will occur. S. Plant Maintenance Beforeanymalnlenancekwrtlemaul, ensure appromale lock sutdn out procedures are observed. a) Regular Montanan requirements [reforms recommends that a maintenance schedule be coated, detaiimg the mamenance requirements scone punt components. Ressularnmentereance requirements are detailed in Me different someone of this manual. Maintenance requirements for Individual plant components is detailed In the manufacturers' bonuses Met is armMed to thus manual. b) Electrical maintenance abroad repels Fuses must never be by -pealed. Higher -road fuse Nan the oriental mum never W Insetted wilocut women aumodly them Dmatec. If current member devices hip, they must nW be aniusted W a higher acting without odder amporlty horn Dmalec. Damaged cables associates must be replaced or repaired Immediately. of Mechanical Maintenance indeed cables Only competent staff maycomf out metlamral maintenance on the plant. Always secure Met any pressure Is relieved poor to working on Me equipment of Replacement Pall Only replacement firms from Oe ooglnal manufacturer are acceptable. If otltR parts are subellWad Nr Me apinak, the Water Is voided If pads han the magical manufamuor are unarm able, coulam Dynamic for suitable replacement part. It recommended met all replacement part are obtained from Disease. ei Plant hedMSNess Only qualified personnel may carry out plant mMMcrtlms. No alterations, emissions or Incitement are to be mnied out an any Poston of the equipment without Me women eumohaedwor Oyndec. !1 Plant Cleaning and Disposal Only commonly only system ceanln0 chemicls supplied and recommended by Overlap are acceptable use of nth -recommended chemicals wul cold Oe mambanewamnly After u clearchemicals used in Me ainteof Me plane most be disposed of curly N,g mnance Refer to the Individual membrane system manuals her mkrmatlm on recommended cleaning chemicals First Aid It Is not when the scope of this manual to provide crong or information on First No requirement. All personnel in commit wlth the plant or seh any of the chemical agent used In Ne plat should bravados themselves with r poNiet Sally and Flat Aid techniques required for used set of tlmummanws. Mall SYSIeAFS, IK-W Cmaatlml to -DaH -W. MO. how- 04VUEN. me- aV.kI.9Wl. sM.rta.Emrl tunscn Ultrafiltrarica System Manual Page 6 NI waoan4ea shall be null and Vold It lady of the fallowing conditions are nM mil: a. oamNs Carmel by Improper use are eadvord hem this warranty. oema)epusedby Impaper use Is damage caused by but not limited to operation andmr sidesaddle of embrane module to mndtllona heads the guidelines and conditions ouame! In Me specific membrane modulo Pi Data sheet a abuser Improper Instnllaeo, operation, insmananw, repair. aHeration and accidents lm, damages caused by im anger operation of Me overall water treatment process in which the membrane modules are used or pals thereof are excused from this warranty. This assembly Is aMany limited to membrane failure due to manufacturers faun in manufacturing; ell argon causes am excluded. b. e purchaser and/ or owner of the manbranr modules will immesionlly nearby Dynamic Twriting of any pothntal issues or cting alms relato moe membrane mes. he Used wagon bacb Sh stream to to na ludfs) Shan contain neither organic, no inorganic matter nor solutions harmful b Me membrane decades or have negative effect an perimnin a on Me membrane modules as listed on, but not Infled to, the Mai membrane module Product Data sheet Also tube damage due to foreign debris collected in the membrane elements Is exclude! I this warranty. M Membrane macules shall be handled all stored aWwding to the deductions on the smi membrane module Product Data sheet. a. During normal operated air or gas shall not be mbolunemduelal d Na membrane mo. r The membrane modems snail be operationally processed! against hydraulic and pneumatic sh«k loading such as. but not limited to water hammer, sc. g. Dynamic understands Met the membrane maaulas will be used as a pad of a larger water tma ent process. Dvnaec must lie given the apponunhy, by way of wrinan Invitation, who a reasonable none, to review engineering sesona , Inspactme plant belle InAsnng the membrane modules and attend testing and rem ning activities of all aspBGa or the water treatment prepare when may al membrane uaume. rose, damages caused by uncontrolled snorer ceecNe operation of Me erall wear treatment process In which the membrane elements am used or psis or weothenm osnnre9mon apeanof oldocuments deetcnm cmemne module will maintain en Me duration of !a awuable ro Dynamic upon request. all to the membrane moduea, or improper area uaetl in the Gravel of the membrane owner or ovmers auffaraea repreeenauve are void. y In the case where the Purchaser or Owner are separate pen es, Me Purchaser has sole and exclusive esponsiMlly for making Me Owner "am of his responsibilities under Ina contlitidn¢alMis wamny. Failure ciMe PurchaseranLar Me ownmto meet door request obllgalkew under this agreement will rends this warrany null and vow. 1.2. Membrane lletme guarantee The membrane Madrid w W will rotational upon sued of the Up membrane system. Dynal ode liability and the purchaser angor carer exclusive remedy under Me rtanty shall be b provide repacement membrane modules and Is limited to Me initial nbnMethodne module Methodvoted . May membrane found to br dMeatue unbar the terms M the maturity during Ills her (12) months of the warrant' prdcd Wall br leplwed at nor coal to the purchaser anchor owner, excluding snipping and handling cMrpm. ornnTEC SYSTEM INC.. We f hffib mN... peigm. Xl. uS9. corm .e0drlsRuMN. For . Israel -aeb. we ftm Ultral System Manual poneS Table of Contents 1.0 TRmindogy............................................ ...............1 3.0 S.aOr Notes; . u[es;. .0 Water Quoddy guldellness ...................... ............ 1 4.0 GoonsernalPrecautons; ............................................ .............._........._......._....._..... ................................_._......_............_.........__.._....... 5.0 Manuel Elments..... ............... ___ ............................................. ............T1 . 5+ Snym Ten shutdownUp 0 Hours_. ..............._................. ......._....... ......_. 5.2 EateShtdown:UpW 3Eann........................ 1; 5.3 Long Tom Shutdown:Mom ..Dome ............... ......,6. .. nit ......_..............................................._............._.._...._._............................_............................ uwwNew...... ......... 1 61 Standard Nomeoaewre .... 11 61.System Valves 8]2 Sylem Instrumentation ........... ........ ............. _..if 5.13 SMem Pum08 if ...........1c 5.1.a SyaRmT ere _._.._ _.. _. ....... .........1E 8.1.5 Sye ortSo Tanks.......... _.. ...... ..... ..........17 82 MaaPlo Steles _. _. __.. ........ ......... .. .........17 82.2 Pl�ss S ___.. __......1] tat 9.2.3 Cleaning slate .._.__ ..... ..._...._ie Lo Comrve ._._ ......._ ... ...._ 111 ...............19 Overview 72 Machine Statuses .......................................................... t8 7.2.Process.. ............ ............. _. ............ ...._..19 ].R.2 nlr9 e_....... ........ ...._... 20 73 Equipmpment ..... Rasbn __.._._..... .............2 ]A EquipmentOperation....... ........._....._......._......___..... .....................31 ].4.2 Up Food ]BOt .21 7.4.2 uFCLaningTi .21 ]. Flood! 7802, . ..zt .n c44 Unubual Pump p-+oat_. ___ ................. ...............22 946 Perele Valve A.K1....................................................._R2 m 74.8 StaFr5TRband Strainer BlosewlownVelw PV4005...._.................................. 7.5 Common Features; ..........................................................23 .Wllssn .................................._..........._............_.............._...........................54 posse90 asoReginsmenb...............................................................................25 . Field assembly Prmceaurec.............. ...... ....... ._....... .................... .......... .. ....................... 25 11.0 cono-ola..... ......... ................... ....... ..... ....... ..... ..............__........._............. ..... .................... 27 ......._27 130 opealer mlertew(HMI)...... ... ..... ..........._._...... ............................_S] 13.0 Conamns........................................................_..............._.................._...........................,28 xoslNup Stamup noca............................................................,. _.. _...za naS s0 gewsawo asyalemopa2nm........................ 30 15Sbainaa . Plu90ede............................__ ............................................................. _0 ..........3 152 PanamaPanamaRamming ............ ....... ..... ....... ................. ................... ......... ....... ..................... ........ 3 15.3 PamlBeb Fbw OkWafbn. 31 Evil 3Y61FL9,Rod, '3ry cnexYMR'9NnAb,'NJ-USA •Vdm•803.1!]AWFtl fCBY]Nbl aM r+vemMaNanc Ultradfiltralon Systumn Mantual Pool 10 Table of Figures FIBure t: r OF Unit Feed Pump design, manual valvse. 14 Figure 2: OF sptam VaNas Nomenclature 15 Figure 3: System Instrumentation Nomenclature 16 Figure 4: System Pump Nomenclature 16 Figure S: System Tal Nomenclature 17 Figure e: Unit SpecMoa6ons. 24 Figure T: OF Unns meal Seipoinb. b Figure B: Nr Relief Valve assembly call 25 Figure 9: Permeate Rai Valve asmanbly details 26 Figum 10. Permeate Stand Fire requirements details 26 Figure it: Valve Fostoria. Air Vent 28 Figure 12: Xbdule stapling 36 Figure 13: Valve Pinions for Feed By Pass 32 Figure 14: Valve Positions, Pmcps Opera on 33 Figure 15: Value Positions, Ouglecemenl Operation 35 Figure 16: Valve Positions. Caraning Wrtanm 36 OOUXIS Si MI.3Wcmnetllalle-Eadsp-rU-USa-Vole-aeA] B0.Bv-6%i8F]y1M•ewe.AraM1frYaumn Ultrafiltration System Manual Pace 12 3 We Mghly recommend to use of warm (-100-F) water far cleaning as Nb will greatly lmrrve the elNctiverval or Me cleaning Chem one. 4, Iran, aluminum, eM manganese In cleaning water will reduce 0e performance of the cleaning souton. Generally, iron concentralions should be lass Man 0 3 nigh, aluminum leas then 1 hall and manganese less than 0.05 mg/L. S. Sulloan compounds naWrtlly occur In water. They may produce an Creverilibe adverse eaet on the membrane. Items Check your water awards for silicon compounds 4.0 GENERAL PRECAUTIONS CAUTION.- Andfrea[e and dafoam" may Manua n silicone and should therefore Manual fop W/M Into the system. Any a///conerontalnlrg streams mrmt As e%mlmhdhom the feedb Mesyafem, "they Wllpennarrently/pWfhe membranes. 1, Refer M section for maximun temperature to which then eel membrane elements should be subjected. Do not denied MIa temperature or moversible damage will opmr. A temperature transmitter be used to paned the system from high temperatures. ADJUSTMENT OF THIS SET 11NG WILL VOID THE SYSTEM WARRANTY 2, Reter to Syefam Specificatiorra farthe pH range over which Ma amendments may be subjeMd dul anal 0pmtions, and during cbaning. 3. UP elements (membranes) must be protected them freenrm. Fellure to do so will Cause damage to Me membrane elements and MII muse damage to other system components. 4, Membrane elements should clever be allowed C Cry us At all times the membrane elements must mein Wet. 5. Do not promise any solvents or cheharmful to the membranes. Consult occurs prtoior Immdomng any Coastal solvent 0. Abnormal concentrations; ufstrong Compact (offers hydrogen porout ate) must net be premm in proceorwater an a continuous Costs. stampedeww Consult fadory far stome nnbations. ]. Coarr abrasive penmlas should be prevented from entering Me system, since since May may damage m of components. Whore required. an appmpdat&y anted Breen or deal M Me Wp pump suction line All be supplied. 5.0 MEMBRANE ELEMENTS 0 membrane modules am snipped separately for small pit" w system Stan -up, toy as shipped with small amounts of a gale a' . Modules can be Initially shared Ina sheHered sawn, prdeced Rom freezing and sealed as an aped until ready forum. Da not Lbw the membmnw of dry per of Media, or they Wit be lmrae nemsged. 5.1 Short Term Shutdown: Up to 2 Hours S. If Me system isto be shut down Ira 2 hours or lee, it b recommended Mat the FLUSH procedure be refused for every shutdown It is NOT recommended he leave wastewater M Ma membranes for uore than 15-20 minutes, since a may shorten the Paramount life of Me and/or itmany wand Ma s required to dean Me systemIf after hamrg experience with to system and having proved that nushYg HII Provide aofllclentremoval of Contaminants the system may be thoroughly flushed with clean water Chan me Pushing ratter is clean. 5.2 Intermediate ShWmn: Up to 3 Days 1. If Me system b to N shut down Icr3 dove or Ww, Me wastewater must be Ouahed wfh clean water ureil the membrane is dean. The system should then be cl lied as detailed In season 170 Do Mn III Me membranes ho dry oN or Mue, or thry Wit be brtvamlhty damaged. 5.3 Long Term Shutdown: More 3 Days For long term shutdown, 0e rollmorl steps are reWmnmwN d: MMMEC Sy WIN&-30 Consist P-aatmmn'at- CIA -Vide-an.atmn• Fm•BA94M81 • Ase-wredmalonlmimm Ultheil lon System Manual Pane 14 6.0 UNIT OVERVIEW Please refer to gomeral assembydrav in rs and P&ID provided separately mr the and. Figure 1: 6'OF Unit Feed Pump design, manual valves. The OF system wn9at Of. a) Clemrimplaca Doing Tank b) Chemial Food of Process Tank i) (Arombon Pump a) Mambmne Rank D Farm Pump Opkin I. Farm Pump 6ypesslamulauon Loop III Feed Stnmer Eachtem Ismnaidered as a s ipareteaasombly. Smoot the Hems maybe hypNers; small Pi and assembly drawings Mat Prime with The unit far regarded. The unit To trouble] to minimlm Cold installation. Australian Did material may be required. Refer to the General Anembly Drawings and Prccass and Ins W mardation Diagrams specific to Me unit for guilmce. Refer to Nodded} fwfiebdaesembly Inabuctlpns. Rehr b section =for to dmcripli m of promote Operation. Rehr to section 170 for Me description mcleaning operation 6.1 Standard Nomenclature A OF unit will be labeled as UFd OW. If does ere vim Man one uNt In a particular sphm, then toy will be labeled as OF-1100, UF-1'NID, al The first Two sgN of Me sevkrs nomenclaWm MII then change to 11. 12. etcb maton Me nomenclature ufMe OF unit. MINI SmFffN6.INC -M rmmvGVr Co. -atlapm-NH- USA - was -6ml- Fa-P48YRYWt -wb- was dmMmnrems wm Ultrafiltra ion Sva em Manual Page 16 Temperature TIT-1001 Permeate Flow Ml FIT 1001 Clearing Tank Level ranaminer LIT TOUT OF$Md, Feed Pump option Concentrate Few Trenamltler FIT-1002 Stralnar Sumner Inlet Pressure PIT-7801 SOelner OUOet Premium PIT-7802 Annealed Tank Imel Tnnsminer LT-TBot Dissolved Oxlgen Transmitter DOT-7801 Few Make FIT-]801 Anoxic Tank ORPTrensminer ORPT4401 Equalization Tank Olemual OxAme Transmitter DOT-0001 Flow MNer FIT4881 Level Termin r LT-7001 Reuss Tank Pressure Tanstal PIT.iWt Sludge Turk LAW Tnmmitler LT-"" Fpwe 3: Symman bunNrRafron Nomerrr rapxa 6.1.3 SYSTEM PUMPS Pump Name Tag OF Gmulation Pump P-1001 OF Feed Pump P-7802 EO Tank Mixing Pump P-7001 EO Trenskr Pump P-7002 Aeration Tank Mixing Pump P-5801 Anaxie Tank Pump P7401 Reuse Pump P-3001 Sludge Tank Mixing Pump P-8801 Pagano: System Pumps Nvnerc/een 6.1.4 SYSTEM BLOWERS pYNORL5Y5hMS,IXG�1®LmigWaLY.�3uAlmlm NJ 0M-WAM-fiWY]-0110 Fu &496Abl�eq�wn am Ultnallitrahchn StAtemManual Pang iB 82.2 CIEANING STATE The circulation pump Pushes clean water with a cleaning solution fiwn the CIP tank. Both pennowe and Poncenhata are MUnlaO W the CIP lank. UYtORCn6R.N5.IK.. 3M Laro'JMk. B1q;W-W.t51.Vdcv-609 7hXKQ- Fix -VB- MI.aM.wrvR.nMnemc 8. Stop aemWrp a. I. ood ump STOP Steps praallul4awn alerts mnEllbn Ilstetlm Qbelow occurs. I. Food Pump P-T8025bpa. it ChroulaSTR-7 01 Wmp PAV-7805 elope. III. Shutdown alarm ndi slop. D. 1, Low Pump Dicna L Low OF must Biscump Pressure alarm. i. Low OF Gmma l Pressure Pump suggn alarm. III. U OIX Lo-Lo MembranSlralnersnubown. I¢ Wsecon LULO Membrane Mls al FeeO Pressure (Upon unA sled Mere is non -user e0)usbDla 30-1000 iaelaym Membrane v. OF-1000 HI -Hi Membrane Feed Pressure A. UF9o00 Hi -Hi Tmsmemrrene Pressure sill OF-1000 HI -HI Temperature NII. T -08WO LFeFlow Or. 01LOt-A Lo level . a. F-1000 Not In Message. A. UF-1003FeaPump P-7802 Fault Alarm NI. STR-0001 Fault Alarm Ali. OF-1000 Circulation Pump P-1001 Fault Alarm 7.2.2 CLEANING 1. All Manual Valves am adjuste0 by the cpsator according to section l". 2. Allelec0lnl Equipment headed for CLEANING opmetlonla salto AUTO from the reapecWe scrcens In Me HMI one a. P-1001. 3. The shut sequenceis instetai by the operator pressing Me START button. <. If OF-1000 START button is pressed when one Or more of the equipment listed on 2 abow b net sat to AUTO, a UF-1000 NOT IN AUTO massage k displayed on to HMI and operation 0 OF-10M IS InhNXed. The message can only be cleared when all the equipment Ysted is sat W AUTO or Me OF- 1000 STOP button Is pressed. 5. If now Mthe c0rMl0ons listed on $Q below is present Me boosting sequenms are Initiated: a. Circulation pump P-1001 starts. The unit Is now In CLEARING mode. 8. Stop sequence Oparetw pushes STOP button or a Shutdown alarm condition Retest On ¢ below awns. I. Clrcation pump P-toot steps. b. SWhutdown alarm condrans 1. UF-10001 Lo Membrane Fain! Pressure(Upon unit Stan more is a nonuser adjuataNa 30 seconds delay to Mis alarm) im UF-1000 Hi -Hi MamWaw Feed Pressure III. OF-1000 1411I Tranamembrane Pressure 1¢ OF-1000 HFHl Temperature v. T-1001 Lai kvet A OF-1000 Not in Auto Message. vll. OF-0000 Circulation Pump P-1 W1 Fault Alarm 7.3 Equlpmerrt Restart. L Ater a power (allure or in "Obn, Me AN Rea BAon k ati tad (m a nan-user-adlustable time of 5 seconds wren: Main Control Relay is enardusel. b. Anon-useradustable Power Fell Auto Farmat Tlmerollwa snubs times wL DYMTEC Vies M5. INo' on CmmrtiM d-ftE-NJ.MA- Macy -0.9JSnow•Rx-00ikulu l-wlb dedmrNmcmm UMafBraton System Manual Noe 23 a. R7802mnemn6nwusly 3, AlarmsCcntlMons a. AMALFUNCTIONelalmvAlgooXll NecutputtalhepumpalanerBONand Nerelsnocloeed feedback Moms Amer for 5 seconds or more. b. AFAUCT eMImw9I0ooFiflee outpNto Mepumpskderls ON andtthe FAULT kadback Mom the trader Is ON for 5 seconds or more. 7.4.4 CIRCULATION PUMP P-1001. 1. Opera110n In AUTO a. In purchase mode. P4301 c me when the Process Stud -Up timer is done and Me UP ban Is mining. The process Stan -Up Timer will than only It the RUN FEEDBACK teem P-7B02 Is recelved, the OF unit is set to PROCESS and the OF Unit MxM1lne Slab b In P¢wss; Me MIAMI of the Proceu Stud -Up timer Is non -user jus W. b. On cleaning mode, Pd 001 will sued when the OF unit a act to CLEANING and the OF unit Is nirg. 2 Operation In HAND a. P-1001 runs cominucusly. 3. AMrme Conditions . A MALFUNCTION alarm will trigger is the output to Me pump starter is ON and there k no closed Nedback from the Studer within 30 seconds. b. A FAULT alarm will M00er 1t Oe output to the pump harder is ON and the FAULT feedback Man the sterner Is ON (a 5 seconds or more. 7.4.5 PERMEATE RECYCLE VALVE At 012. 1. AV-1012 is trmway without Limn Switches. On Me de -energized po¢Incn sense UE pamauar to the Pamube Tell and In the temporal position times the commerce back to TFWC through a mom eNveted line. 2. Opemncn In AUTO a. AV-1012 is in PROCESS pwNon when the level In T-ROn Is above a user -adjustable amp0lnt AND the level In Me perrtle be Junk Is belOW a mer-aajuebaNe suspect b. AV-10121s in RECYCLE consumerism the level in T-7801 6 below a user-adjusable submint OR the level in the pummte bank a above a uswa juatuble setpolnt. 3. Opemtion'm HAND a. AV4012mmordecom on. 7.4.6 STRAINER Si AND STRAINER BLOWCOWNVALVEAV-7805. 1. Operation in AUTO a. STR-7801 k a wedge wlre self-effacing thminec Pehodlcally, the Wainer goes Into a backwash ryde. AV-7805 opens while tlro drive opambs a scraping mechanism to Main the bardwashed robot uplura] by the wedge wire. B. Shrill and AV-1e06 my her on Process. C. STRdMl opemu when P-78M Run Feedback Is received and con operate in two dMerent mode¢ I. Normal mode Naperahon, when AV -MS IN OPEN. h. Gommwus mosecf ogmWn. d. AV-76081s set to be open for a user adjustable numbar of seconds and be closed fa a user - adjustable number of minutes. MINATAC sysRMS, INC -ou CmnaFL a. - Further - NJ - Not - was UNWOM-he-Wi2lY i-M. m'emAm4na jimaittration System Manual Paw ]4 8.0 UNIT SPECIFICATIONS Note: The values dedea are nominal. A al values are precede dependent and may need to he adjusted by gnatec Cold represenmtwe. mundane delta bt emm m UltreRNHmn A6pmun Reverse TMP 3PSI NumW M Membrane Module he toff Adel opmatlng eneacure a I W F(11 ST Me rMtlmom ope2tlng pressure ® 10I NO'Ct 117pelg Ad"doonno order (iferme) 360 0W ppMLr Abandon driel a conceno-a4on for coming WmWL draeting W mnge 3-10 Uttering PH who, short lmm only 1-t1 Clruulallon Pump swilafrvr 3W Bpn 010 It Cluodcn Pump Model No I IIP SuCYC 13-1S 125 Compraazd at repulremen6'. 10 Wm a ran and ennead Memereme She In Bass Modes No: UP. Mememee MWWe PartNa. SHP015 M¢MrNaS Wexluea(each modWe) W.011P Cbn Wabs RM 75'F(I4'C) per noNb 11.95 GPM Fyue]: Uns SpeciHcetmru. FeWnXdler fle470 Wdules Installed Users 4 F5 F6 arwMllun pum n real ehcna a PITiW1 W 1 Ts 1 37 al ow Fad Pressure Shuldl W W W High Fore Pardus ShudI Se TS Se Nesswe dlfleraeal across dranlvareamintl PIT1 Am PIT1003 0 W 73 ad LOw drarenrlel problemffirm High RRerentl&Pressure All 51 W 75 High Pmmak Mr,,I Neon PITIWR S PSI H hFevua TMP Wanln PIT 1 W]- PR 1003 3 ai Hill Reverse TMP shutdown 3 XMh Membrane Temperature Shoodumr TTlW1 125 % Low PenrbMe Flow Waning FIT-i W1 GPM Law NS Fkw Wahl I'll Irl GPM Law R4SFW.v ShutW aebans Tank Ash Level Narm LIT1W1 35 % (rang Tank High(are0ry Ltt0I SO CleedW Tarkl Op¢ei Levot 30 Cleaning Tank Lux Leval Nam 35 Fqure ROF Unas bond Salpowas ru' Process spaClflc. OYNNEC SYSFM$IW.� ]AOCm's6alU&tipa•Xg•IISAVtiA• W}M126W F¢ 6�81061 -ea1•ewdmalvwlem AV ad kilo Ail YE if FrAl V Min Fpwe fo: Pomaded Recycle Val asaemhry details Inebll min 3° piping for process and permeate recyda connections. 3. InsM1ll the 3' alend pipe in the permeaM lineal least 3above the Npheal elevation of 1he pmral Ilne(boo pxmeate Small and prn eae racyxb)to prevent damage k the memoane In ease of overpressure. RXIYA1f 5IYXPIPE 3' EIIIEMIP HIMT RAMEAT PIK E¢VATON VµW t2' AM PLFi WHIN. gi� 3 ^m Figure 11: Permeate Stand Elba requirements dWIK 3. Remove all bubble wrap allB9liC and enter packaging mabr181a form Na MINN. MNAIEL SYSTEMS IXG- ire Deal N..'Snell HIMl-n3A`VOED-M-Ml-En-300-9ssail-M•nn Jmhadissa uMbdItRddom Systern mantrad Page 28 14.0 START-UP PROCEDURE: Please roroao secton +30 (or Me HMI and the various operaWs screen and haw to navigate through them. Carry out Mef lloweng procedure prior to opOretlrg the OF unit and every time it is amines: 1, Read completely this procedure balm attempting to start-up me unB 3, All systems valves. muualtg drain and sample, are in the Pores pOSNon. 1 Go M me HMI SETPOINTS acreans lusted. Refer to section and ensure that all of the system optical are correct and match chose In the apaufoncns Share OPERATION OF THE SYSTEM USING INCORRECT SETPCNAI WILL INVALIDATE THE SYSTEM WARRANTY. 4, FIII the UP tank who clean water. That will be used W till Me system with fold poor to normal operations. 5 Ensurethat me Instrument ccmpecses air good a on, and reading minlmrm 100 tut 0, From Me HMl Scream. ensure that all the pumps are set to OFF. T, On Me UF-10W Operation produced, set the Operation Mae Selmfar W CLEANING. 8. Ensure all ANomatic Valves ere net to OFF. and all Hand Valves ere closed 9, Ensure the tllawnnect$Michas for Me Gaining and Circulation pumps are in ON, ID. Ensure Power panel tlixmmU switch Is on. 11, Ensure Power panel call swllUes am set to AUTO Abandon. 12. Ensure the E-atop on the control panel is pulded out and white POWER ON light is illuminal Set Me Valves as f011 Desaipf Vietnam, Povlial: Prxna Feed Valve V-1001 Closed Gaining Feed Valve V-1002 Open Conointrow Postal Return Valve V-1009 Closed Guatemala CWmIN Realm Val V-1005 Open ChcubtlOn Pump Diecham8 Valve V-1003 Open Permeate Cumming Dlveder Valve V-1011 Cammin9 Pp oaM Retycb Val AV-1012 WA By -Peas Valve (feed pump carbon) V-1008 Goaea COnmmmw Rehm to Ari Tank Valve AV-1000 Closed 10 VeNea WA Open IAirR VeNea WA Lloaed Fpors 12, Varre Prolim AAA Vent 13, Allow untruth time for the woman t0 growl flow through me whole coal Open momentarily Me terminal sample valves in Me OF memi mcaules to ensure Mey are filled men water. 14. PoNelly clam the urculallon pump alxherge valve (V-1009) fir emus that, when the Provision Dump Is tumea on, permeate will not he produced at a reR Met mud pmenOally Gmang membrane aemminatlon. 15. Stan the Clrmolion Pump, P-1001, In HAND mode from the HMI. TMa will fie Me ryntem war mom water and vent eir wMthe eWomuscaveMa In the permeate line nthechain-openedairrenal vrw¢c srsruts.Ixu.alunremrwpr.lmirom. w.osn.vdre.enavam. P®.cosrzaazasl �am� Uftorafitrapi System Manual Page SO 15.0 DISCUSSION OF SYSTEM OPERATION Your membrane system is a Tubular Cruss-Few Ullralitntion System'. The process is pressure driven and Me filtered water (permesle) is command by preewre across the membrane. The prin doll of Operation Is that the process fluid Is passed across the membrane module at high velocity, foming acme W me fluid to pass through the membrane as permeate, leaving the solids b chlN in the amula on flux. When Me fluty clmulatea In Me module creetm turbulence at the membrane surface, thereby preventing the centeminenk Mat cannot pass through the membrane from staying an Me surface, whits would creBW feflinp of me membrane, but Instead, these comercia K ere kept In the circulating fluid and rammed to Me protaus tank. The (Mended high fluty velocity generates an expected pressure drop across the membrane modules. This pressure drop eyyecmWn Is damned in Section 7_0 IMPORTANT: Lee not operate Me system at a ewer prossurs dltferemal tram feed pump disofarge to ment2W discharge than dral (See Specification Sheet). The pressure differential Growlers high turbulence at the membrane surface, preventing pmmaere foul'mg 15.1 Stapling and Pluggage. Stal occurs when Me fluid has not been "Carl screened and flbere or oNerforman meaning crn get trapped �eon two membrane tubes Inside Me module. M to MN circulation consumes, more them am happen. which will eventually aware a'met' on the feed face of the Mod le other 13Modub move q Stapling will mum an increase In the dlRaremlal pressure across the unit, either tall of higher rcuiatlm pump discharge pressure. smaller wnmnsate pressure, or boot. Once stapnna chums to occur Me wbea met are not being red mom ma feed side of the module sic Man to be fed mom the concentrate aide and, since the membrane is permeable, all the sell the normally re mined away by the fluid carnation are now being no Inside the suppled hums This process Oral create a Nick sludge Inside me tubes. or plu or age, and can only be removed mechanically. Should pluagage tabour, consult face for approved do-pluagage pmmdures. 15.2 Parmea[a Recycling This M1maion returns permeab to Me read aide Mine symbol The Permeate RacyW Valve (AK1013) operates automatically Omen one of two sltustone occur: 1. The lead bank level Manor M a pretleennured low (eve eeffmad, beywd welch ovar- wrweMretionban occur, sell to pemalure cleaning marginal or module pluggage. WMRC STMEYe,IXC.-rML AsuxlDt- auamlm- IU- KA -Vtlw- Watercolor' Fro- Scenry2m-ON- Livehhhation Syslem LAgnual Pace 32 DescriptionyeAre AIem�G Valves ft=A Pm[MS Ford Volvo V-t W1 Denied Corsn4&e Process Relum VBM V-10% ctme! By-pass Vame V-10W Oren Fend pump USCagn Valve V-7803 Dpen 54einerBWOonn VaM1v AV -]BM Pa10 StrainerinhAVoNG V1W3 0pen SEarwr Out valve V-]WC Opal AIr Re4HVelve WA Closed Leah Vohs WA Gme] FVWO 14, VaM Pc Mcda MFeaJ By had 2, Tum on Ne%nd pump P-7800 in HAND mMe. 3. OEserva he Pressure Drop across and the 0" through the Ad� Bbalnet to ensure it Gaya within approved parameters. OYNA1 VVE45, INil-W Cmmdoa N..-BINNen-W-UM-weld i-010 to-0 ne'na" M� Rnielorbircran 1. The Air Relief Valve is used to pore air from sue system during Srior any area the System has been auaweEwaram SUM as during CIP operatmel lue importanttlMelrbpuMeafi mesyatem each time after the system has been dolinet or "him hammer can damage system canponerN. Invalidating the system warranty. Refer to section Qbr the Sbrt-up Procedure 2. Pemeale Recycle Is used to Sitltar prevent are feast tank May Wing over-conmrre ed andi b prevent a permeate rewMng tank hem overOoMng. Referb entries � for retarence 17.0 CLEANING OPERATION (CLEAN -IN -PLACE( commowuy the recommend surfaces wuI tocome fouled or scaled and cleaning of the membrane must the tamed out to intention the efflclem opemllon of the system. This Is owned out using McNnIcal solutions that are placed in separate Glenn -Iir lam (CIP) tank and circulated though the memhrarve system wing ire deduction pump. Cleamrre (Movement appendices are attached to this mawel. Prior W Introducing cleaning cnemlcals W sue CIP tank or in Mtwean cleaning Naps, it Is necessary k faplao all the process water or water Sant Spent cleaning solutions from Me unil. This is achieved by filling out the cleaning tank and pumping dean water through the theme concerned line and out of the unft. To ensure an efreUNe displacement, the whole content of Me CIP tank has to be displaced e minknum ofPree times. After displacement, system valves are changed W allow the cleaning Solution to be circulated through Me membrane way. and Wtll concenlrate and permeate are resumed to the CIP lank. If the used pump Is Installed at a diamncs from the membrane skid, a senate cleaning (CIP) pump is used to feast the CIP fluid Into the cirommon loop and Me calculation pump Is used to connote IM CIP fluid around the syalem. There are two purposes that are cerced by the CIP fluids: filet, a chemical rwMMM takes place, SUM as In sue ®a of an acid "an m remove eoale. In soditim, high velocity circulation of Me cleaning fluids create turb encou and In sue done or spank king, emulsifies or o idlxea me organic foulame, re meeining them In Me circulating fluid and returning them k Me CIP Wk. Please over to section] kd the HMI and the various aperetafs xrem and how to novgale through them. PMrb Mn Me unit In CLEANING mass, pkese refer to. a np WrM Start-up Procure. Fellureto WIIow Mle may m Wt in epulpment damage and void the want Go tote HMI SETPOINTS soeenslla. Rater to sMion 70 and ensure that all ofmasystem sweeints are WneM and match room in the spa it Vons shoat. OPERATION OF THE SYSTEM USING INCORRECT SETPMNTS WALL INVALIDATE THE SYSTEM WARRANTY. After dlaplaaement, when to OF unit Is going W be on CIP mode, It is advised to demands emcees fluitl through the bywsa leap of the OF unit k prevent solids settlement In Me feast pipe which would lead W membmm guggam upon restating proost operator. Bypass Valve, V-1008 and Process Concentrate Valve V-1000 are open So the bast pump can emblem M operma during OF clewing. The crack valve was placed In Me wncen0ek now to prevent the raw k from backflowing Into the OF unit which may expose the semen of pipeline (mww n sue topic plpWcwcwtrete junction and the check valve) to becoming filled with feed solids. It Is expected that IN TEC SYSTEMS ,INC -Ask CmnwkN 01- Nelson -NJ-Up, We, -Wer -0d]O-Fin-OWM461-ad The tolbning valve positions are U be sal for rolmel Cleaning ope26wi AWwm&VMus Alomw Maps Vahe I PoVIh Anton vahv MWbn P1nxe Fewl Valve AV-1001 AUTO Slay Closet V-1001 CbaW Cleaning Fwtl Valve vim Open WA V.im Open CmmMeb Ploaes Xelun Valve AV-1009 AUTO 51ey CImM V-1000 CMm Canw-�0ne Cleniip FMaM Valve AV-lm AUTO WIIIMMulam V-IM P50 Nhw amulalM Pomp gssMge Vave V-1m Open WA V-1m Cpm PameffiClmnYp pvnaVeNa V-1011 Clewhg NIA V-1011 cemnIng Ponnnls Regde VeFn AV-10II AUTO NIA AV-1012 AUTO ByYas VeNe AV-100B AUTO We, Gore] V-1Wa Caml M llmh VeFreln V-1011 GUW OpendmmEM V-1011 CbW 01tln V&vae WA Clored WA WA Gore] Fgwe 17, Vshs Pcddom,, ChmmgOperefion NHIRCVMEMS, INC -MCPiWdmd-Wd,M*-NJ-M-Vdm-Wd4OAIW-Fv'BCP] 200'rtl• wnemeuv8n Alarm Instru- Machine Falluremodel Effect Probable cause menb $b116 (All slams MBBerMwl and added InvolvW muncmdns an ux ANDOM beawn as waa as MMI mmuga) UFA 000 10-10 PIT-101 Provers¢ Circulation Pump shuts doxn on Low level in process tank MEMBRANE FEED Low Pressure. Pro-filDa4on strainers clogged PRESSURE Adverse suction wndbons(or, Roam, se) Cleaning Low OF Circulatim pump discharge Law lend In deaning tank IVdsure alarm Adverse suNm wndiae(air, foam. el .7 OF-1000 HI -HI PR-1001 Process OF units is in operation tut MUN concentraR Valves ko restricted or MEMBRANE FEED Cleaning dook s on High Clrculkil pump do ed PRESSURE discharge possurve UF-1000 Eli PR-1000 Process The Fced prop STARTS and Me Blockage In me permeals piping. PERMEATE PRESSURE Cleaning Circulation pump STARTS but Closed or realncbd valve in Me Made damn on High Pamwl¢ persons piping. Pmssurewt0vnte"asecond Then should not be arty shi valves in am modest piping OF-1000 H1 PIT-1002 Pmress Ndfiedi Only NOTE. The] -way permecs dismal TRANSMEMBRANE Pill Cleaning valve V-1206 does net have a dosed PRESSURE Pssbien UP-1000 HLHI OF units is in common Cushuns TRANSMEMBRANE disease on High TransmemNane PRESSURE dessure OF-00W HI -HI TIT-1001 Emcees BE units is in session but shuts Manuel wave in Ne concentrate piping is TEMPERATURE persons an bN asp On high closed The pump deMlnads and smpeMure ovahwb The unit is in Me Permeate Beryde media The Process tank hwsr memories" %* Cleaning Cleaning time b too long. Motor arergy hours up Me tleanhg fluid 19.0 APPENDIX BPI customer Engineer General Contractor Mechanical CHECK LIST. Job Number Como. Date All Equipment is properly leveled and ancboredto the floor All Field Piping has been watertested and there am no bays All Pipe and<onduhsupports have been Installed as per applicable standards ne Equipment has been Installed as perthe approved layout All Field Piping has ken imtallad as Perthe approved drawings PATIO Penetrations have been made as perthe approved hydraulic profile The Pumps and motors have been aligned as per coupling manufacturer requirements All the couplings havegual installed DII has been added In pump bearing bores Electrkal All the electrical panel, junction boxes and cabinet doors have enough space in front according the applicable standards 40 VAU11MAC is supplied to the unit All power wiring insulation has been tasted as per applicable standards All power terminals have ken tightened to applicable torque Phase consul has been verified and it is correct All the mnirol wiring has been ringed and connected in the right terminals as per approved electrical drawings Ad the Interconnection wblng to other Panels or cabinets has been tested and all the wiring landed in the correct terminals as per the approved electrical drawings Pmrm Cleaning rnemials areawnabkatmesbe / / Pmau Chemicals are availableat theshe Safety Equipment is available at the site Per applicable regulation Callbmting Solutions are available attheshe Nohs Verinea by Name Signature Date Customer Engineer Contractor DYNATECSYSRNSWG•]W Cmm2LP-IWANton-W-USA •man Ml 43M-Far-Mib l-ad-we tlwMmrMnimm 21.0 APPENDIX D SPARES LIST OMITCRMMS. INC .. aB]cma8a N-MdllreM. Nl.u80. Vtlm.�339]AAW.fu.�1i949W1 v4' ultrififfirOtion system I Pam 23.0 APPENDIX FLOG SHEETS %H C SYSTEW INC.•3M CvmS .BuINW. W.USA.V -BW 387-0 -Fu•EOb13aMI om Date Chem "aV Comm�batlan Time u CinnamonOF Pam p P51 Cam. P51 OF unc P51 OF Membrane DK P51 OF temp F OF Perm. Row GPM nean Water Me GPM' Na[es PRELIMINARY UltratfiflOgition System Manuel 3. RemN the pxmeele Now rate in gallons per minute 6. Reed Me Poaflkient at the tempeatum rewMed 5. MuXiply the garmeMe flaw were gallons per minute by the Improper to gel the adjusted Now rate. 8. C Mpma Nis flow rate with the clean water flow rare in ltro Specihcali in Shoat at Me beginning of tills decimal W we if the system is clean. Z If mwme is lower Man the value shown Me system la not dean and further cleaning is required. mNATILVEMEMsNJ-USA.vam.60irWl for. WLP]9Ai.eeO APPENDIX E N DESIGN OUTPUT APPENDIX F EXAMPLE PROJECTS The Solution pynatecteamed up with Infatech Manufacturing, and Prodart to provide the solution. 0ynatec designed and built the treatment equipment, and lnfratech provided pre -fabricated bulltling and Installed the equipment. The treatment system was completely installed in the building before being placed on site. The building was moved to the site In six parts: two foundation secpere two E4' x 14' buildings seRiom with all the 0ynatec equipment and electrical system pre -installed, and two roof halves. The installation of the completed building on site took six and a half hours. Pro SO" operates the plant, under contract from oynate: for the first yearof operation. In the hours, K a sewer is available, the plant can be relocated. Plant Operation The plant was Installed on site and mart up was completed In August 3011. The operator spends about five hours per week tending to the plant The remote access gives the operator fire ability to check on and mWlfy the system from off she if needed, which helps to minlmlie the time spent on she. The plants effluent parzme ters are significantly below the States discharge limits and the process requires minimal Input from the operator. Parameter Effluentlmgh.) goo a Tg5 <1 Ammonia <1 Total G." Fecal Wliforms 0Mppi or. TA HUDSON WASTEWATER TREATMENT PLANT UPGRADE HUDSON, WISCONSIN APRIL 2019 - DRAWING INDEX 00<R THESE AND A ARVAATXSc C-01 ATE PLAN c-DJ TROUTS PIPING Pu sl¢ xcxrtr l c-cs mvwuc �\ -as Ess LOWD M �PANRMENT DUGRµ L&N DONATESC-08 VERTICAL SCREEN SCELDN PLANT AND SECION ._ GNmoE MISCELLANEOUS DOODLE AND sE ` 2) .¢cEuw.EEw DETAILS (SNT 3 OF Si GLTwnLTRAwN srs PC-02 SENSE TASK ADD DUMP SF5TEJA PAN) Pia 0T AcuTON mTEx PAD Po D< cNEurcu POSTING sTAMN Paso JIII Pro Es Eouw3ATDN TAN„ P&O Po as .w0xc TANK SAID PO LT AmOec TAN. SYSTEM Peo KD-08 WHAT TANK PAdD .._ — INSTRUMENT AND VALVE scNEDD. SfR: NgNRY TANK o TRUCPQwTURAL NOTEDVLEE - D cfNPUL STRUCTURAL NOTES T 01 / 5-02 CONCRETE WD P1µ µD OETNLS `` ConOiflwalty PREPARED FOR �5C N. 44; APPROVED $4J tlEDf.N \-0% DEPT. SPiEtt SERVICES PROFESSIONAL aoOTT SNDUSTR TA OPERATING LLC 9I DIVISION OF INDUSTRY SERVICES -s uEERM q , q w¢coxslx BY F E? 300 Plaza Circle SEE CORRESPONDENCE �1111111111 3' ]e. Suits201 600ein, Illinois 6060ISSUED FOR PERMIT ABBREVIATIONS THEME WATCH VIM I THEORETICAL ��PON REFORM 5 PREARIC, AT �C� A III WASENEW OF HUMAN ]ARMENIAN BRAND MOSCOW, I.W, WO APERAC "PIRMIMM, 3, THE �R CHAIN SUSAN OR NO � 11111111111*0 DETROIT$ PRIM V M AWARE DEMAND WE WILL BE TARN MEN �VATI� NUNN ARM Mm, UK, 11 MAN IBM [AND MOM NATURAL am, COMMERCE 5 ME CAMEROON A MOM DRIFT HAS TONOWANDA MEET MIAMI HE DIAMETER DORI% 1ACAVI FOR LAWS STAN MAI AN33 PIPES FOR EMBLEM RULED OMER NOT NATURAL MEN AWARE MIEW��ECHNIMMIM� REFDREANDATIMADIRY PART TOY PAN MKMI IF A DOMINANT EFFORT IF 1UOEI MERCK Ill. MR, EM, PONT COMMENT" SHALLUE INCLUDED IN FEEMAT ROM RUDE EMM, MY', MR, W, ORNAMS, I ME ONATTEUTUR SIDES RUPERT ALL ANW� IN ARMY CUM PAUL E5 OR LIS WENT KRONE MDR TED IN A THART UP fOV5TVffAUN ME CONTALATTER SAO I EPSON I "FINAL EASE �1.111��All' AM�AWHUTitm�DYM " ROD NNM� HUMID OF THEIR PARISHES E�ELAAHAW VINCE ENRON THERWIMIUME THESTARI 'SRI Ell Eum, 1,,,11 IMMM, WL, PLOT HUMAN 0 W�MUNWM�GUN�ESSH�' ON HE I'M ME 11HUMEREAVE MEAN) M THE WHARF EAURNITIN ���'ll"�EE PUSHED AUDI IF HE POLE MAN aw, MASSIVE ME *EDWARDS OF CONTINUES FEE DENY DEMOCRATIC UNI THE DRONEE5 M� Eff ME MAI MAI CORES THAVELL THAI AT Emm" mMm M,11, E, BRING ALLUND��MD EVER PHONE LGAMMAIIHICHAD11 WM'M�MA "VIM" MMOODIOM PUS WE ONERHED GAME c BENJAMIN ROM DAYTON ROD TIM WATCH MAIN THE METABOLISM SUALL "WIN 111 BUILT KIRCHMAL WATCH"' OMAN THAI Now, IN .0 I.H. .,TO IME. HE DEEPER I �� LINES AND AT JUSELOW ATTRACT 5HMN ON THE RACE ME ILI MARC CUM AN CONSORTIUM AT SHOP ME TABEEN ITT ASSET �E TO THEE I"' "I WASCATEA IT PROMEMEN MA RE ME MITSUBISHI �,,..,°..°P.m�.rt,.,,,�Wµ,,....,.oM a. ��.,® . .r �. lav SURROUNDED EFORT TAR THEE E�D IRVING ANOMALIES SHALL BE SECURED AM PRYTMPHD MIAMI WE TRENCH EXIMIDERS, KIM A40 OVENTSH '�A�nON AND WARNED nn,°ML,�,.ER.M,eUm.ALL °...�SH.,,..GROLIER' RED HOT DENIED AUSTRALIA III BY MR V I SPER ERROR ROD SEE HE ME WDE AT NO ALI FEET TO IMF &EARA -o,w..E HE WHIF PUMP ID MOREOVER I PJAM n��SION� FEED UVP ARMY COMMEATTES, 1.16�1 ENTIVING MEAN OR DERPROW1 OWED PROPERTIES WE MPM�ATE BRAND ON ME I "IFILEMISCON LINES AVA� MOM MIND PLAINS WE M� SEAT MORE UNDERGROUND LISTIM III ME SHOWN M WK MAI MFENDINT THEME 11 INCH "ITT NEW OEM MANDOWIN THAI MEN UIIWM TO UPWARD OVINEAMIN ME WILARCIPER WAIT �AU "PULE WAVE FOR FIELD INV AN INDENT LNEM FEET .1 MERCER MIN "I I HAMMUSTAL ALL PENCHOW PERIOD THROWN OR ME PERU ADMINISTRATION, MAN OF A ATWWDEFU=MMI�MEfi� w WH�IIW AMBLES MY MY WATER MEN AN TAR THE, THE FBIPNLNC� ARMED FRANYU, WHIS "ASIA ANN WATTE1111 "I OF I'll AN TOMORROW IDIOM WE ,YALEAR DEPLECTION NEITHER SO �M THE REQUIRED MAPS MI ME ��IR WALL PRIM AM MONTE ACCORDING ED VNI mrs WI RECOMMENDATIONS MEANS AWJLA '�'M HE IN' IMUCAU WE POPROWN6 AD INTERCO 11 MAINFRAME' PIREILAIR CER COWED CHRISTOPHER VAR MR PROPIIED M MANUFACTURES, K FIELD MEASUREMENTS OF WE fl�l�4 AND AMOUNT WALL OF ON AT WE PIPES AND STRUMMU SHALL BE MINDOWN, a COW I ACT AP A CUM AND SHIFT 0 SHOWN OR ME UNWINDS WE THE D�MEW OF BOWL �'T PHOTO M, ROSEVEAR 5 OVERNEVIN OFF OVERRUN THEIR LINES MAN PIT ME WgREARE 04 PROME PLACID URI TO LICLET RENEWED MS NOT RUN DRETUFFINEOR CONTRACTOR DART NORFOLK CANCREAME PIPE FIELD SER" AT CLAREARD REVEAL LINES ME � PJAM ME Aff CONESTRACTODI ACTUR WELATIM 11 HURT SAMOAN DRIVER TH15E OPIUM IM, ROLE M 'A' WHOM $ERIC OF CAMOUSAND WENT EXTREWE SELDOM All 11 ��IU WITH THEME A Nt CL�U N��N� "I RUSSIAN IT MAWWGE MR TV MOM FDA SMILE AREAS I OPENED DN ME [SWINGS AM ARREFORNE ME M� IRAN 'EVEN AND CHINA ANTLE WE THESE MONACO MAI 11 SQUARE FEET HAVE MARTIN � MEANWHILE CARL AT MAE[ WHODED THE CONTRACTOR STALL WATCH MERCURY PREGAUTIONS I' WKWARN MANALIEN "I" PUS I'm �MUI �M�y RELEACHATIANY W AM REASE, TAU BE "MARK V� "MAYBE FROM ME USELIN OMER AM MEDITERRANEAN IN MMI WIN THEIR PUMP WORPERMATTER UNCLEAR PROVISION PLO 'I AN THAUSTIMC, I, M OF CURB 11 MIKE MAI YEMENI FANNIE EATON WERVILARTIM HEAVEN WELL SHALL " PERFORMED IN MANUFACTURE WIN MY AM H TOWN A NETHERLANDS, ME LONIMMR HE m, OF PIPE SHALL WMDE IN ME M� A ... E ME COST 'I 'COMMENTS ASESUMPIDAN MEN MRAMUND OF RON SCUT CARTER 'CEO' THI RNW MIN WE 'IN WELL V,rMI I ME �R I'll MINALL. IWESIONAMMUENTARION CONTROLS AND THE PACTICTIN MAIIII PENN -I' MAN WT MPW71� . (PATENT ALL OEM, CAMARA OR MALAWI w, WASTEWATER 0 THE CONTRACTOR 15 NEXUARED M VICT ME PUMP AN' FRANCIS AT SAINT NOTTERE15 ANN AFTER SIMULATE MOUNFALL MINTENS TO MUST MIT V, THEREOF PROPERTY THE PRIM RESSECONSEU FOR ��� I MY CAMMON AND UNIDO METAL RNAMEAMEW MOM My NEI BREAK TO BE MAINTENANCE ME DEPTH MYOCARDIAL BE INCHES I FAIM TO FINAL �TANCE My ME TOPPED BULL MOVES VAR WATERWAY MISSING DEVELOPED FORMEMPORANY IMMUNE ACRES MIKE M MERRILL AkCUMVWM SENSORS HAVE FROM TW WATERWAY AND THE MIN RENEWED M ME III GRAME AID TOMORROW A' LARME CULARK NEW, MAY M BAYOU OFF HE MR" AN CUP IMPACT WHAT SEAT ECH DESPOSE 11 SHALL' MAI REAL PON ME SRI WINNERS THROW THE DONNY REPREMONATMAT CARTER HUM, PROCLAIMED MA PWROVARE, HISMONFIEWE "PRODUCTION PERMIT SLUED TO BECAME WE MUTANT I ALL OCCURRED MIAMI SHELF ME WE WE THIS FAR ITHE 01 70E PREDICT RED AS MANTEN ME ME ANNE 5 RI 13 WHIRLPOOL 5 SYMMETRY ATE SWIMMING OR MR ANSI M� MR � OUGIN ED S ANINDIAL 01 OWNED SMALLER NO MONEXIESS MAI TO ,,RECREATION, OR WE NOT FOR CONSTRUCTION IA nuuwn I GENERAL NOTES IEGENO AND I�wN EIN ms ABBREW.TI GE MIM w M MI _.r OMS smeeMwx -suu MRMP TIONONWALLIN42111N6. mm-I'M CHOSE TAMPORAFTEREMONFEADMEMENTIFENTROL A, M4113 RELATIVE ME FASHION 2111 FAMEANISSAAFFITIMANI ACT HILL WAR I" OEM, WIDERAIII.WC AN 'AWARD WAR 11FROWTHAL FEEL RAW 0 WE 94 FIRE 0 IF SAN EA MIME I'm TANITESIDWITOMENTRAIIIIINDAMMIGH 11.1 1.. SUIMEMVWH�M7ArICLMLTMNSMIrEU�U4EM A FIC PIPE FALL MANNYA CHNEVEMPRED11115011 'A"" MIN 'WNW MARTIN FOR MMINGRALMLIANDMINSTREAPPRALIONRL PATH OF WISCONSIN DPAAT.FIl IF TNAIIIORTATON STANDARDAPKINCLI'll - MANNETIC FORM MINTER IN MITI 0 AS All SEEM) CAME AWARE MALL IF MACHINE I ASEAN HILL, SPAIIII m.wmuxmuurvaxp[y enJ_ IN END PIPE AM PIPE DIEHARDS INu� MIAMI se Sw61Y41NN1[SIIYXIS COCOA OF MALL"' & BUMINWASAIGHT CLIFF n'ex,ne rtmwrym PPOWNI ARMED PENSION' „w,RIM NOT FOR CONSTRUCTION TA HUDSON TECHNICAL SFAMIFlCATIONS o °- IM IENREfl m w w w UI REFORM NEWS A APPLY FOR PERMITS EACH ST ONE COUNTY 8 CONNECTING EXISTING 6 PRO ALAN PIPE TO THE NEW EE MAGNIE-L PLO 'FACE DECLARED)PERFORM wE BE INSTALLED By ME FEDERAL CRUDE UNDER TiS E FORNOTH MEN AUDITORS NEW 6 RE AID 8' DUCTLE IRON SPEECH PIPES CONNOTE NEW SEVEN PIPES TO NEW b�NLJE ww POE SEVEN MANHOLE MEN UQUALECENE ANN �� ME FEE WILL RE INCOME WE THE GENERAL BE DUN PENDING) CONTRACTOR UNDER THIS CONTRACT AVENUE, ,,, AN, U FURNISH AID INSTALLING N W 2 PAYS RN EL � BEEN MONARCH PIPE AGO CONN"' 0 It ME N�MILH SECTOR LECRUCHATE [II AGING DAUPHINE �mma emx ME I )u vi RUPE PIPE MIND CONNECTING TO PROTON PDAVEREAL I PERFORM PREPOSSUBSE SPEND ADD OF ME AS OURE I It{{It.;� CCONTRACTOR EO OF MUDS%s nR as....w....= ._� > .. 40 .. ..,_ mr — MAE AGE WN is w1 RIM n._...M ' \ .. PRE INS IL . 13111 EEI BE LL BE r— UNPAVED WAR WHI 11 h1 411J U'o. � HE BE, IREETURY COMEMBEENEEP 0. TOW ,orPROCEED s.�.E r�d�sw�. �„�a „� n I 11MRS,I ueuo'.wx PEN �MEMBRANESm ....,,..,:: 4LM ..o�xo �.. sy MEN N...w. .. is i®.PIANO, ,i NOT FOR CONSTRUCTION TA HUDSON W0.51ETW ER 1RFAwm PI LAI GRAVE WE "�' SH Piµ wrz(IS wx) mm No AN MAR HACKERS TAW TO umd ALI Dow rt ARM a WATER awl MAN Nart » 2- AFEWEENT l (MAINSHOWN TOOK TO NOR) x NTE rzw A im de wrc TREAT * MEASURE COMPETE rt AMM mq TREAT (m[ NUTE v) mN (WTE NIXON PIPE (Ner TO BEACH nuo) p¢ xmo» NOT OP (ElUMAQKl4 PEAK) 'PUMP MAN (MONTEDISON MARK) MIX PUMP WERE PAN) MIX PUMP Affil WIT" (AWARD v) RETURN PUMP SEWER THANK TO R) AVAsPmq PARDENOP WHERE AND MEL MAN WHwn ) H APENOXID PEPS¢ KING WARE) SENIOR MAURICE NO I A WE MANOR rt Off 'ME 7) SEWER EQUATOR 1 PRE 'EARN 'ME AN(ME MATED+) 2 PAN MR PIPE (MAIN TO EXPOSURES E) x dw TO PEPSI WAR) WR LID ARM TESTED AN OPERATES (rz - DOW vcq c p Ru rm MAR snp �lm W MAR) tt MIX urec wq E (AIR REAREAS I TO MAR) i • FOR z PIPE (MAN SEWER ARRoeo Imp norw FREE,rnortnox me Axe wxwxl xWOMAN WE THE MAR WHEN AMEX, NOT FOR EAD PROCESS PIPING PUN SLUDGE US fKiCx01� (e u) WAS TANK W RESIGN WAS WAS FRAUD To CLOSTING 1 J.DD) LANDFILL 10 ANOXIS AT AERGBIG 20 REFORMS 10 EFFLUENT LUCHATE EFFLUENT DRUG N TANK FARE CUT SJORAGE METRIEVITION TO DEAN GO TANK TASK STRUCTURE TELL CHEM uv urc cm.WUEWwuE R � ui wx eia FDA FLUSH WAREER RELISE WATCH NO10 T FOR CONSTRUCTION TA HUOSON ^0 PROCESS ROW Omwm rnsnr.�icn iwWi w>u nG=E. e — — u MORAL I SELKINCE TRACER SESSE BE CONSTRUCTED A ACCORDANCE WITH ME * CNI OR VESION SEE ESE STATE In, POPPOR m�.a APPLA CAP SECTION A—R rinr xrum.[alr. PI SECTION C—C i CONTRACTION JOINT LOCATIMINS NOT FOR CONSTRUCTION TPEPIMFM PLAW UPOMIIE CONCRETE PAVEMENT PIAN DIAGRAM 12 WICK CI ME i���san�:�e,r.TNr. PIHN NEw Q I --r � I FLEVAi ON MEW — WM ELEVATION MEW — 501,11H NOT FOR CONSTRUCTION MOR CONTAINER PENETRATIONS SCHEDULE ITEM OTY DESCRIPTION _ NOTE �.�.m, .�>R PKI I FEE WEI KOEHN FOR THE HER THEME, ME HER SYSTEI WE Exanm+ owOT ToLOCKWOKE WO I.:.,.�.A. of o�P'w ER wounz ELEVATION VIEW — EAST MEMBRANE BIOREPLTOR CONTAINER RVJI AND EI-EhhDON E« I "UP a -ma mix 11 TYPICAL JOINT TOP VIEW N Ll `e SIDE VIEW END VIEW SECTION B—B SECTION A —A moonrowwwtiw .i CaWON �M 14 ONES * III - SEEMED PON IMFI UP OPTIONAL MEN US PIES 27 * NO 00ONNESDON MIo >,µ aE�o. ME., PLACED NOTFOR CONSTRUCTION . 'S'° POEMS ' I'll 11 ITNUIIOM TOP VIEW SIDE VIEW IUi111■Yirtami]uclY 111N6 Yto] N END VIEW SECTION B—B (SEE UEuML SECTION A —A �, .yea-Sna TYPICAL JOINT Al MYSI AIDES SPICKARVING AI • REINFORCEMENT - IMAGE GO - JM 9 MARS a A OLD E W.• CHARGED GAI — A- PRESS SEAL IMAGE — 6- OPTIMAL • MET SEALANT — HIM MADE AERAnON TANK PLW AND SECTION smM r am IN"111 .P�� w... MAIN n.m W. mv. e iLSwK.a a"nm� r � amo rau ANAL. nw' NAAIN� ' M o.�° of I # i FLOOR PLAN ROOF PLAN „u,,,,u„w„„e„ PAW EU MAIM E. SECPON THRU BUILDINGSMINUTIMI y -.,rw . wwwr J FRONT ELEVATION - RIGHT SIDE ELEVATION REAR ELEVATION LEFT SIDE ELEVATION NOT FOR CONSTRUCTION - TA HUDSON CONTROL BUILDING IRF wasrtwAme wm a uvcwne em PINi AND SEUON WAM D.0 D—" ssxorto i I NOT FOR CONSTRUCTION I,, y y A, Al Al�.NI'IIAB IJAAM y C © y « ^ »~ \°6N'All «z 'Ar\ 'ANAN _\ \! \ . _.2�NTS �� � y32 NOT FOR CONSTRUCTION \a� -morrow £ mvmi .x Pmeml 54e M AT R FF Ill m n .mr 3 - _ R Fil — —PWI w wg IT- IT w— eEe- <= Tw _ - r Iw,.loll, , u _ ..mcbman Pev.rman —FRET_— ra t ! e• �Wir _ �, IF M)l Pror Kv.e 1 1� ro 1 d I. l 1g1g � P wSKRICIffil wwra ummx x.aw.rzw ' Y• r.K.a.. r @ a O� Elm vim, WFIDPAPP.K I �.. wow..wwP.w e�r.. F il' MGMRwmsee.0 I NOT FOR CONSTRUCTION nuusun �J ULTR4FILTMTION 513TEM MID I IA VU rwrt uxxrtt NOT FOR mom, - I ;im E I shoe EzDle �/ r� I ;mil 6. O woe.-rc..aw u • Ih -{i m !; II _j TA HUDSON I I — I REUSE TANK AND PUMP S Dd PAID munrr* PUW uPcewe I�T-I NOT FOR &4ti DOD 21 vie m m�_—., i ; FF 1 i _ Isi IBi maweopt � _ � ® � u I$V ,m mx�ammcgmu �.[mw[�im9 ovirs �d i7 Sij11 ir'aa[aIa:.X AQt MN S1Sip1 P@ID NOT FOR irm ' .�. a...,ry.- qwv i¢ A�Reeev I, EM,e Ere U, r _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _ — —� ;e 6 e CLUYJRTAA� sanennm:u Seeo ,.. eae I`UF RI ig I� ryryI'}�I�I� €n1� LJ L7 LJ LJ LJSr l r ` t�l °jtl+ iil p, .ssflss .fin . MII I► ;ahINZIM-mii f�P13I I /tlG]J9.910] AV 101E w Moo Im o,' o ,AM NOT FOR CONSTRUCTION 1i T3fi!?til 9 of PAD 21898M NOT FOR CONSTRUCTION PIP I IJ UP, SUP LILD PSI E. In Puu� US I UJ Nm JJ LIJ SPUN, ALSPIL I, Dfs*:r�� WSJ ISINN IS I INS. INS UME ATDN MD VALVE SDNEDUIE Till, MITI mi NUMMI PUT. Ill NUM i-an PLUM vu vxx�.- .171 .. uIm rur F _ r,K Nil Pup, _ vMIT, rww i¢ewrs mxwmr EQUIPMENT SCHEDULE wn wuxI r v rim - .xlp 1 IT., -. 11 .s.. .x-mw:. -. CUl .mu¢'If n z.n .w 2 lip x. 2UP uV W. ss. x .ew/`wVwn KIM .wP.Na. WE nwiwm S� sumo si o v. 4.1 :ci ra.o .r c moo MITI -' - -- mrU. «w TAppi .... .. x sw¢ xwm 11 ME MIT 'b - -- 110 «w/Upi /nh o UP mwnw aays mw m��aa iu v.x im'n m T NOT FOR CONSTRUCTION In MUUSUry TONK N H DpUIPAIEM wA41EM111Erz IA 1111fM avert uva�n[ SDD MUI 2 AM N) LF F AS F A, TO BEAT F �l� ANY MANAGER .0 2 ANY GROWERS I STALL ANGELES TO F A 515GAME WE RAYBURN SURRY, GI IN BOOK FUNNY AND BAHAMAS MUCLAM SLING HIGHWAYS S ALL STAN ANIN i UNSUCCESSFUL FUEL AME A MEANS MONSEN INTO I "SUMMER BANQUE OF OF SUME ill' '� UNITED IN 'A .1 CH S� IN ACAAFF ON A COUP M-318-14) AN USE MENSION 15 A AMSTERDAM F ALWARKWASE DRUGS STATE BUD CARL WAREENG PAYMENTS$ L ROOM GENERALE MUG WHARF MEADOW IN ��D HUNG ANNUM OF LAW AT SASUCES OF DUALS PLO MUL WAY MANSIGAS AM OF MF FEEL SANTA TOG BUT "'A MEADOW L FNRAAFRYARAWGUIANA �M� UFF ON STRUMPRALL GREPANNOW At I.PM FAR BEEF 5 UNLESS DUALS MITI CONCRETE COMPREMAK YOUNGTH AT 25 DREA AM AS EGA AN AMAMI SEE WE �� ANN EGA GROUP NOT BE MAN TWA YEN FALLING I NAMES OF YEMENI PROMS TO AREA NO �M IMPLEFEAS OF �ND I., IN, ANN MIM, INC, OCR AN OF A CONECTURES OR F HONG MURDOCH �D A MEADOW PRICAR ED U�NG OF L UNLESS NOTED �� OF FOR REI RIELL IN MUSEUM F OF NOBEL 11 AN TRUMP TO AMIGA TOP AS WOMAN AGE SUFFACCES 2 t,.. OF ANALOGOUS 15 WASM AN RHONA AND Fs1e�� SOUTH UNJES, 'FDA FFEIGULFRNING D a�F;.UD 2)K ,ANMR 14 �.�. LADY . ANY STOP W CARLOS DIAGRAMS WORK MCA BE F IN C�R OF OEM AN RATILIFFe� C3NLNN�,o.nF ON:APo.amPo:;ao..,�,,.WRAPWEIIN OBY SOL SITE FILM I MR WE ACROSS MINES EAGER �. -. MAN w....ELECTRICAL w.� sg.A..�NEPAL 12 FUNNY AN AGREE, 10 DAYS WHIMBA IN BURNHAM OF ENGINEER. MARGENTRUCT11 CLUMBUS IJ WINE r NASA ALL MAN IN MANUEL' TWAS BAPTISM 1. SLUMP 14 URUGUAY OF FACHRUNDEE GUY APPLE EST PLAN 15 ARCANE ANSWERS WILD W�UPS AT AT YOUNTO WHERES FEELING MAMRUY1C1d 5 HE ED IN AS I WE BARNEY I PAUL PLAN ALL NEARBY PUT 6 US MEAN ��G GRAND TO A MINORITIES "ARM MUG PLANE TO MERGE MANDATE DOLE WHOULD BE PLAN TO PRESUBT GRAM OF AS AS GANDA' AMC SWUNG ANALOGY OF OF WHICH MULD WHOWN AGNING OF ONLY GVI DEADEN F FLY NAME OF OF BEING ALI EACH MAY ANSI RM HALF Cw MS INC NOT FOR CONSTRUCTION -.. . —�—� d -� ,-A ��� MIN ti nooinaxu coxxcx xcixraxcixc D NOT FOR CONSTRUCTION < EP w _ ,1010 MI �Popx, iPF ww PV CONCRETE SI PW AND DUAN