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20-22386
CITY OF ZEPHYRHILLS 5335-8th Street (813)780-0020 22 86 ELECTRICAL PERMIT ' PERMITJNFORMATION "`'`LoCATIONPINFO.RMAT, A Permit#:22386 Issued: 1/28/2020 Address: 3065 NUBBIN RIDGE LN Permit Type: ELECTRICAL MISC ZEPHYRHILLS, FL. Class of Work: ELECTRIC SERVICE/NEW Township: Range: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Sq. Feet: Est. Value: Book: Page: Cost: 6,750.00 Total Fees: 75.00 Subdivision: HIDDEN RIVER Amount Paid: 75.00 Date Paid: 1/28/2020 Parcel Number: 24-26-21-011 O-OPS30-0000 };CONTRACTOR INFORMATION `OWNER INFORMATION . : Name: RALPH A PHILBROOK 111, L.L.0 Name: HIDDEN RIVER HO ASSOC INC Addr: 3316 BAINBRIDGE DR Address: 2502 N. ROCKY POINT DR STE 1050 HOLIDAY, FL 34691 ROCKY POINT, FL 33607-5995 Phone: (727)847-3766 Lic: Phone: Work Desc: ELECTRICAL FOR NEW L/S WHICH IS PRIVATE MAINTAINED APPLICATION FEES _ s ELECTRICAL FEE 75.00 INSPIaCTION4 REQUIRED {_ ROUGH ELECTRIC CONSTRUCTION POLE PRE-METER FINAL 1J , REINSPECTION FEES:(c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection,whichever is greater,for each such subsequent reinspection. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. CONTRACTOR PER OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 24-26-21-0110-OPS30-0000 1 Pasco County Property Appraiser Page 1 of 1 Parcel ID 24-26-21-0110-OPS30-0000 (Card: 1 of 1) Classification 00900-Common Area Mailing Address Property Value HIDDEN RIVER HOMEOWNERS Ag Land $0 ASSOCIATION INC Land $19 C/O HAWK MANAGEMENT CO LLC Building $0 2502 N ROCKY POINT DR STE 1050 Extra Features $0 ROCKY POINT , FL 33607-5995 Physical Address Just Value $19 3065 NUBBIN RIDGE LANE, Assessed (Non-School Amendment 1) $19 ZEPHYRHILLS, FL 33540 Legal Description (First zoo Non-School Taxable Value $19 characters) School District Taxable Value $19 HIDDEN RIVER PHASE 2 PB 79 PG 102 TRACT PS Jurisdiction CITY OF ZEPHYRHILLS Land Detail (Card: 1 of 1) Line'lUse Code Description _ Zoning Units Type jPr1ce Conditionl/alue 1 9100VTUTL-1 Utility MPUD 1 955.00 SF $0.02 j 1.00� 1 $19 Additional Land Information Acres Tax Area F_EMA Code Res Code Com Code Condo Code 0.02 30ZH -- HDRV i HDRV HDRV Building Information (Card: 1 of 1) Unimproved Parcel Extra Features (Card: 1 of 1) Line Code Description Year junits I'VaIue No Extra Features Sales History Previous Owner: LENNAR HOMES LLC Month/Year jBook/Page 'Type IDOR Code ,Condition Amount 06/2019 0079/ 0102 Plat Dedication 33 Vacant $0 _ _ 01/2019 9854 / 3547 j Warranty Deed 05 Vacant $4,965,000� 09/2011 8606 / 3376 Warranty Deed _ 05 Vacant $0 _ 06/2010 8360 / 1872 Certificate of Title ^12 Vacant $0 12/2005 6748 / 0894 Warranty Deed Vacant $0 12/2005 6748 / 0891 Warranty Deed i Vacant $0 https:Hsearch.pascopa.com/parcel.aspx?parcel=21262401100PS300000 1/28/2020 Lift Station##3 813-78NO020 City of ZephyrhIlls Permit Application Fax-e13a8a002i Building Oepartrnent - 00%Recelvod .Phone.Contact for P.ermitgn :, 727 445 Owner's Name- Hidden River Homeowners Association,Inc OwnerPhono Number OwnWA Address 1631 Gast'Vine St.,STE 300,Kissimmee,FI.34755 OwnerPhose.Number C Owner PhoneWmbor JOWADDRESS r 3065 Nubbin Ridge Lane,Zephyrhills,Fl.33540 LOT SUBDIVISION Hidden Rivers PARCELID9 24-26-21-0110-OPS30-0000 toerjumrD r."u PROmRwTAX NOTicE). WORK PROPOSED e NEW CONSTR e ADD/ALT = SIGN O O DEMOLISH INSTALL, REPAIR PROPOSED USE Q SFR = COMM OTHER TYPE OF CONSTRUCTION BLOCK Q FRAME STEEL' [� DESCRIPTION OF WORK Eldetrical service for Waste water lift station.,100 amp 120/240 volt,3 phase BUILDING SIZE SO FOOTAGE= HEIGHT, 14.1 f--IBUILOING S VALUATION OF TOTAL CONSTRUCTION [ELECTRICAL $ 6,750.00_ AMP SERVICE 100 DUKE ENERGY ® W.R,E:C. OPCUMBlNG $ OMECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY D OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA OYES NO BUILDER COMPANY SIGNATURE REotsTEREn Y I N ' FEE cum sN I Y/N Address License#' I ELECTRICIAN i j . COMPANY Ralph A Philbrook Ili,LLC SIGNATURE u"A�` REMSTEREo I Y 1 N'• FEE cuRRmn I Y/N' Address 331�6 Bainbridge Dr. Holiday,FI,34691 License#FC0001906 PLUMBER I � COMPANY --� SIGNATURE ( RECtSTEREa YIN'- FEEtxJRAET'" Y1N . Address License#I. i MECHANICAL COMPANY SIGNATURE REGISTERED I YF N FEEcu(tv+�Er 11/N. Addrdss Ucense.#•I OTHER' COMPANY SIGNATURE REGISTERED I Y/N FEE CURREP, YiN Andress Lleenso# RESIDENTIAL Attach(2),PM Pfarts:'(;}setepf QuIldingRiansvIl.)saboFEise/gy"Forms RAW Peripit'for hawt�tre6uotion. . r Knimuni ten(10)working days aftersubmitteil date. Required onshe.Cnstrupton Plans,Starmwater Plans wl Slit Fence instaRed, Sanitary Facilities&1 dumpster:Site Work Permit for subdiviskmallarge projects COMMERCIAL Attach(2)complete sets of Suilding Plans plus a Life•Sefety Page;(1)set of Energy Forms.R-O-W Permit for new construction. MiMmum ten(10)wodGng days after submittal date. Requred onsite,Construclion Plans,Stomn4ater Plans w/SIR Fence Installed, Sanitary:Fadlities d 1 dumpster.She Work Permit for all new projects.A I commercial requirements must most compliance SIGN PERMIT Attach(2)sets of Eromemsd Plans, ""PROPERTY SURVEY,required for all NEW concoction. Directions. Fill out application completely. Owner&ContrWor sign beck of appication,notarized If over SM.a Notice of Commencement is required. (A/C upgrades over$7600) Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorWng same OVER THE COUNTER PERMITTING (copy of-contract required) Rero0ls If sNngles Sewers Service Upgrades AIC Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS- The undersigned understands ' that.this permit may be subject to"deed*restrictions' which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND (,'ONTRACTORr,R'SPONS"'U.T,"',, If,the:owner has,hired a contractor.or contractors to-undor'take work,they may be required to be licensed* accordance with state and local regulations. If the . in contractor is not licensed as required,by law, both the owner-and=ntracti!ir may.be cited for a misdemeanor violation understate law; If thd owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the'Pasco County,zBuilding'Inspection Dlvisldn Llcensing Section at-727-847- 600% Furthermore, if the e owner has hired a,contractor or contractors, he Is advised to have the contractor(s)sign portions of the'contractor Block?'of Wm application for which they will be responsible. If you,as the owner signasthe contractor-,that maybe an indication that he Is net properly licensed and Is.not.entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACTILITILIT]ES,IMPAOT AND RESOURCE RECOVERY FEES: The undersigned understands that Tiransortation Impact Fees and Recourse Recovery Fees may apply to the construction,of new buildings,change of use in.existing Wild.ings,or expansion of existing-buildings,at specified-fn Pasco'.County Ordinaripp number 8M7 and 90-07,as amended. The undersigned also understands„that such fees;as may be due,will,be Identified at the time of permitting. 111s further.understood-that T.ranspottatiori Impact Fees and,Resource,Recovery.Fees,must be Paid prior to, receiving a*c,efftcata`.of.-&cupancy`or-firml power release;.If the project.,.does-not.invdive a certificate of occupancy or final power release,the fees must-be-paid prior to permit issuance, Fiirthermore,*#Pasco County Water/Sewer Impact fees are due;,they..musfbe paid prior to permit.issuancein accordance vhth:bpplicable-Pasco County ordinances. CONSTRUCTION.UE'N.-LAW-IChiipteY7l.3;Florida Stittutes,as'amerid6d): If voluation.of work is,$Z5,00.00 or more; certify that 1, the applicant, have-been,provided with•a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide'prepared by the F166do,Department of Agriculture-and Consumer Affairs. If the applicant is,someone other than the"awneir',I certify that Lhave obtained a copy of the above described:document and promise in good faith to deliver it to the"owner"prior4o commencement. CONTRACTOR'S/OWNER'S Ae.F.JDAVrr1,,Poertify that all the informatiori"th this application,is accurate:and,IhM41 work will be,done in oDmpllanee,whh-aD applicable9aws regulating�bribtrucfionr zoning-and,land-development. Application is hereby made to obtain a permit to do,work and.installatim.as*Jndicated. I certify that no.work or installation has commenced prior to issuance of a permn and that all work will be performed-to meet standards.of,ail laws regulating construction, County and CJty,rpd!qs,,;zonin.g,regulations;,and,;Iamd;development,regulations in the jurisdiction. I also ceftity'llhat I understand thpitIKe regulations of other government agencies may applyto ft intended work,and that.it is my responsibility to identify what actions I must take to be,in compliance. St.ldh,.agencles include but are not limited to: Department of Environmental Protection-Cypress Bayhoads,Welland Areas and Environmentally Sensitive Lands,WaterMastowater Treatment Southwest Florida Watbr Management bistrict-W611s, Cypress Bayheads, Welland Areas, Altering Watercourses. S. Army Corps of Engineers-Seawalls,Docks,Navlgablefflatenvoys: Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks, US Environmental rental Protection.Agency-Asbestos abatement. T !akftm Authorit)rrRdriways. I understand that the following restrictions apply to,the useof Use�of.flll Is;not allowed in Flood Zone`V'unless,exprassly.permiffed. If the fill imaterial is to be used In Flood Zone 'A", it,Is,undotMood that a drainage plan addressing a *compensating volume"will be submitted at time of.permitting which is prepared by a professional engineer licensed by the State of Florida. 'if the fill.material Is to be used in Flood Zone'A",in connection with a permitted building using stem wall construction,,I certify that filtvirill be used.only4afill-the area within the stem,Wall. If fill material is to be used,In any area, I certify *tify�that use of such fill will not adversely affect adjacent properties: If use of fill is found to adversely aff.ect.6djacent.pirppertles.-the-owner maybe cited for violating the conditions of the building permit Issued under the attached-permit application,for lots less than one 0Y acre which are elevated by fill,ph engineered.drainage plan is required. if I am the AGENT FOR THE OWNER I promise in good faith. to inform-the burner of the,permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may,be required for electrical work plumbing, signs, wells, pools, air conditioning, gas, or other install6tioris not specifically Included in the application. A permit issued shall be construed to be a1loense to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of,any codes.,Evory permit issued shall become invalid unless the work.authodied by such permit is commenced within six months of permit issuance,or If work authorized by the permit is suspended.or.abanddried,for a period,of six(6)months after the'time tho work is commenced. An extension maybe requested,in writing,from the Building Official for a.ponod..not lo exceed ninety.(90),days and will demonstrate justifiable cause for the,extension, If work ceases for ninety(90)consecutive days,the:job Is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT•MAY RESULT IN YoUk, PAYING,tPICE.,FOR IIAPR,OVEt,E ' U R T OYO ,PRORER IP YOU iINTEND-TO OBTAIN FINANCING,CONSULT —Y. wrn YOUR' i 6kktY4EFdkt`REd0R6INQ -comMACEMMT. FLORIDA JURAT(F.S JZIT— R OR AGENT CONTRACTOR SubscribAnd wornfo( a,nne2elo methir, bsctibed.and 6worn to(07affirrned)b@cre me this 14 o m 112— 1" 77 Ri�o-,2 by Who Were persimall-IN me or lWsjh&e produced Who Istare personally kntfwnWnU a pir �ced .___-_as Identification. __as identification. Notary Public A202& _.. Notary Public C;qairmiol N.. Commission No a ki" A&S Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped PATRICIA DOSSANTOS Commission 0 GG I M6 Expires December 10,2021 NICOLE S.PEACE f eardei:That Troy I&Insurim smWel 9 My COMMISSION#OG916928 WN EXPIRES:September 26,2023 INSTR#2020013570 OR BK 1 OA42 PG 2898 Page 1 of 1 S(H(� 01/27/2020 11:44 AM Rcpt:2129121 Rec:10.00 IDS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Lift Station 3 24-26-21-011 O-OOCOO-000 Permit No. Parcel ID No NOTICE OF COMMENCEMENT state,f Florida County of Pasco THE UNDERSIGNED hereby gives notice that Improvement will be made to certain teat property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement: 1. Description of Property:Parcel Identification Nc section of land lying in section 26,township26 S,range 21 east.Pasco county FL streatAddress: 3500 Hidden River Blvd,Zephyrhills Fl.33540 2. General Description of Improvement Sewer Underground Utilites 3. Owner Information or Lessee information If the Lessee contracted for the improvement: Hidden River Homeowners Assoclat)on Name 1631 East Vine St.STE 300 Kissimmee FL Address City state interest in Property. Registered Agent/Owner Name of Fee Simple Titleholder (if different from Owner listed above) Address 7g16 Professional lace city Tampa 33637 Slats FI 4. Contractor. p j Name ,LS&v-V s �ay)1 61,C. Address g13-906-1350 City state Contractar's Telephone No.: 5. Surety: Name Address City State Amount of Bond:S Telephone No.: 6. Lender. Name Address City state Lender's Telephone No.: 7. Persons within the State of Florida destgnated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statutes�r, Name t r tr t io31 E.V i Y\e_S}v er ";tee 3� SS I Y\,yti e e_ Address [ h �1 C ^� state Telephone Number of Designated Person: 8. In addition to himself,the owner designates of to receive a copy of the Usnors Notice as provided in Section 713,13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. s. Expiration date of Notice of Commencement(the expiration date may not be before the completion of construction and final payment to the contractor,but will be one year from the date of recording unless a different date is specMeM: WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury,I declare that I have read the foregoing notice of mmencem and that the fads stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO signature of er less e,or Owner's or Lsssea's Authorized oNicermiredo a er q '' Sigliatorys rrdel 11he fo ing i tnment edged before me thi day of 20A,I ��{Y j'l' (type of authority,e.g„officer,trustee,adomey In fad)fdr bah fwhosrrina>nanenfivasexedded): - id— o'ta 8 enatu -�'oR Produt�d denUfratiei❑ N --- - - -' -- ry- Type of Identification Produced - Name(Print). he , PAiIA C OQSSANi08 1R 1 6684 5. :.Ct>nt ttitsskt►It 2i" 'Dt �14 .2t) wpdatatbcshsoticacornmencement—paMO48 COUNTY OF PASCO STATE OF FLORIDA, THIS IS TO CERTIFY THAT THE FOREGOING IS A � o TRUE AND CORRECT COPY OF THE DOCUMENT , + N FILE OR OF PUBLIC RECORD IN THIS OFFICE 0 ,� 4- six- fr WIT S MY HAND AN OFFICIAL SEALTHIS DAY OF 2 ' ,.;. . NiKL S LE CLERK KI A COMPTROLLER DEPUTY CLERK 8Y OFFICEIWAREHOUSE: 4621 N. HALE AVE T AMPA, FL 33614 TECHNI� //� //� LES (813j 876-9256 C O R P O R A T I O N FAX (813) 874.1194 Representing Innovative Manufacturers SUBMITTAL DATA TSC PRE-FAB PUMP SOLUTIONS©PACKAGE DUPLEX SEWAGE PUMP STATION 72"x 12.21 FT DEEP H-20 RATED FIBERGLASS MONOLITHIC WETWELL WITH FULL FIBERGLASS BOTTOM and ANTI-FLOAT FLANGE—MEETS ASTM D 3753 SEWAGE PUMPS,PANEL,WETWELL,VALVE BOX AND PIPING MEETS OR EXCEEDS REQUIREMENTS OF F.D.E.P. FOR PRIVATELY OWNED&MAINTAINED PUMP STATIONS THIS DOCUMENT HAS BEEN CHECKED FOR GENERAL DESIGN, JOB:HIDDEN RIVER STATION#3 CONSTRUCTION,SIZE AND CONFORMITY TO CONTRACT DOCUMENTS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, QUANTITIES AND CAPACITIES.APPROVAL DOES NOT RELIEVE LOCATION:ZEPHYRH I LLS THE CONTRACTOR FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ENGINEER:HAMILTON �j�TOEXCEPTIONT.AKEN' MAKE CORRECTIONS NOTED ❑REJECTED/RESUBMIT CUSTOMER:BURGESS CIVIL HAMILTON ENGINEERING&SURVEYING,INC. DATE:FEBRUARY 14,2019 3/4/19 RljL DATE: W BY: ELECTRICAL SERVICE:208-230 VOLT,THREE PHASE VERIFY NEC CODE REQUIRES SEPERATE NEUTRAL&GROUND WIRES 230V 60 AMP(THREE PHASE)SERVICE REQUIRED TO PANEL(MINIMUM) PUMP MODEL:EBARA SEWAGE PUMPS MODEL 100DLFU62.22(3HP) DESIGN FLOW:145 GPM AT 25.5 FT/TDH o - t♦ 3** EBARA INTERNATIONAL CORPORATION F/FS/Subm ittal/48PreFabGR TECHNICAL SALES CORPORATION y PRE-FAB PUMP SOLUTIONS NO HASSLE WAY c� IF FURNISHED BY TSC,THEN WARRANTEED BY TSCI LIMITED WARRANTY ra Technical Sales Corporation (TSC) warrants to the original purchaser or owner of the property that ALL COMPONENTS of the PRE-FAB PUMP SOLUTIONS © PACKAGE STATION FURNISHED by Technical Sales to be free from defects in material and workmanship for a period of twelve (12) months from the date of installation or eighteen (18) months from the date of shipment, whichever comes first. Technical Sales obligation under this warranty will be to repair or replace any equipment that fails or is found to be defective with new or reconditioned equipment at our discretion. The repair will be subject to our inspection and evaluation. ; This Warranty does not apply if the furnished equipment has been subjected to abuse and misuse, neglect, unauthorized alteration, improper installation, accidental damage or acts of nature. Technical Sales will not be liable for any consequential or incidental damages arising from equipment failure for any reason. Technical Sales will be the sole provider of warranty service and does not _ authorize any other person to assume on their behalf. For service and information contact: Technical Sales Corporation 4621 N. Hale Avenue Tampa, FL 33614 (813)-876-9256 C CUSTOMER SATISFACTION GUARANTEED ra N F/FS/-rSCV/Warranty r..: ............... t ........... V v. 1 t ................................. ........................................... i V..: ................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A .................... OFFIC M.A... . . . . . . . . . . L . . . . . . . . . . . .......................................... ................................... . : : : : : : : : : : : : . . . . . . . . . . . . . .... ..........................0. 'R . . . . . . . . . .......................... .0.'RF.0 ZATfON: . . . . . . . . ....................................................................: .........................................: I I I.-TA PA! FL-33.6.14' . . . . . . . . . .: .......... ...... .......................................... . . . . . . . . . IA.................................. ............... 'R...W TE X 4 WASIT-E-WATER-19. tO E-TtES . . . . . . . . . . . . . ............... .......................... t 74-1 -1$4-: . . . . . . . . . . . . . . . . . . . . . v..: r..: ........... .................................. . . . . . . . . . �raa I'Sales ........................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e rel's - in linnovapu -s........................ ....... ............................. P : : : :0 . .9. . . . . . . . . . . . . . . . . . . . . ................................... 4-4-: .......................................... ........... . . . . . . . . . . . . . . . . . . . . . . . . . . : : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ENGINEER NOTES: FLORIDA ADMINISTRATIVE CODE. (F.A.C) CHAPTER 62-604 COLLECTION SYSTEMS AND TRANSMISSION FACILITIES]ARTICLE 62-604.100(6) AUTHORIZES LOCAL GOVERNMENT TO SET UP ENVIRONMENTAL PROTECTION COMMISIONS TO REGULATE LINES "12 INCHES AND LESS".THIS REQUIRES ADHERENCE TO F.A.C.62-604,AND REFERENCES ARTICLE 604.300, WHICH-LISTS STANDARD MANUALS AND TECHNICAL PUBLICATIONS, WHICH MAY BE INCORPORATED,ALONG WITH OTHER LOCAL REQUIREMENTS. TECHNICAL SALES CORPORATION (TSC) HAS INCORPORATED THE REQUIREMENTS IN THOSE PUBLICATIONS-WHERE THEY ADDRESS SEWAGE PUMPING EQUIPMENT-AS LISTED BELOW: 62-604.400 DESIGN/PERFORMANCE CONSIDERATIONS (SPECIFIC ITEMS ADDRESSED BELOW) (2) (A) "STANDARD RECEPTACLE FOR CONNECTING PORTABLE POWER GENERATING EQUIPMENT AND A RISER,WITH APPROPRIATE COUPLING DEVICE AND VALVING TO THE DISCHARGE PIPE IN ORDER TO CONNECT PORTABLE PUMPS(AND APPURTENANCES)." TSC HEADER SYSTEMS PROVIDES A RISER WITH VALVE AND"KAM-LOK" FOR PORTABLE PUMP CONNECTION. TSC ALSO PROVIDES AN ADDITIONAL VALVE FOR SYSTEM ISOLATION. (2) (B)-STATIONS SHALL BE EQUIPPED WITH LIGHTNING ARRESTORS, SURGE CAPACITORS OR OTHER SIMILAR PROTECTION DEVICES,AND PHASE PROTECTION." TSC CONTROL PANEL 38 D-PROVIDES A GENERATOR RECEPTACLE AND MANUAL SWITCH OVER SYSTEM W/ITH A SWITCH DEVICE TO PREVENT BOTH POWER&GENERATOR OPERATING AT THE SAME TIME. SQUARE D-LIGHTNING &SURGE PROTECTOR FURNISHED SINGLE PHASE—VOLTAGE MONITOR FURNISHED/THREE PHASE- PHASE MONITOR FURNISHED ADDITIONAL F.A.C. REQUIREMENTS: DUAL PUMPS(SAME SIZE&CAPACITY)WITH ALTERNATING SYSTEM PUMP CAPACITY—MUST BE SUFFICENT TO PRODUCE 2 FPS VELOCITY IN FORCE MAIN WETWELL VENT GUIDE RAIL SYSTEMS—ALLOWS PUMP REMOVAL W/O ENTRY INTO WETWELL"CONFINED SPACE" VALVE VAULT SEPARATE FROM WETWELL—SLOPED TO DRAIN INTO WETWELL,WITH GAS TRAP SHAFT SEAL ALARM SYSTEM IN PANEL—LEAK OR MOISTURE DETECTION POTENTIAL FAILURE AUDIBLE AND VISUAL HIGH WATER ALARM W/ALARM SILENCER LOCKABLE WETWELL, CONTROL PANEL,AND VALVE BOX(OR LIMITED ACCESS VALVE LID) ISOLATION VALVE FOR MECHANICAL BYPASS ARRANGEMENT ELECTRICAL JUNCTION BOX W/2 GAS SEALS; I-FOR CONTROL VOLTAGE& 1- FOR POWER CABLES CONTROL SYSTEM (MPE DUPLEXER) IS INTRINSICALLY SAFE PANEL IS CERTIFIED OR LISTED BY EITHER UNDERWRITERS LAB(UL) OR EDISON TESTING LAB(ETL) UPON YOUR CAREFUL REVIEW OF OUR SUBMITTAL,YOU WILL FIND THAT TECHNICAL SALES CORPORATION CAN FULLY CONFORM TO BOTH THE INTENT AND WRITTEN GUIDELINES. PLEASE MAKE NOTE OF ANY LOCAL REQUIREMENTS THAT MAY BE ADDRESSED. ADDITIONAL FEATURES MAY BE REQUIRED BY LOCAL AUTHORITIES-SUCH AS BATTERY BACK-UP ALARM SYSTEMS OR TELEMENTRY—WHICH CAN BE PROVIDED WHEN REQUIRED F/FSrrSCVfTSC/Engineer/FAC DESIGN CONDITIONS TECHNICAL SALES CORPORATION GPM 145 4621 N. HALE AVENUE Fr/TDH 25.5 TAMPA, FLORIDA 33614 VOLTAGE 208 230 460 PH (813) 876-9256 FAX (813) 874-1194 �AL/ 460 PHASE SINGLE HRE HIDDEN RIVER#3 PUMP EBARA JOB: MODEL 100DLFU62.2 (3HP) CIS: 1803-4996 (2) 4-AWWA FLANGED MOUNTING POST AND SERVICE DISCONNECT 1 (2) 04- CAST SWING CHECK VALVES W/ LIGHTNING ARRESTOR PER LOCAL CODE IRON COUPLINGS OUTSIDE LEVER AND WEIGHT (BY ELECTRICAL CONTRACTOR) MOUNT CONTROL PANEL ON HINGE SIDE OF ACCESS COVER FOR OPERATOR SAFETY 26" CENTER UNE HOSE 81 W/ BACK FLOW PER LOCAL CODE (NOT SUPPLIED BY 7SC) \j 1_7 078" ROUND 300 PSF LOAD RATED ALUMINUM TOP (3) 4- AWWA FLANGED RESILIENT SEAT AGATE FL DEP-LOCKABLE CONTROL PLAN VALVES W/ OPERATING SHUTOFF HAND WHEEL LOCAL PANEL GENERATOR RECEPTACLE 36" LOCKABLE HATCH(2) GAS-TIGHT SEAL OFFS SS HINGES AND HARDWARE 300 PSF LOADING 0 (1) F/G JUNCTION BOX (6) HOOK SS 48- X 48- X 36- COMPOSffE VALVE BOX (H-10 RATED) 04* HOLDER ALUMINUM TOP 48" X 48" DOUBLE DOOR LOCKABLE BATCH - 8 SS HINGES AND HARDWARE 300 P.S.F. LOADING 12r) 90�1 SS GUIDE RAIL BRACKETS LOCKING HASP BYPASS CONFORMS TO EL. 73.11 64-604.4(2)(A)F.A.C. TOP FIELD INSTALL DUCT S IELD DUCT SEAL 37" 24" (3) 0 2- CONDUITS Y(2) 6- X 6- X 9' CONCRETE POSTS \,-FACTORY INSTALLED 02" PVC COUPLING FOR P-TRAP LINK-SIEALO(THLS-400S) (TYP) DISCHARGE 04' FOR PUMP DISCHARGE PIPES SCH 80 PVC PIPE 08" SCH 80 PVC 2" X 2' RUBBER COUPLING INLET PIPE FIELD LOCATED (2) SS LIFT CHAINS 1B4.2.0 W, 64 24t,. EL INLET (2) 04 SCH 80 PVC DISCHARGE PIPES EL, 64.20 4 j (2) EBARA PUMPS HIGH LEVEL 4.00 3 WET WELL - H-20 TRAFFIC RATED EL 6 FIBERGLASS REINFORCED POLYESTER LAG PUMP ON--7-T EL 63.50 MONOLITHIC DESIGN ASTM D3753 LEAD PUMP ON EBARA QDC GUIDE RAIL SYSTEM-FOR PUMP REMOVAL WITHOUT ENTERING WETWELL (OSHA, F.D.FP. & 0 STATES STANDARDS EQUIPMENT) PUMP OFF 12.11' EL 62.50 (2) FLANGE ELBOWS ll_�_IIMBEDDED FIBERGLASS REINFORCING 'C' CHANNEL ., IS INTEGRAL TO BOTTOM 6-X6- FILLET (FACTORY INSTALLED FIBERGLASS) CONCRETE BALLAST AS REQUIRED (FIELD INSTALLED) EL 61.00v STATION DEPTH - CONCRETE = 3.699 LBS/CU YD BOTTOM 6 FT X 8 FT REQ. 14,095 LBS = 3.81 YDS 24' 6 FT X 10 FT REQ. 17.619 LBS = .4.76 YDS; 72" I.D.— 6 FT X 12 FT REQ. 21,142 LBS = 5.72 YOS X 14 FT REQ. 24.660 LBS = 6.67 YDS SECT I ON 6 6 FT FT X 16 FT REQ. 28,190 LBS = 7.62 YDS 72" DUPLEX STATION - 4" PIPING 6 FT X 20 FT REQ. 35.237 LBS = 9.53 YDS WITH SLIDE RAIL SYSTEM, V.B. 'AND F.D.E.P. PANEL MODEL TSC PRE-FOB PUMP SOLUTIONS(C) TSC2-72.4 R9.dwg(D TECHNICAL SALES CORPORATION— PRE-FAB PUMP SOLUTIONS © PACKAGE 48", 60" AND 72" DIAMETER SEWAGE PUMPING STATIONS H-20 WHEEL LOADING RATED-MONOLITHIC FIBERGLASS WET WELLS ALUMINUM TOP W/ACCESS HATCH- load rated for 6,000 pounds Pre-Fab Pump Solutions©Wet well and valve box systems are a very sturdy design, capable of enduring jobsite conditions, rough handling, uneven earth loading and wet concrete for anti-float ballast. The system can withstand occasional wheel traffic, but shall not be located in a traffic area. A.1 FRP— FIBERGLASS REINFORCED POLYESTER—MONOLITHIC DESIGN Wet well shall be serial numbered and certified to be H-20 load rated and conform to A.S.T.M. D 3753 (latest version). Wet well shall be an integral, one-piece design with top flange, walls, bottom and anti-float flange all incorporated into a single watertight unit. To establish this H2O rating, the wet well shall not leak, crack or suffer other damage when load tested to 40,000 ft-lbs. Professional Engineer Certification shall be available upon request. Ebara pumps and Pre-Fab Pump Solutions©Wet wells are to be furnished by Technical Sales Corporation, 4621 N. Hale Ave. Tampa, FL 33614. Ph: 813-876-9256, Fax: 813-874-1194. No substitution unless engineer of record has pre-approved an equal. A.2 MATERIALS: POLYESTER RESINS AND FIBERGLASS WOVING The resin system shall be designed for atmospheres containing sulfuric acid, gases and liquids associated with wastewater collection systems. The resulting reinforced plastic material must meet the requirements of A.S.T.M. D 3753 specification and be suitable for the harsh wastewater environment. The exterior surface shall have a gray UV inhibitor resin coating-minimum of.125-inch thickness. A.3 MONOLITHIC FABRICATION AND PHYSICAL REQUIREMENTS: A.S.T.M. D3753 (SEC6) The internal surface shall be smooth to prevent grease and scum from attaching to the walls. The use of corrugated material is not allowed. The bottom and any reinforcement necessary are to be completely enclosed with fiberglass lay up. Pump stub outs, electrical, service inlets and discharge lines shall be factory installed per A.S.T.M. D3299. Field inlets shall be installed by approved methods and with materials furnished by Technical Sales Corporation. The use of fiberglass pipe, tube or liner embedded into a concrete base does not meet A.S.T.M. D 3753 and will not be accepted. A.4 ALUMINUM TOP WITH 36" x 48" HATCH COVER ACCESS- tested at 6,000# TEST RESULTS UPON REQUEST Aluminum top shall be W thick diamond plate, specially reinforced to 300# psf live load and total loading of 6,000#. Hatch door shall have automatic hold open S/S safety arm and tamper proof S/S hinges. The aluminum top cover shall be through bolted to the top flange to form a robust lid capable of withstanding occasional wheel loads. Wet well tops shall be all aluminum. If a concrete slab is to be installed, the fiberglass top shall include a neck extension for the aluminum hatch for the full thickness of the slab. The use of a concrete top piece, where concrete is exposed to the sewer gases, is not permitted. A.5 FIELD PENETRATIONS AND INLET HUBS: use only the epoxy kits furnished by TSC Field penetrations for inlet hubs and cutouts can be made with a hole or jigsaw and shall be sealed with waterproof epoxy kits furnished by Technical Sales Corporation. Wet well inlets or"hubs" can be field fabricated with short pieces of PVC pipe, pipe coupling or a bell end of gasket joint PVC pipe. Turn the gasket joint"up stream"to make it a flexible connection. Cut a reasonable round hole, insert pipe into wet well, and "mud and wipe" the joint- both inside & outside with the epoxy that is furnished. Material will set up in 15 minutes and form a watertight seal equal in strength to the wet well and influent pipe. Epoxy kits allow all inlets to be field fabricated and installed for the specific job conditions. F/WrSCV/LF/Wet well 48-60-72 Pg 1 of 2,Rev 2005 INSTALLATION INSTRUCTIONS: UNDER GROUND UTILITY WORK AND EXCAVATION IS A SPECIALIZED TYPE OF CONSTRUCTION AND THESE INSTRUCTIONS CANNOT BE SUBSTITUTED FOR SKILL AND EXPERIENCE. USE ONLY EXPERIENCED UNDERGROUND UTILITY CONTRACTORS. OFF LOADING AND SETTING: Fiberglass wet wells are to be lifted by forks, slings or"chokers" and not by chains or cables. During off loading and installation the wet well is to be protected from sudden drops or impacts with hard objects. Wet wells should not be rolled. Lifting lugs are provided for 72" diameter or wet wells over 12 ft deep- contractor shall use a spreader bar for handling larger wet wells. EXCAVATION: CONTRACTOR MUST FOLLOW ALL OSHA GUIDELINES RELATING TO EXCAVATION, SHEETING, SHORING AND TRENCH SAFETY. WETWELL MUST BE SET IN A "DRY' HOLE ON STABILIZED SOIL. INSTALLATION of ANCHORAGE andIPLACEMENT (stabilized bedding required for all methods) There are many methods of installation 'or engineer may direct specific instructions for jobsite conditions. All methods require water (or mechanical forces) to be added to wet well to prevent floatation and bracing or sheeting to prevent shifting of the wetwell. All of these methods utilize the anti-float flange on the wetwell bottom as an embedment in the concrete Recommended method: direct bury of wetwell-compacted area must be larger than the wetwell Step 1) Bottom of excavation must be graded and have a compacted sub-base-either native soil or rock bedding- use 6" of compacted rock or stone where native soil must be undercut or removed. Step 2) Concrete to be placed on the floor of the excavation, then the wetwell is set onto the wet concrete, the concrete pour is continued around the anti-float flange, utilizing the excavation walls as a "form" to insure that the concrete is in contact with the anti-float flange and wall of the wetwell. Another acceptable method of installation is the use of bricks or blocks to hold the bottom of the wetwell up off the ground, which allows the wet concrete to flow under the bottom for full contact. Alternate method: Concrete base- built on site- engineer may direct the wetwell anti-float flange to be imbedded into a concrete base to form a "pre-cast concrete" hold down pad. Pad shall have lift hooks so the pad is lifted. The wetwell and pad is then placed on compacted sub-base per engineer's specifications. Consult the Engineer of record for back fill requirements in areas of unstable soils. BACKFILLING-WET WELL- BACKFILL MATERIAL SHOULD BE PLACED IN 12" LIFTS AND COMPACTED TO A MINIMUM OF SOIL MODULUS OF 700 PSI. SELECTION, PLACEMENT & COMPACTION OF BACKFILL MATERIAL IS CRITICAL TO CORRECT INSTALLATION. SOILS THAT ARE SUITABLE FOR PIPE BEDDING CAN BE UTILIZED. COMPACTION SHOULD BE TIGHT ENOUGH TO PREVENT ANY MOVEMENT OF THE WETWELL. THE CONCRETE ANTI- FLOAT BALLAST SHOULD BE DRY ENOUGH TO SUPPORT THE BACKFILLING AND COMPACTION PROCESS. BRACING & FORMS SHOULD BE REMOVED. BACKFILL-VALVE BOX- MUST HAVE STABILIZED BEDDING, EQUAL TO THE COMPACTION FOR THE WETWELL. THE AREA BETWEEN THE VALVE BOX AND WETWELL SHALL BE HAND TAMPED. F/WrSCV/LF/Wetwell 48-60-72 Pg 2 of 2,Rev 2005 • TECHNICAL SALES CORPORATION JOB: 4621 N. HALE AVENUE 33614 Qs: PH (813)TAMPA 876-9256RIDA FAX (8113) 874-1194 (2) 4" AWWA FLANGED (3) 04" 90' SWING CHECK VALVES 7 FLANGED ELBOWS W/ OUTSIDE LEVER AND WEIGH & FLANGED CROSS S.S. HINGES WITH STAPLE 55' TAMPERPROOF BOLTS PADLOCK OR - O I I I 26" I I I — CENTER — LINE � I i O I I (3) 4" AWWA FLANGED RESILIENT FLUSH CAST ALUM. DROP HANDLE SEAT GATE VALVES NOTE: W/ OPERATING SHUTOFF HAND WHEEL THIS HEADER SYSTEM CONFORMS TO F.D.E.P. AND COMES WITH A DISCHARGE VALVING AND COUPLING DEVICE FOR THE CONNECTION 48" X 48" X 36" COMPOSITE VALVE BOX WITH OF A PORTABLE PUMP 62-604.4(2)(A), 12-26-96. INTEGRAL BOTTOM (H-10 RATED), ALUMINUM TOP & SHUTOFF AND CHECK VALVES ARE PROVIDED IN THE DISCHARGE 48" X 48" DOUBLE DOORS. LOCKABLE HATCH, LINE OF EACH PUMP. A CHECK VALVE IS BETWEEN THE SHUTOFF SS HINGES & HARDWARE. 300 P.S.F. LOADING. VALVE AND DISCHARGE PUMP. THE CHECK VALVE IS NOT PLACED (2) SAFETY ARMS HOLD DOORS OPEN ON THE VERTICAL PORTION OF DISCHARGE PIPING. 90" WITH RED VINYL GRIP BOLTED TO VALVE BOX. 62-604.3(4)(B), 12-26-96; TEN STATES 1978, 32.52. NO VALVES IN WET WELL. 62.604.3(4)(B), 12-26-96: TEN STATES 1978, 32.53. ACTUAL 15/16" 1/4" FLOOR PLATE MAT'L: ALUM. 5085 -40 OPENING --j FRAM E (5) LINK-SEALATHLS-400S) 47" OPEN NG FOR EACH PIPE THRU VALVE BOX S.S. AUTOMATIC BYPASS CONFORMS TO HOLD OPEN ARM A F 64-604.4(2)(A)F.A.C. W/ RED VINYL GRIP 1 1 0 �"FVALCV;-IEBOX 14' t I OPENI G 24• APPROX 1 16" 1 1 APPROX� 35" Y 36 1/4" 1 sorrm sass TO mm t 1 I1 FACTORY INSTALLED A--w SECTION A—A 08" SCH 40 02" SCH 4O PVC DISCHARGE 04" (SHOWN w/o VALVES) PVC (TYP) COUPLING FOR P-TRAP SCH 80 PVC PIPE (3) PIPE SUPPORTS 1- MATERIAL' ALUMINUM 2— LOADING: 300 LBS. PER SQ. FT. 3— 304 STAINLESS STEEL BOLTS 4— APPROX. HATCH WEIGHT: 194 LBS. TSC 4" FLG X FLG DUPLEX HEADER SYSTEM 1/MODEL2" TSC PRE-FAB PUMP SOLUTIONS © TSC4FDH48 R9.DWG(0 EBARA Submersible Sewage Pumps DLFU Specifications Model DLFU Specifications Standard Optional Size 2, 3, 4, 6, 8, 10, 12 inch Range of HP 2 to 60 HP Range of Performance Capacity 13 to 4000 GPM Head 7!to 243 feet Limitation Maximum Water Temperature 1040E 400C Synchronous Speed 1800 RPM Materials Casing Cast Iron Impeller Cast Iron (2 to 60HP) Ductile Iron (150-300 DLFU 40 to 60 HP) Shaft 403 Stainless Steel (2 to 5HP) 420 Stainless Steel (71/2 to 60HP) Motor Frame Cast Iron Fastener 304 Stainless Steel Mechanical Seal Double Mechanical Seal Material—Upper Side Carbon/Ceramic (2 to 60HP) Tungsten Carbide/Tungsten Carbide Material—Lower Side Silicon Carbide/Silicon Carbide(2 to 60HP) Tungsten Carbide/Tungsten Carbide Tungsten Carbide/Tungsten Carbide(150-300 DLFU 50 and 60HP only) Impeller Type Semi-open(2 to 30HP) Enclosed (40 to 60HP) Bearing Prelubricated Ball Bearing Motor Insulation Class F(2-5HP), H (71/2 to 60HP) FM Explosion Proof, Class 1, Three Phase 208/230/460V Division 1, Group C, D Service Factor 1.15 Motor Protection Thermal Detector—Klixons Mechanical Seal Leakage Detector —Float Switch Submersible cable 33 ft. (2 to 5HP) ft. (customer specified) 50 ft. (71/2 to 60HP) Accessories QDC System EBARA Fluid Handling www.pumpsebara.com 2-158 EBARA (t)803 327 5005 • (f)803 327 5097 rev.02/13 EBARA Submersible Sewage Pumps DLFU Model Designation 100 DLF, :U. 6 2:2 .`2"< DISCHARGE SIZE— mm 50mm—2" 200mm —8" 80mm—3" 250mm — 10" 100mm—4" 300mm— 12" 150mm—6" MODEL TYPE DLF/DLMF— submersible sewage pump DLFM/ . DLMFM — FM explosion proof designation GEOGRAPHIC DESIGNATION U — U.S.A. market HERTZ 6 - 60 RATED KW 1.5—2HP 7.5— 10HP 22—30HP �2.2-3HP 11 — 15HP 30-40HP 3.7-5HP 15 -20HP 37 -50HP 5.5 -7'/2HP 18 -25HP 45 -60HP PHASE none—three phase VOLTAGE 2 - 208/230 4 - 460 5 - 575 EBARA Fluid Handling www.pumpsebara.com 2-157 Eat (t)803 327 5005 • (t 803 327 5097 rev.01/02 EBARA Submersible Sewage Pumps DLFU Specifications A. General: Provide submersible sewage pumps suitable for continuous duty operation underwater without loss of watertight integrity to a depth of 65 feet. Pump system design shall include a guide rail system be such that the pump will be automatically connected to the discharge piping when lowered into place on the discharge connection.The pump shall be easily removable for inspection or service, requiring no bolts, nuts, or other fasteners to be disconnected, or the need for personnel to enter the wet well.The motor and pump shall be designed, manufactured, and assembled by the same manufacturer. B. Manufacturer: EBARA International Corporation C. Pump Characteristics: Pumps shall conform to the following requirements: See Pump Curve Number of units Design flow(gpm) Design TDH (ft) Minimum shut off head(ft) RPM 1800 Maximum HP Minimum efficiency at design (%) Minimum power factor at design (%) Voltage/HZ 208/230V 60V/60 Phase 3 D. Pump Construction: All major parts of the pumping unit(s) including casing, impeller,suction cover,wear rings, motor frame and discharge elbow shall be manufactured from gray cast iron,ASTM A-48 Class 30. Castings shall have smooth surfaces devoid of blow holes or other casting irregularities. Casing design shall be centerline discharge with a large radius on the cut water to prevent clogging. Units shall be furnished with a discharge elbow and 125 lb.flat face ANSI flange.All exposed bolts and nuts shall be 304 stainless steel.All mating surfaces of major components shall be machined and fitted with NBR 0-rings where watertight sealing is required. Machining and fitting shall be such that sealing is accomplished by automatic compression of 0-rings in two planes and 0-ring contact is made on four surfaces without the requirement of specific torque limits. Internal and external surfaces are prepared to SPPC-VISI-SP-3-63 then coated with a zinc-chromate primer.The'extemal surfaces are then coated with a H.B.Teneme-Tar 46H-413 Polyamide Epoxy-Coal Tar paint 1. Impellers: a. For units 2 to 5 HP,the impeller shall be radial single or multi-vane,semi-open design. It shall be dynamically balanced and shall be designed for solids handling with a long thrulet without acute turns.The inlet edge of the impeller vanes shall be angled toward the impeller periphery so as to facilitate the release of objects that might otherwise clog the pump.The 2 to 5 HP impeller design shall also include back pump out vanes to reduce the pressure and entry of foreign materials into the mechanical seal area. In addition, a lip seal shall be located behind the impeller hub to further reduce the entry of foreign materials into the seal area. Impellers shall be direct connected to the motor shaft with a slip fit, key driven, and secured with an impeller bolt.The design shall include a replaceable cast iron suction cover.The suction cover shall be designed such that it may be adjusted to maintain working clearances and hydraulic efficiencies. b. For units 71b to 30 HP,the impeller shall be a mixed flow multi-vane semi-open design. It shall be dynamically balanced and shall be designed for solids handling with a long thrulet without acute turns.The inlet edge of the impeller vanes shall be angled toward the impeller periphery so as to facilitate the release of objects that might otherwise clog the pump.The 71h to 30 HP impeller design shall also include back pump out vanes to reduce the pressure and entry of foreign materials into the mechanical seal area. In addition, a lip seal shall be located behind the impeller hub to further reduce the entry of foreign materials into the seal area. Impellers shall be direct EBARA Fluid Handling www.pumpsebara.com 2-159 EWRRA (t)803 327 5005 • (t)803 327 5097 rev.10/11 EBARA Submersible Sewage Pumps DLFU Specifications connected to the motor shaft with a slip fit, key driven, and secured with an impeller bolt.The design shall include a replaceable cast iron suction cover.The suction cover shall be designed such that it may be adjusted to maintain working clearances and hydraulic efficiencies. c. For high head units with 4"discharge,40 to 60 HP shall have a radial multi-vane, enclosed impeller design. It shall be dynamically balanced and shall be designed for solids handling with a long thrulet without acute turns. The inlet edge of the impeller vanes shall be angled toward the impeller periphery so as to facilitate the release of objects that might otherwise clog the pump.A lip seal shall be located behind the impeller hub to reduce the entry of foreign materials into the mechanical seal area. Impellers shall be direct connected to the motor shaft with a slip fit, key driven, and secured with an impeller bolt.The design shall include a replaceable casing wear ring at the pump suction to maintain working clearances and hydraulic efficiencies. d. For units 6"to 12"discharge sizes,40 to 60 HP,the impeller shall be a mixed flow multi-vane enclosed design. It shall be dynamically balanced and shall be designed for solids handling with a long thrulet without acute turns. The inlet edge of the impeller vanes shall be angled toward the impeller periphery so as to facilitate the release of objects that might otherwise clog the pump.A lip seal shall be located behind the impeller hub to reduce the entry of foreign materials into the seal area. Impellers shall be direct connected to the motor shaft with a slip fit, key driven, and secured with an impeller bolt.The design shall include a replaceable casing wear ring at the pump suction to maintain working clearances and hydraulic efficiencies. Optional K-series design: e. For units 2 to 5 HP,the impeller shall be radial single or multi-vane,semi-open design. It shall be dynamically balanced and shall be designed for solids handling with a long thrulet without acute turns.The inlet edge of the impeller vanes shall be angled toward the impeller periphery so as to facilitate the release of objects that might otherwise clog the pump.The 2 to 5 HP impeller design shall also include back pump out vanes to reduce the pressure and entry of foreign materials into the mechanical seal area. In addition,a lip seal shall be located behind the impeller hub to further reduce the entry of foreign materials into the seal area. Impellers shall be direct connected to the motor shaft with a slip fit, key driven,and secured with an impeller bolt.The design shall include a replaceable cast iron suction cover.The suction cover shall contain a grooves) perpendicular to the suction opening to disrupt fibrous solids that may otherwise become lodged between the impeller and suction cover.The suction cover shall be designed such that it may be adjusted to maintain working clearances and hydraulic efficiencies. f. For units 71h to 30 HP,the impeller shall be a mixed flow multi-vane semi-open design. It shall be dynamically balanced and shall be designed for solids handling with a long thrulet without acute turns.The inlet edge of the impeller vanes shall be angled toward the impeller periphery so as to facilitate the release of objects that might otherwise clog the pump.The 71h to 30 HP impeller design shall also include back pump out vanes to reduce the pressure and entry of foreign materials into the mechanical seal area. In addition, a lip seal shall be located behind the impeller hub to further reduce the entry of foreign materials into the seal area. Impellers shall be direct connected to the motor shaft with a slip fit, key driven, and secured with an impeller bolt.The design shall include a replaceable cast iron suction cover.The suction cover shall contain a groove(s)perpendicular to the suction opening to disrupt fibrous solids that may otherwise become lodged between the impeller and suction cover.The suction cover shall be designed such that it may be adjusted to maintain working clearances and hydraulic efficiencies. 2. Mechanical Seals a. For units 2 to 5 HP,double mechanical seals operating in an oil bath shall be provided on all units.The oil filled seal chamber shall be designed to prevent over-filling and include an anti-vortexing vane to insure proper lubrication of both seal faces. Lower face materials shall be silicon carbide, upper faces carbon vs.ceramic, NBR elastomers, and 304SS hardware. Seal system shall not rely on pumping medium for lubrication. b. Units 71h to 60 HP shall be designed to include a double mechanical seal in a tandem arrangement. Each seal shall be positively driven and act independently with its own spring system.The upper seal operates in an oil bath,while the lower seal is lubricated by the oil from between the shaft and the seal faces, and in contact with EBARA Fluid Handling www.pumpsebara.com 2-160 MARA (t)803 327 5005 • (f)803 327 5097 rev.10/11 EBARA Submersible Sewage Pumps DLFU Specifications the pumpage.The oil filled seal chamber shall be designed to prevent over-filling and include an anti-vortexing vane to insure proper lubrication of both seal faces. Lower face materials shall be silicon carbide(tungsten carbide for 150-300 DLF 50&60 HP only), upper faces carbon vs. ceramic, NBR elastomers, and 304SS Hardware. Seal system shall not rely on pumping medium for lubrication. E. Motor Construction: The pump motor shall be an air filled induction type with a squirrel cage rotor,shell type design, built to NEMA MG-1, Design B specifications. Stator windings shall be copper, insulated with moisture resistant Class H insulation, rated for 356°F.The stator shall be dipped and baked three times in Class H varnish and heat shrunk fitted into the stator housing. Rotor bars and short circuit rings shall be manufactured of cast aluminum. Motor shaft shall be one piece AIS1403 for 2 to 5 HP, AIS1420 for 71h to 60 HP, rotating on two permanently lubricated ball bearings designed for a minimum B-10 life of 60,000 hours. Motor service factor shall be 1.15 and capable of up to 20 starts per hour.The motor shall be designed for continuous duty pumping at a maximum sump temperature of 104°F.Voltage and frequency tolerances shall be a maximum 10/5%respectively. Motor over temperature protection shall be provided by miniature thermal protectors embedded in the windings. Mechanical seal failure protection shall be provided by a mechanical float switch located in a chamber above the seal.This switch shall be comprised of a magnetic float that actuates a dry reed switch encapsulated within the stem. Should the mechanical seal fail, liquid shall be directed into the float chamber, in which the rising liquid activates the switch opening the normally closed circuit. For units 2 to 30 HP the float body and float shall be a polypropylene material with a 316SS stopper. Units 40 HP and greater, the float switch components shall be 304SS.The motor shall be non-overloading over the entire specified range of operation and be able to operate at full,load intermittently while unsubmerged without damage to the unit. Power cable jacket shall be manufactured of an oil resistant chloroprene rubber material, designed for submerged applications.Cable shall be watertight to a depth of a least 65'.The cable entry system shall comprise of primary, secondary, and tertiary sealing methods.The primary seal shall be achieved by a cylindrical elastomeric grommet compressed between the motor cover and a 304SS washer. Secondary sealing is accomplished with a compressed 0-ring made of NBR material. Compression and subsequent sealing shall preclude specific torque requirements.The system shall also include tertiary sealing to prevent leakage into the motor housing due to capillary action through the insulation if the cable is damaged or cut.The cable wires shall be cut, stripped, re-connected with a copper butt end connector,and embedded in epoxy within the cable gland.This provides a dead end for leakage through the cable insulation into the motor junction area.The cable entry system shall be the same for both the power and control cables. F. Guide Rail system: Design shall include two(2)304SS schedule 40 guide rails sized to mount directly to the quick discharge connector, QDC, at the floor of the wetwell and to a guide rail bracket at the top of the wetwell below the hatch opening, (refer to project drawings). Intermediate guide brackets are recommended for rail lengths over 15 feet. Guide rails are not part of the pump package and shall be supplied by others. The QDC shall be manufactured of cast iron,ASTM A48 Class 30. It shall be designed to adequately support the guide rails, discharge piping, and pumping unit under both static and dynamic loading conditions with support legs that are suitable for anchoring it to the wetwell floor.The face of the inlet QDC flange shall be perpendicular to the floor of the wetwell.The discharge flange of the QDC shall conform to ANSI 1316.1 Class 125. The pump design-shall include an integral self-aligning sliding bracket. Sealing of the pumping unit to the QDC shall be accomplished by a single, linear,downward motion of the pump.The entire weight of the pump unit shall be guided to and wedged tightly against the inlet flange of the QDC, making metal to metal contact with the pump discharge forming a seal without the use of bolts, gaskets or 0-rings. A stainless steel lifting chain of adequate length for removing and installing the pump unit is recommended.The chain shall have a round link with a 2-'/4" inside diameter every two feet.This link will allow for a sliding pinch bar through the link to pick the chain, more than once if necessary, at multiple intervals during pump removal and installation. EBARA Fluid Handling www.pumpsebara.com 2-161 EaAaA (t)803 327 5005 • (f)803 327 5097 rev.10/11 w3iowCustomer Pump Performance Datasheet FCdiA Reference Ebara Quotation System 18.5.6 Item,number- :001 Product Description -100DLFU62:2 Service, ;:,Stages Quantity Based oncurve number DL-C614-9203 Quote'number 775376, Date last saved : 14 Feb 2019.12:49 PM Operating Conditions Liquid m Flow,rated :145.0 USgpm Liquid type :Water Head,rated(requested) :25.5 it Additional liquid description Head,rated(actual) :25.6 ft Solids diameter,max :0.00 in Suction pressure,rated/max :0.00/0.00 psi.g Solids concentration,by volume :0.00% NPSH available :Ample Temperature :68.00 deg F Frequency :60 Hz Fluid density : 1.000/1.000 SG Performance Viscosity : 1.00 cP Speed :1730 rpm Vapor pressure,rated :0.00 psi.a Impeller dia. :6.06 in Material Impeller diameter,maximum :6.30 in Material selected :Cast Iron Impeller diameter,minimum :5.71 in Pressure Data Efficiency :47.40% Maximum working pressure : 13.28 psi.g NPSH required/margin required :-/0.00 ft Maximum allowable working pressure :N/A Ns(imp.eye flow)/Nss(imp.eye flow) :2,812/-US Units Maximum allowable suction pressure :N/A MCSF :57.93 USgpm Hydrostatic test pressure :N/A Head max. :30.7 ft Driver&Power Data(@Max density) Head rise to shutoff :20.31 % Driver sizing specification :Rated power Flow,best eff.point :251.4 USgpm Margin over specification :0.00% Flow ratio,rated/BEP :57.68 Service factor :1.15(Fixed) Diameter ratio(rated/max) :96.25% Power,hydraulic :0.9 hp Head ratio(rated dia/max dia) :89.62% Power,rated :2.0 hp Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] :1.00/1.00/1.00/1.00 Power,maximum :2.5 hp Selection status :Acceptable Motor rating :3.0 hp 12.2 kW(Fixed) 3.2 2.4 Pow I 1.6 a 0.8 0.0 40 100 ®MCSF 36 90 6.30 in 32 80 28U0 In 70 24. 60 20- CU 50 C Ltriciancy = 16 40 W 12 30 8 20 4 10 LL] - 0 0 50 100 150 200 250 300 350 400 450 Flow- USgpm TECHNICAL SALES CORPORATION Pumps America Corporation 4621 N.HALE AVE., TAMPA,FL 33614 USA Tel:813-876-9256 Fax:813-874-1194 tsctampa.com EBARA Submersible Sewage Pumps DLFU i Dimensions Project: Model: ChWd: Date: Model DLFU with Quick Discharge Connector 50DLFU, 2HP 21/,6(65) 31%(800) 29/,6(65) 80DLFU, 2HP 100DLFU, 2 to 5HP I- =__ - N 0 + - I ILL. L3 D! N 1%(35) C___--- -- -- _ Manhole dimensions in Guide pipe support floor frame installation Floor Frame 1/4(70) 0) Bolt 2-1/z X 13/16, rn Submersible Cable 2'/,6(56 f e SGP i" u M1 , N1 O i fl n QTY-(h)HOLES ' a M21i I .N2 eo I CD 0 I �- Flange (ANSI 125 PSI F F) 1 i L.W.L. inch 0 e f t n h 1 2 4"A 6 5/a 4 'A Cr ' 3 6 71/z 3/, 4 3A a I 4 7'Iz 9 'Sl/6 8 3/a mm 4—H Holes ' 0 e1 f t I n I_h B A 50 121 1 152 i6 4 19 Bolt 2—5/e 16) 80 152 191 1 19 1 4 1 19 3'Shs 100 191 229 1 24 1 8 1 19 (100) Dimensions: inch SIZE OUTPUT QDC QOC PUMP&MOTOR WEIGHT Lb PHASE MODEL MODEL 0 kW HP A B C H J M, Mz N, Nz P R S e1 F G L Q T U PU P 213 50DLFU61.5 1.5 2 LM65 87/,e 6 33/4 '/z 511z fish- 3% j411/,6 14 13/a 5"l,e 9tet,6 7'/z 2% lolls 16'le 8'/a 7'1,6 2951a 1'Sls 132 31 80DLFU61.5 1.5 2 LM80 8'/1a 65le 39%,e M. 6'/e 6'/z 39/a S/Ja 115/1s 6'!a 11'/. 9'/,s 3 l i'/z 20'le 95/s 8'/a 311/,e 2ahs 148 37 THREE 3/4 104DLFUfi1.5 1.5 2 LM80 $Th6 8'/, 3a/,a ah6 fills T b6 38/,6 115ks 67/a 11"h6 9'!s 3 10'/z 19'he 95/s Th 301/e 1 170 37 100DLFU62.2 2.2 3 LM80 87/1a 8'/a 3a1,6 a/16 6'!a TVs 3a/,a 4'sl,a 1t5/16 6'/a 11"h6 9'l,s 3 11'la 20'/z 9sla $"ha 3131a 1 198 37 100DLFU63.7 3.7 5 LM80 $'he 8'/, 33hs Vis 6'/a 7"hs 3a/,6 415/16 116/16 6'/a 11"/,6 9'/,6 3 111h 201h Wh 811/1s 33% 1 216 37 Dimensions: mm SIZE OUTPUTODC ODC PUMP&MOTOR WEIGHT k PHASE MODEL Mz Ni Nzr145 R S rII1r2637 G L Q T U PUMP ODIC g kW HP MODEL A B C H J M, 50180 50DLFU61.5 1.5 2 LM65 215 153 95 12 140 160 95 120 45 250 190 65 464 210 1$0 753 50 6414 80DLFU61.5 1.5 2 LM80 215 168 90 15 155 165 90 125 50 285 230 80 511 245 210 789 65 67 17 THREE 801100 100DLFU61.5 1.5 2 LM80 215 210 90 15 155 195 90 125 50 300 230 80 494245 200 785 25 77 17 100DLFU62.2 2. LM80 215 210 90 15 155 195 90 125 50 300 230 80 521 245 220 807 25 90 17100DLFU63.7 .7 5 LM80 2i5 2i0 9O 15 155 195 90 125 50 175 300 234 80 521 245 220 847 25 98 17 *Note:All 80DLFU dimensions are based)on 3"discharge. All 10ODLFU dimensions are based on 411 discharge. EBARA Fluid Handling 2-198 www.pumpsebaTa.com rev.01/02 EBARA (t)803 327 5005 - (f)803 327 5097 EBARA Submersible Pumps DLU, DVU, DGUII, DGFU, DLFU, DVFU, DDLFU Motor Specification Project: Model: Chk'd: Date: 4 Pole Motor Specification - Model DLFU, DLMFU, DVFU, DDLFU FM Explosion Proof Option ❑ LOCKED CABLE PERFORMANCE DATA OUTPUT RATING INSULA- RESISTANCE ROTOR OVERLOAD No, GAUGE AT RATING POINT PHASE VOLTAGE CURRENT SPEED CURRENT TION PROTECTION TYPE OF LENGTH EFFICIENCY POWER AT20°C Symbols HP kW V A min-, A CLASS COND mm' AWG Ft. o OHMS /o FACTOR/o 208/230 6.8/6.6 1720/1740 42.7/47.3 75.0177.6 81.5173.4 1.54 2 1.5 THREE 460 3.3 1740 23.7 2l0.75 #14/#18 77.6 73.4 10.1 EB 208/230 9.2/9.2 1730/1740 56.5/63.0 77.5171.3 85.6/84.0 1.59 3 2.2 THREE 460 4.6 1740 31.5 SNAP 210.75 #14!#18 33 713 84.0 5.87 EB 2081230 15.0/14.2 1720/1740 88.0/98.0 78.9173.6 86.7188.7 0.97 5 3.7 THREE 460 71 1740 49.0 �W'A 35/0.75 #12/#18 73.6 88.7 3.38 EB 7112 5.5 THREE 208/230 22.4121.6 1735/1745 115/129 8/0.75 #8/#18 78.8175.7 86.4/84.3 0.49 EM 460 10.8 1745 64.3 1 75.6 84.4 1.82 10 7.5 THREE 208/230 31.2/29.2 1735/1745 1601177 415 810.75 #81918 76.8A6.9 86.8/83.7 0.37 EM 460 14.6 1745 88.5 76.9 83.7 1.36 15 11 THREE 208/230 42.8/39.2 1750/1760 224/252 BUILT-IN 8/0.75 #81#18 79.5181.0 89.686.9 0.29 EM 460 19.6 1760 126 H THERMAL 81.0 86.9 1.04 2081230 58.2155.2 1755/1765 333/373 80.3179.6 89.0185.6 0.18 20 15 THREE 460 27.6 1765 186 DETECTOR 14/0.75 #6/#18 79.6 85.6 0.65 EM 2081230 72.8166.6 1760/1765 345/363 80.9181.9 87.1/85.1 0.13 25 18.5 THREE 460 33.3 1765 191 W1 14/0.75 #61#18 40 81.9 85.1 0.44 EM 30 22 THREE 2081230 82.41TI.6 1760/1765 405/456 852/84.7 86.9/84.0 0.10 460 38.8 1765 228 2210.75 #4/#18 84.7 84.0 0.35 EM 208/230 107/99 1760/1770 704/776 88.11892 88.0/852 0.066 40 30 THREE 460 49.5 1770 389 14+1410.75 B6+#61#18 892 852 0225 EM 208/230 134/129 1765/1770 7721870 88.0/86.9 86.9182.6 0.039 50 37 THREE 4+4/5 22+2210.75 #4+#41#18 EM 460 64.5 1770 435 86.9 82.6 0.128 60 45 THREE 208/230 1621155 1765/1770 932/1045 22+22/0.75 14+#4/#18 68.61872 86.9/83.3 0.032 EM 460 77.5 1 1770 523 87.2 83.3 1 0.103 EBARA Fluid Handling www.pumpsebara.com 2-318 EBARA (t)803 327 5005 • (0 803 327 5097 rev.10/11 midW O O CDO (NT O CT O N (J1 C. N O _ C CDO a Ji v O N � tll v CT W N x C � it V iv in `2 w y � M o, cx � � � M M MM � n o m m m m m m m m m m m m Cn O CO m m m m m m m m m m m m V -e c.ncn ,i N 0 � CD Q C N N N N N N N N N N N N 0 p Q o 0 0 0 0 0 0 0 0 0 0 o N m w O_ °' °° rn m rn Cb rn °° °' m o rn �° rn �° $ �° rn w <1 ID C' o W o W o W o W o �`NJ o W o o W o NW o o w o W a �o 3 o 0 0 0 0 0 0 0 0 0 0 o m fD (D p CL M W = N 2 CCn co N GACn L7 C OO a:) + + + CAC8Qa 6. O>Q A o I N to V A A A Q C t t t A A A A A A A A A Z'na] C A A A p m /� :] li -`° v rn A p a 0 C m w .n 0 0 0 0 0 0 0o 0 0 ,o o O D N W oN1 N m M WN O (N)1 CNII 3 C v m -n C C m C p v TI T CA p Cn Cn p A ;A A N 3 C v V V co V W W W A A A to to 3 O o c r — N N N N N N N A A A A A R3 Z v m y, M CD .n x C A A W A W W p p W N N N Q y fV N co m OD co to A A CA N IV v CD= cn 0 r _ _ N PIZ N V N V V s O O A A Q CD QO oNi A W A A Z i W -W+ C� CZ m v ICD n O C7 i C7 -n in N N N fT Co Co ra p Cn co a "m� CD v G N Q C W CS CA 41 CDCT CO. wQ-�D X r Cp n N1 m C EBAR,A.Submersible Pumps DLU, DVU, DGUII, DGFU, DLFU, DVFU, DDLFU Thermal Detector Cable Project: Model: ChWd: Date: Control Cable— Model DGFU, DLFU, DVFU, DDLFU OUTPUT NUMBER DETAILS OF CONDUCTOR INSULATOR SHEATH CABLE CONDUCTOR VOLTAGE GAUGE RESISTANCE PHASE OF THICKNESS THICKNESS O.D. HP FkW V AWG COND. OTY/Dia OF WIRE DIAMETER mm mm mm AT( C) PCs/mm mm Qlkm 2 1.5 SINGLE 2081230 to to THREE /460 #18 5 1610.25 1.2 0.76 2.2 12.32 24.23 60 45 EBARA Fluid Handling www,pumpsebara.com 2-322 Eat (t)803 327 5005 • (t7 803 327 5097 rev.01/02 - 4 EBARA Submersible Pumps DLU, DVU, DGUII, DGFU, DLFU, DVFU, DDLFU Motor Wiring Diagram Project: Model: Chk'd: Date: Manual Operation Type- Three Phase Model DLFU, DVFU Output 2 to 5HP 208/230V G L2 G - GRN so L, — RED —T, —T7 L2—WHT—T2—T8 1-3— BLK—T3—T9 T8 T2 T4-T5-T6-T10-T11 -T12 P,— RED P2—WHT T1, T5 P3— BLK T4 T12 P4—OR G -GRN T, T9 L1 T10 T8 R T7 T3 T L3 P, 0-0 0-0 o----� P2 0 THERMAL PROTECTOR P3 P4 LEAK DETECTOR Ili G EBARA Fluid Handling www.pumpsebara.com 2-328 EBARA (t)803 327 5005 9 (f)803 327 5097 rev.01102 EBARA.Submersible Pumps DLU, DVU, DGUII, DGFU, DLFU, DVFU, DDLFU Motor Data Project: Model: Chk'd• Date: Models DLFU, DVFU Three Phase 2 to 10HP 60HZ 208/230V FM Explosion Proof Option ❑ Model ZDLX(DL) ZDLX(DL) ZDLX(DL) ZDLX(DL) ZDLX(DL) Output /= HP 2 3 5 71 10 kW 1.5 2.2 3.7 5.5 7.5 Name- Phase 3 3 3 3 3 Plate Poles 4 4 4 4 4 Rating Volts V 208/230 208/230 208/230 208/230 208/230 Amperes A 6.8/6.6 9.2/9.2 15.0/14.2 22.4/21.6 31.2/29.2 Speed min-' 1720/1740 1730/1740 1720/1740 1735/1745 1735/1745 Insulation Class H H H H H Start Capacitor pF Run No Load Amperes 3.8/4.4 3.8/5.0 4.8/6.1 7.0/8.5 9.8/12.5 Test Watts 200/240 250/350 300/400 2751348 386/502 Resistance at 20°C OHMSI 1.54 1.59 0.97 0.49 0.37 Current Amp. 6.8016.60 9.20/9.20 15.0/14.2 22.4/21.6 31.2/29.2 100% Efficiency % 75.0f77.6 77.5f71.3 78.9/73.6 78.8f75.7 76.8176.9 Load Power Factor % 81.5f73.4 85.6/84.0 86.7/88.7 86.4/84.3 86.8/83.7 Speed min' 1722/1742 1733/1747 1725/1742 1736/1745 1735/1746 Locked Rotor Torque % 327/407 255/314 240/296 167/203 188/229 Locked Rotor Current Amp. 42.7/47.3 56.5/63.0 88.0/98.0 115/129 160/177 Vibration Micron 15 15 15 15 15 Noise Phon(50cm) 65 65 65 65 65 Number Starts Per Hour 20 1 20 1 20 1 20 20 Design Standard NEMA(MG 1 Design B) Voltage Tolerance % t 10 Frequency Tolerance % t 5 (Ref.data Mfr's Symbols) EB EB I EB I EM EM EBARA Fluid Handling www.pumpsebara.com 2-335 EBARA (t)803 327 5005 • (fl 803 327 5097 rev.10/11 TSC 38D - FIBERGLASS ENCLOSURE AND JUNCTION BOX DUPLEX CONTROL PANEL-SHALL CONFORM TO FL, DEP 64-604.42(A) THREE PHASE WIRING DIAGRAM CONTROL PANEL SHALL BE TSC MODEL # 38-D IN NEMA 4X U-RED V-WHITE W-BLACK FIBERGLASS ENCLOSURE. THE PANEL SHALL MEET STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION (DEP), ENVIRONMENTAL PROTECTION COMMISSION (EPC) AND LOCAL CODE REQUIREMENTS sP GOVERNING PRIVATE LIFT STATIONS. MOB MfBt MS i OL'S FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED 2 --T — -�-PUMPt AND INTRINSICALLY SAFE. PANEL SHALL BE UL LISTED. ECB I I MB2 MS 2 oL's A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS 1 GR°�P�s`3 —Tr`z ° �?�—PUMP2 BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS h ""- ENTRY INTO CONTROL PANEL. PM 4 ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT 5 N WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL'CODES. CONNECTION POINT "A" THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT F1 CCB DRB R SETTLING OR TIPPING. PM vM ETM 1 a THERMAL 1 TTS OL's MS 1 Bs 810 Q CONTROL PANEL LAYOUT THERMAL 2 TTS oL'S s 2 813 B74 F 2 SEAL PROBE 1 eN R2 1A Bi B2 13 14 F 3 SEAL PROBE a R3 DRB CCB M81 M82 MCB EB GR ® MOISTURE(1 i 1A B 5 16 EALFAIL 1t3 4 MOISTURE 121 i R3g $EAL FAIL 2 AL 0 gooml, 1 2 4 5 fi ALTERNATOR O DUPLEX C a 9101112 CONTROLLER SF1 SF2--SEAL FAIL® GENERATOR INDICATOR INTERLOCK AH I @ @ ETM 1 ETM2 Q PRESS ALARM AND RUN LIGHTS SAFETY DOOR FR 4 TO HOA ALUMINUM INNER 7 SILENCE POWER LIGHT DOOR REINFORCED &28ALARM AL (4) FLOAT LIGHTS ON ALL SIDES FR 3 FL �AH ` , LOCKING HASP gp/LEAD/LAG FR 2 Rt SELECTOR 4 0000 LEAD �B R1 DR(GFI) 1� t 2 Rt 2 7 ALTERNATOR TEST pFF 3 t PANEL WIRING DIAGRAM SHOP T?GHT. SEALS POURED GAS ALTERNATOR E ALL PANELS SHALL CONFORM TO FLORIDA DEP 17-604 400 DUPLEX APPLETON TO PR ENT SEWER GAS ENTRY (D GENERATOR RECEPTACLE FOR EMERGENCY INTO PANEL POWER CONNECTION WITH INTERLOCK t1 'm # V SURGE PROTECTION AND LIGHTNING 4 REQUIRED D BY SEPARATE FLOAT T PROTECTION ON ALL INCOMING LEGS ERMINA L STRIP (1) FLOAT CONTROL CABLES PHASE PROTECTION SHALL BE PROVIDED NEMA 4X Lift 1 1 PUMP POWER CABLES � 12 X 12 X 6 THE>sMa. TH L:J SEAL FAIL DETECTING FIBERGLASS JUNCTION BOX ®ORD ®� ME �5 ALTERNATOR DUPLEX CONTROLLER W/ALUMINUM SUS PumPS TERMINAL PUMP2 TEWMAL PANEL AND (5) ETM- ELAPSED TIME METER FOR PUMP FLOW TERMINAL STRIPS PUMPS-- FIELD INSTALL DUCT SEAL SHOWN OPEN FLOATS PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP FOR CLARITY FURNISH (2) CONDUITS TO WETWELL 2" MIN NEC CODE REQUIRES SEPARATE NEUTRAL AND GROUND WIRES TECHNICAL SALES CORPORATION 2 HP = 50 AMP SERVICE —� 3, 5 & 7 HP = 60 AMP SERVICE 4621 N. HALE AVE. 10 & 15 HP = 100 AMP SERVICE TAM PA, FL 33614 20 & 25 HP = 200 AMP SERVICE (813) 876-9256 FAX (813) 8764-1194 TSC38DFG ThreePhase.dwg 1/09 TSC38-D TSC MODEL 38-D DUPLEX PUMP CONTROL PANEL Panel meets or exceeds Florida Department of Environmental Protection—FDEP (FAC 17-604) The control panel shall be UL-508-A Listed and operate (2) electric submersible pumps on a low voltage (5 V DC) intrinsically safe control system (per FDEP/ 10 STATES STANDARDS) A. Fiberglass Enclosure-NEMA 4 X—exterior, rain &watertight with Lockable Hasp The enclosure shall have an aluminum interior"dead front"panel door and a factory supplied back plate that allows components to be securely mounted. The dead front door shall have a 115 volt GFI duplex receptacle. Run lights and control switches shall be mounted on the DUPLEXOR control device. (The use of 120-volt controls is not allowed). B. High Water Alarm System-Light and Horn-A flashing red light in a weatherproof fixture shall be mounted to the side of the enclosure. An audible weatherproof alarm bell/horn with an exterior alarm- silencing button shall de-activate the audible but maintain the visual alarm until the fault is corrected. C. DUPLEXOR(ALTERNATOR) Level Control System -Intrinsically Safe Low Voltage- s volt DC operation The level control system shall be a 12 pin,plug-in, field replaceable solid-state device. The DUPLEXOR shall ALTERNATE PUMPS and include (2)H-O-A(Hand-Off-Automatic) switches,LED indicating lights for each pump and all 4 float switches. The DUPLEXOR shall have a lead-lag alternator selector switch and alternator test switch. The DUPLEXOR control system will start, stop and alternate pump motors in response to the wet well level. On a falling level, lowest float switch(FSI- PUMP OFF) shall close, locking the pumps into a common "pumps off'. As the level rises, second float switch(FS2-PUMP ON) shall close at the "lead pump on" level and automatically alternate and select the lead pump. Should the liquid level continue to rise faster than one pump can handle,the third float switch(FS3-LAG/BOTH PUMP ON) shall close at the"lag pump on" level starting the lag pump. As the pumps run, lowering the liquid level,the switches shall open in reverse order. The fourth float switch(FS4-HIGH WATER ALARM) shall activate only if the liquid level continues to rise, causing both the audible alarm and the light(visual) alarms to activate. The DUPLEXOR shall provide for time delay starting of the lag pump-preventing both pumps from starting at the exact same time. This feature prevents an amp rush that could cause a nuisance trip. In the event of a float switch failure-the DUPLEXOR shall provide operation to keep the pump station from overflowing by operating on any (2) switches. D. PANEL FEATURES-REQUIRED BY F.D.E.P. OR NATIONAL ELECTRICAL CODE (N.E.C.) Weatherproof schematic wiring diagram shall be permanently affixed to enclosure door. Terminal blocks shall be located far enough away from the enclosure side(s)to permit convenient connection of incoming wires per N.E.C. code. F/FS/TSCV/ST/38DSSPane1 Rev 10/04 pgI TSC38-D Itemized listing to panel schematic: OGENERATOR RECEPTACLE-for emergency power connection with interlock device 0 LIGHTNING ARRESTOR&TRANSIENT SURGE PROTECTION(TVSP) Device shall be provided for each leg of incoming power and mounted onto the exterior side of the enclosure. (Local code may require additional devices-to be furnished by jobsite electrician.) 33. PHASE PROTECTION DEVICE-prevents phase reversal& over/under voltage ngle or Three Phase Service-adjustable voltage monitor shall be installed for sensing low voltage,high voltage and voltage loss, or phase reversal. Upon sensing any of the faults,the control circuit shall de-energize the pumps and automatically restore service upon return to,normal power. Alarm circuits shall continue to operate provided proper voltage is still active. O SHAFT SEAL LEAK DETECTORS- detects motor seal failure O5 PUMP ALTERNATOR-DUPLEXOR- See above"Section C" @ ELAPSED TIME METERS (ETM)-for measuring station flow E.Junction Box-NEMA 4X molded fiberglass-attached to panel with(2) gas tight"Appleton" seals- mounted and poured with"cheeco"compound to prevent entry of sewer gases into the enclosure. Terminal strips for float switches and blocks for pump motor connection shall be provided. (Wire nuts are not allowed.) F. Circuit Breakers -Thermal magnetic molded case- (1)per pump, control circuit and GFI receptacle. (Combination IEC type overload/breakers are not acceptable) G. Motor Starters—NEMA-Rated for 20 starts per hour-open frame, across the line, 120-volt coil, magnetic starter shall be furnished for each pump motor. The contacts and overload relays shall be easily replaceable without removing from mounted position. Overload relays for each leg, shall be block type utilizing melting alloy spindles and shall have visual trip indication. (Adjustable type-IEC- or definite purpose contactors are not acceptable.) F/FS/TSCV/ST/38DSSPane1 Rev 10/04 pg2 © DUPLEXER te: - ON POl1E/t H p�A �� N.O. a r U61P !FaD PUMP 2 C01V7ROLLEI? ow LEAP C U US 0 secEcr PU HOLD r0 1 2 MOTOR _ OSIMULArCLEva PROTECTION LISTED ELECTRONICS UL FILE#E101681 FEATURES: Float or Conductance Probe Level Inputs Duplex Alternation Level Input Indication Pump Call Indication UL Listed only when High Level Alarm Indication used with an Power On Indication SD12 or SD12-PC socket. Surge Protected Level Inputs Power Up and Lag Pump Delays Level Simulation Push-Button 3.60" HOA and Lead Select Switches Pump Call and High Level Alarm Relays THE U.S.MADE/. A. RS232 Serial Port with Modbus Protocol DESCRIPTION The DUPLEXER is a low cost SCADA ready pump controller U Ul U U U designed to perform level control for duplex lift station applications. The level inputs can be connected to either four float switches or to a conductance probe. The Duplexer provides a 10 second power- _ up start delay, 5 second lag pump delay, and duplex alternation. LEDs provide power on status, level input status, pump call status, and high level alarm status indication. Pump 1&2 call and high level alarm relays are provided. HOA and lead select toggle 0 0 0 0 0 0 switches are also provided. The high level status indication latches ® 2 85" upon high level, until reset by pressing the reset push-button (the relay does not stay latched). Level simulation is accomplished by 0 0 0 0 0 0 pressing and holding the push-button. Releasing the push-button allows the simulated level to return to normal. Connecting the serial port to a SCADA system allows the lift station to be monitored and controlled remotely. By connecting a programming device to the serial port, a number of settings may be accessed to 3.60" customize the unit. ALARM PUMP 2 PUMP 1 GND NEU 120V I I I 1 SPECIFICATIONS 6 5 4 a 2 1 1 1 1 Input Power: 120VAC±10%, 1OVA max T T 7 Relay Outputs: 6A Resistive @ 120VAC ❑ 3.6A Inductive @ 120VAC Agency Approval: UL 508, CAN/CSA 7 a 9 10 11 12 Indicators: LED's COM OFF LEAD LAG ALARM Sensor Output Voltage: ±12V Square wave Sensor Output Current: ±1.2 mA max(per sensor) Operating Temp: -20 to+60 °C ORDERING INFORMATION Storage Temp: -45 to+85 °C Enclosure: Lexan Part Number: 010-120-122P 2464 Vulcan Road,Apopka, Florida 32703 (407)299-3825 • Fax(407)294-9435 SO= FLUT °ea" whik Mercury-activated, narrow-angle float switch designed to activate pump control panels and alarms. This narrow-angle sensing device is used to accurately monitor liquid levels in sewage and non-potable water applications. The Sensor Float®control switch is not sensitive to rotation and is suitable for use with intrinsically sage circuits. Contact SJE-Rhombus regarding specific intrinsically safe applications. Normally Open Model The control switch turns on (closes)when the float tips slightly above horizontal signaling a high level, and turns off(opens) when the float drops slightly below horizontal. suspended cable 4MG3 � E Suitable for use with intrinsically safe circuits. Not sensitive to rotation Control differential of.5 1 cm above or below horizontal. CABLE ( ) WEIGHT V UL Listed for use in non-potable water and sewage. tether approximate ngth activation level CSA Certified. Three-year limited warranty. EAR. Cable: flexible 18 gauge,2 conductor (UL,CSA)SJOW,water resistant sb (CPE)jacket Float: 3.38 inch diameter x 4.55 inch long, (8.58 cm x 11.56 cm),high impact, corrosion resistant, PVC housing for use in sewage and TYPICAL DUPLEX CONTROL FLOATS non-potable water up to 140°F (60°C) CONTROL Maximum Water Depth: 30 feet(9 meters), FLOATS ARE: "OPEN" (OFF) HANGING DOWN 13 psi "CLOSED" (ON) TURNED UP Mercury Tilt Switch: single pole,single throw, mercury to mercury contacts, hermetically sealed in a steel #4 ALARM capsule and epoxy sealed in the float housing. ALARM AND HORN Electrical: 5 amp, 120/230 VAC,50/60 Hz #3 LAG/BOTH ON T BOTH PUMPS ON (�j�,�• #2 ON � o T ors CYCLE SALES CORP. PUMP cYCL 4621 N. Hale Avenue #1 OFF Tampa, FL 33614 (813)876-9256 FAX(813)874-1194 FLOATS ARE SHOWN IN THE (ON) POSITION F/FS/TSCV/SJ/SensorSpecDuplx4