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HomeMy WebLinkAbout20-22387 CITY OF ZEPHYRHILLS 5335-8th Street / (813)780-0020 f22387 ELECTRICAL PERMIT C :PERMIT INFORMATION LOCATION-INFORMATION Permit#:22387 Issued: 1/28/2020 Address: 39805 HARVEST CREEK 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: 24-26-21-0090-OOA00-0000 CONTRACTOR INFORMATION OWNER.INFORMATION Name: RALPH A PHILBROOK III, L.L.0 Name: HIDDEN RIVER HO ASSOC INC Addr: 3316 BAINBRIDGE DR Address: 1631 EAST VINE ST STE 300 HOLIDAY, FL 34691 KISSIMMEE, FL 34755 Phone: (727)847-3766 Lic: Phone: Work Desc: ELECTRICAL FOR NEW L/S WHICH IS PRIVATELY OWNED APPLICATION,FEES ELECTRICAL FEE 75.00 ROUGH ELECTRIC INSPECTIONS QUIRED . CONSTRUCTION POLE PRE-METER FINAL F 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 rinspection,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 24-26-21-0090-OOA00-0000 I Pasco County Property Appraiser Page 1 of 1 Parcel ID 24-26-21-0090-OOA00-0000 (Card: 1 of 1) Classification 09600-Sewg/Waste Land Mailing Address Property Value HIDDEN RIVER HOMEOWNERS Ag Land $0 ASSOCIATION INC Land $0 1631 EAST VINE ST Building $0 STE 300 Extra Features $0 KISSIMMEE, FL 34755 Physical Address Just Value $0 39805 HARVEST CREEK LANE, Assessed $0 ZEPHYRHILLS, FL 33540 39847 HARVEST CREEK LANE, Non-School Taxable Value $0 ZEPHYRHILLS, FL 33540 School District Taxable Value $0 Legal Description (First 200 characters) See Plat for this Subdivision HIDDEN RIVER PHASE ONE A PB 74 PG 101 TRACT A (CONVEYED PER PLAT) Jurisdiction CITY OF ZEPHYRHILLS Land Detail (Card: 1 of 1) Line Use Code IDescription Zoning Units Type jPrice jConditio#alue 1 1 9600V , PP1-1 Waste Land MPUD 27.42 1 AC ,'$18,810.00, 1.00 $0 Additional Land Information Acres Tax Area FEMA Code Res Code Com Code Condo Code 27.42 30ZH -- 3ZHS 3ZHS 3ZHS Building Information (Card: 1 of 1) Unimproved Parcel Extra Features (Card: 1 of 1) Line jCode IDescription IYear Units lValue No Extra Features Sales History Previous Owner: HIDDEN RIVER HOMEOWNERS Month/Year Book/Page _ Type DOR Code Condition jAmount 05/2019 9899 / 3229 Quit Claim Deed 11 Vacant $0 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 Vacant $0 12/2005 6748 / 0889 Warranty Deed Vacant $0 https://search.pascopa.com/parcel.aspx?parcel=212624009000A000000 1/28/2020 Lift Station#4 813-7& 0020 City of Zephyrhllls Permit Application Fax atsTsaoDs' Bultdin9 Department r Dab R—lved .Phono.Ccntact for P.ermledng..F727 .445 Owner's Name' I liddcn River Homeowners Association btc Owner Phone Number (�'' ovmr'aAddress 1631 East Vinc St.,STE,300,Kissimmee,FI'.34755 Owner phone Number I. Coiner PhawNumber JOB"ADDRESS 39905 Harvest Creek Lane;.7ephyritills,Fl.33540 LOT# SUBDIVISION 1lidden Rivers j PARCEL ID# 24-26-21-00.90-00A00-0000 (OBTAWED FROM PROPERTMTAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT I 1 SIGN = = DEMOLISH e INSTALL e REPAIR PROPOSED USE SFR. Q COMM Q OTHER TYPE OF CONSTRUCTION = BLOCK = FRAME .© STEEL, _ DESCRIPTION OF WORK Electrical service for Waste water lift station,100 amp.1201240 volt,3 phase BUILDING SIZE SO FOOTAGE= HEIGHT;'—� BUILDING S VALUATION OF TOTAL CONSTRUCTION ELECTRICAL Is 6,750.00 7 AMP SERVICE 100 DUKE ENERGY X® W.R.E.C. =PLUMBING $ =MECHANICAL S VALUATION OF MECHANICAL INSTALLATION =GAS = ROOFING Q SPECIALTY= OTHER FINISHED FLOOR ELEVATIONS E= FLOOD ZONE AREA =YES NO BUILDER GNATU COMPANY SIGNATURE jjj REGISTERED I V IN 'FEE CtviREn Address Ucense# ELECTRICIAN �n j1 COMPANY Ralph A Philbrook 111,LLC SIGNATURE /" REGISTERED I Y/N' FEE(LIRREI Y/N Address 3316'Bainbridge Dr.'1loliday,FI.34691 LIcenso;a I EC0001906 PLUMBER T� COMPANY SIGNATURE l REGISTERED I Yf N', fW4CUWEr LUN `` - Address LIcense#1 1 MECHANICAL COMPANY 'SIGNATURE REGISTERED Y/N FEE FM--EN Y IJV Address 7 License# OTHER COMPANY SIGNATURE I Y/N FEE CURREt. Y.!N Address Libemer/ RESIDENTIAL Attach(2):Ptot R(aris;(2y seta Af BuUding:Plertsa(1.}soso6Euepgy Forma R.O W Perf{i({Hor•newoalstruc0on: KnImuni ton(10)working days aftersubmittel date. Required onshe,Construction Plans,Stormwater Plans wl Slit Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for subdivlslonsAarge projects COMMERCIAL Attach(2)complete sets of Buillng Plana plus a 1.06,Sderty Pape;(1)set of Energy Forms.R-O-W.Permit for new construction. Minlmum.ten(10)working days after submItlel date. Required onsite,Construction Plans,Stonrwater Plans W Slit Fence installed, Sanitary Facilities&1 dumpater.Site Work Permit for all new projects,All Commorcial requirements must.meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW'construction. Diregfona: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2600,a Notice of Commencement Is required. (AIC upgrades over,$T500) Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Copy oFaintract requfrod) Reroofs if shingles Sewers Service Upgrades`.AIC Fences(Plot/Survey/Foofage) 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 CQ,TRACTOR.:RE 5PONSIBILiT,IES; It:the°owner has.hired a contractor or contractor§t8"undertaiie work,they may be required to be licensed in accordance with state and local regulations. if the contractor is not.licensed as required-by law, both the owner-and''contractor may be cited for a misdemeanor violation under state law. If the 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 Building inspection Divislon—Licensing Section at 727-847- 8009: Furthermore, if the owner has hired a contractor or contractors, he Is advised to have the contractor(s)sign portions of the"contractor Block"of this application for which they will be responsible, if you,as the owner sign as the contractor;that may be an indication that he Is not properly licensed and is not entitled to permitting pnvile9as in Pasco County. TRANSPORTATION IMPACTIUTILMES,IMPAOT,AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use In existing buildings,or expansion of existing buildings;as specified in Pasco County Ordinance number.89-07 and 90-07,as amended. The undersigned also understandi,4hat-such fees;as may be due,will be identified at the time of permitting. It is further understood-that Transportation impact Fees and Resource Recovery Fees,must be paid prior to "receiving a"certificata.of oceupancyfin or al power release;-.If.the prgJ6ct-does,noMnvolve a certificate of occupancy or final power release,the fees must-be.paid prior to permit issuance, Furthermore,'tf,Pasco County Water/Sewer Impact fees are due;they must be.pald,prior.to permit issuance-in accordance with.applicable Pasco County ordinances. CONSTRUCTION.LIEN,LAW iChapter 713;Florldo Statutes;as amended): if valuation.of work is$2,500.00 or more,I certify that I, the applicant, have,been.,provided with,a copy of the'Florida Construction Lien Law—Homeowner's Protection Guide'-prepared by the Flbrida'Department of Agriculture and Consumer Affairs. if the applicant is.someone other than the"owner",I certify thati.have obtained a copy of the above described document and promise in good faith to deliver it to the`owner'prlartocommencement. CONTRACTORVOWNER',S AFFIDAVff:>.I�certify that:all the information1h this application,is accurate,and.that:all work will be.done,in compllance,w8h�atl,applicable laws regulating�onstruction,zoning and•iand-development. Application is hereby made to obtain a permit to do,work and.instailatiorr.aswlhdlcated. I certify that no.work.or installation has commenced prior to issuance of a_permit and that all work will be performed'to meet standards of all Taws regulating construction, County and,City,,gpdes,,zoning-regulations, ariddand,development regulations in the jurisdiction. i also certify'that f understand that iiie regulations of other government.agencies may.apply:to the intended work,and.that it is my responsibility to Identify what actions I must take to bean compliance. Such agencies Include but are riot limited to; Department of Environmental Protection-Cypress Bayhoads,Weiland Areas and Environmentally Sensitive Lands,WaterAmastowater Treatment. Southwest Florida Watbr Management District-W$Iis, Cypress Bayheads, Weiland Areas, Altering Watercourses. Army Corps of fngineersSeawalls,Docks,Navigable+Waterways: Department:of Health & Rehabilitative Services/Environmental Health Unit-Welts, Wastewater Treatment, Septic Tanks; US Environmental Protection,Agency-Asbestos abatement. Fe"�{,ferafi'AViAtlon Authority=Runways, I understand that'the following restrictions apply to the use.of fir:., - Use-of fill is,not allowed in Fiood,Zone'V"unlessI expressly permitted. - If the fill material is to be used in Flood Zone"A", it is,understood 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 Stale of Florida. - if the'fill material is to be used in Flood Zone 1A7,in connection with a permitted building using stem wall construction,I certify that fill will be used only trnfill the area within the stem wall. - If till material;is to.be used in any area, I certify"that use of such fill will not adversely affect adjacent, properties. if use of till is found to adversely affect.adjacent praperties,°the,owner maybe cited for violating the conditions of the building permit issued under the attached permit application,for lots less than one(I) acre which are elevated by fill,an engineered drainage plan is required. If.I am the AGENT FOR THE OWNER,I promise to good faith to iriform•the owner of the permitting,condifions set forth in this affidavit prior to commencing constriction. I understand that a separate permit may be required for electrical work, plumbing, signs,wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a1loonse 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.,Every-permit issued,shat!become invalid unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by the permit-is suspended or.abandoned for a period,of six(6)months after the'time the work is commenced. An extension may be requested,In writing,from the Building Official for a pa-riod not 10 exceed ninety(90)days and will demonstrate justifiable cause for the.extension. If work ceases for ninety(g0)consecutive days,the job is considered:abandoned. WARNING TO OWNER.' YOUR FAILURE TO RECORD A NOTICE 02F COMMENCEMENT•MAY RESULT IN YOUR PAYING�:10E:F.OR IMPROV ,ENTS;TO,YQt/R PROPERTY..tFYOVINTEND T0,09TAiN Ff13At�1GlNG,CONSULTWIT YOUR I. NDER AN'" EY'BEFdRERREC0120 NG yCduR'Oor-icE OF�COMM'ENC 161ENT. FLORIDA JURAT(F.S 11 . �y,,r:,,,, ER DR AGENT CONTRACTgR� $ubs4rlbe rand to( irrn bet ro ma this Sub�bed.and awomito•(o tiinnpd) �rore me tht L Q i�ul4 !9!. ill Q�p, T S�` Who are pars ti k n mew. ova pfeducad w istare persorfait �asthave produced rdenelrwa8an. as Identification. _,_.N/ntary Public �ik _ Notary Public Comm ton No. _(� `Y 7 Commission No. r y.SrAA� NameName of Notarytyped,printed or stamped Name of Notary typed,printed or stamped arm ,;.. PATRICtADOSSANTOS Commission#GG iMS + s.: NTCOLE S.PEACE Expires December 10,2021 My COMMISSION#OG916928 ''•.f;os ado,•. Bolded Taro Troy Fain insurance 900-34$4018 EXPIRES:September 26,2023 INSTR#202001 3569 OR BK 10042 PG 2897 Page 1 of 1 SOH 01/27/2020 11:44 AM Rcpt:2129121 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles,Esq.,Pasco County Clerk&Comptroller Lift Station 4 24-26-21-0110-00000-2200 Permit No. Parcel ID No NOTICE OF COMMENCEMENT state of Florida County of Pasco THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real 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 Ncsectlon of(and lying In section 26,township26 S,range 21 east.Pasco county FI. lineacadd..: 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 Association Name 1631 East Vlne 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 4. Cont 7816 Professional place C ' -Tampa 33637 slate FI ractor: Name � c�SS C2v) l LLL. Address 813-906-1350 city state Contractor's Telephone No.: 5. Surety: Name Address City state Amount of Bond: S Telephone No.: S. Lender. Name Address City state Lenders Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)(7),Florida Statute� Name 1 =►r,a��ar-r �-C�tYI - k�o \ 1EAftne-'s4reel--3b�b 1isS� �..e� �, Tee hone Number of Designated Person: 46f 1 -1 bJ^a\qdressrb '0. 1 State a. In addition to himself,the owner designates p(_ to receive a copy of the Uenors Notice as provided In Sedan 713.13(1)(b),Florida Statutes. Telephone Number of Person or Entity Designated by Owner. 9. Expiration date of Notice at 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 dale of recording unless a different date is specified): 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 pedury,I declare that I have read the foregoing notice of commen ant and that the fads stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO Signature of Ownbr or lessee,or Owner's or Lessee's Authorized OfificedDlWhepl/Mpnager . R slgfn�atorys�Ti ce The foreg g in, nt was ckn edged bef re me e of auih thij3 day of Q�{1,20k by y (� (yp Drily, e.g.;officer,trustee,attorney In fad)far (name of o ;half.oi.wom h .lnstrument was Personati Kn�wn.I�DR Produced'IdimUllcatloo ,, ='::-= ";Note` Sl-nafirre" - - --y g _ Type ofIdentdlcatlon Produced . _ Name(Pdnq... q •'a. ATR �,00ss�w P Ctiinroissibft 9G G 16684 . . - ben 1 U, 1 -- .. Exp}ies Decent- •'���;tis��°'' gondedTtw Tiny Fain)M1arrLmm °�7018 wpdata/bcsfncdcommmencement_pc053M8 i STATE OF FLORIDA,COUNTY OF PASCO THIS IS TO CERTIFY THAT THE FOREGOING IS Al a�° TRUE AND CORRECT COPY OF THE DOCUMENT ON FILE OR OF PUBLIC RECORD IN THIS OFFICE WITNESS MY HAND AN OFFICIAL SEAL THIS AY OF 2 IBY CLERK&COMPTROLLER DEPUTY CLERK Ix OFFICEANAREHOUSE: 4621 N. HALE AVE TAMPA, FL 33614 TECH-mNl k ALES (813, 876-9256 C O R P O R A T 1 O IV FAX (813) 874-1194 Representing Innovative Manufacturers SUBMITTAL DATA TSC PRE-FAB PUMP SOLUTIONS@ PACKAGE DUPLEX SEWAGE PUMP STATION 48"x 11.76 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 JOB: HIDDEN RIVER STATION#4 THIS DOCUMENT HAS BEEN CHECKED FOR GENERAL DESIGN, CONSTRUCTION,SIZE AND CONFORMITY TO CONTRACT DOCUMENTS.CONTRACTOR SHALL VERIFY ALL DIMENSIONS, LOCATION: ZEPHYRHILLS QUANTITIES AND CAPACITIES.APPROVAL DOES NOT RELIEVE THE CONTRACTOR FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS. ENGINEER: Hamilton C7NO EXCEPTION TAKEN ❑MAKE CORRECTIONS NOTED CUSTOMER: BURGESS CIVIL REJECTED/RESUBMIT HAMILTON ENGINEERING&SURVEYING,DC- DATE: FEBRUARY 14,2019 DATE. Mar 04,2019 BY- ELECTRICAL SERVICE:208-230 VOLT,THREE PHASE VERIFY NEC CODE REQUIRES SEPERATE NEUTRAL&GROUND WIRES 60 AMP(THREE PHASE) SERVICE REQUIRED TO PANEL(MINIMUM) PUMP MODEL: EBARA SEWAGE PUMPS MODEL 100DLFU62.22[3 HP]MOTOR DESIGN FLOW: 142 GPM @ 25 FT/TDH kr ❑ .s %; Al I se EBARA INTERNATIONAL CORPORATION F/FS/Subm ittal/48PreFabGR . . . . . . . . . ; : . .. ........... .......... VI.: V. ................. ................... . . . . . ..":.. .l. . .. . ........................................4. .E. ...C. . .H. . .N. .'t. .-'.''. A" L . . .A. . .' .FI.T.. . ) .m.. .. .. ..1 .. .. .. .. .. .. . . . :. . . :. :. ...:..........................I.N...........H.... ' . .. ..A. . . E. . :. r .. :.................!............................ . . . . . R0 . . . . . . . : ....:......... �...........:..........:. . . TAMPA FL-33614 : ........................................... ' ......................................... ... .. ........J WATERWORKS:.&-WAS WATER-S E .lTIES 1-11 . . . . .. I . . . . . . . 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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; 1- 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/FSfTSCVfrSC/Engineer/FAC DESIGN CON TIONS TECHNICAL SALES CORPORATION GPM 142 4621 N. HALE AVENUE LTAGE 250823 460 f, PH (813)TAMPA 876-9256RIDA FAX (8613) 874-1194 PHASE SINGLE THREE HIDDEN RIVER STATION#4 PUMP EBARA JOB: MODEL100DLFU62.22 (3HP) QS: 1803-4997 MOUNTING POST AND SERVICE (3) 3" GATE VALVES DISCONNECT W/ LIGHTNING OPENS 100% ARRESTOR PER LOCAL CODE (2)a'FUMBLE RUBBER GROMMETS FOR PIPES (BY ELECTRICAL CONTRACTOR) l!� `��-,� THRU VALVE BOX ,8' II I Nil ' — --- CENTER LINE MOUNT CONTROL PANEL 1 8" \ r ON HINGE SIDE OF ACCESS CENTER ` -- �/� (2) 03" PVC COVER FOR OPERATOR SAFETY LINE ��L_-�.� COMPRESSION 3" FLEXIBLE RUBBER COUPLING SEAL FOR DISCHARGE 054" ROUND 6000# LOAD PIPE THRU VALVE BOX W/ BACK HOSE BIB .�., RATED ALUMINUM TOP PLAN SCH 080 PVC PIPES FLOW PER :z; FL DEP-LOCKABLE CONTROL PANEL 54" X 36" X 24" DEEP LOCAL CODE 0 GENERATOR RECEPTACLE 03" PVC DISCHARGE PIPES COMPOSITE VALVE BOX (NOT SUPPLIED ❑ (2) GAS-TIGHT SEAL OFFS H-10 TRAFFIC RATED BY TSC) (2) 3" FULL OPEN SWING CHECK VALVES O/ INTEGRAL BOTTOM do (1) F/G JUNCTION BOX TOP ENTRY CLEAN-OUT PORT DESIGN LOCKABLE 32" X 49" 24" X 36" LOCKABLE 3" SCH 80 NIPPLES HINGED M P.S.F. HATCH SS HINGES AND AND 90' ELBOWS ALUMINUM COVER o HARDWARE 300 PSF LOADING 02" VENT FLANGED ENDS ALLOW FOR (6) HOOK SS CABLE HOLDER FUTURE REPLACEMENT OF 2) SS GUIDE RAIL BRACKETS ANY VALVES AND FITTINGS FIELD INSTALL LOCKING HASP DUCT SEAL BYPASS CONFORMS TO ``. 64-604.4(2)(A)F.A.C. EL. 72.26 TOP •» "':• 25" 24' 1 (z) mz' Contractor to CONDUITS provide 3"x4" 6 X 6 X 9 I METAL SUPPORT reducer CONCRETE POST I 2" MALE ADAPTER FOR P-TRAP INTEGRAL BOTTOM SLOPES TO WET WELL DISCHARGE 03' LINK-SEAL�THLS-360S) (TYP) SCH 80 PVC PIPE FOR PUMP DISCHARGE,PIPES 2" X 2" RUBBER COUPLING (2) SS LIFT CHAINS INLET PIPE WET WELL — H-20 TRAFFIC RATED FIELD LOCATED FIBERGLASS REINFORCED POLYESTER EL. 63.51 I MONOLITHIC DESIGN ASTM D3753 11.76' INLET EL 63.50 4 I (2) 03 SCH 80 PVC DISCHARGE PIPES HIGH LEVE` M EL. 63.50 3 I (2) EBARA PUMPS LAG PUMP ON> 2 EBARA LM80 QDC BASE (TYP) W/ (2) 01" SS GUIDE RAILS E 63.00 LEAD PUMP 0 (2) 80 X 80 FLANGE ELBOWS EL 62.00 6' X 6' FILLET (FACTORY INSTALLED FIBERGLASS) PUMP OFF " CONCRETE BALLAST AS REQUIRED (FIELD INSTALLED) - " STATION DEPTH = CONCRETE = 3,699 LBS/CU YD 60.50 BOTTOM �y �a 48" I.D.. SECTION 48" DUPLEX STATION — 3" PIPING—PVC WITH SLIDE RAIL SYSTEM, V.B. AND F.D.E.P. PANEL TSC PRE—FAB PUMP SOLUTIONS© TECHNICAL SALES CORPORATION— PRE-FAB PUMP SOLUTIONS © PACKAGE 4811 , 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 24"x 36" 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/FS/TSCV/LF/Wetwell 48-60-72 Pg 1 of 2,Rev 2005 i 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 andl1 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 us I e 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 and PLACEMENT (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 insurethat 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 them placed on compacted sub-base per engineer's specifications. Consult the Engineer of record for balckfill requirements in areas of unstable soils. BACKFILLING-WET WELL- BACKFILL MATERIAL SHOULD BE PLACED IN 12" LIFTS AND COMPACTED TO A MINIMUM OF SOILI'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/FS/1'SCV UMetwell 48-60-72 Pg 2 of 2,Rev 2005 TECHNICAL SALES CORPORATION ,JOB: 4621 N. HALE AVENUE TAMPA, FLORIDA 33614 PH (813) 876-9256 FAX (813) 874-1194 Qs- STAPLE FOR (3) 3" BRASS GATE PADLOCK VALVES OPENS 100% 32 1/4- 0 --- ------) I 1 1 � 1 ZW 0 o W 18 00 CENTER ® � I - - - - � 49 1/2" NE 1 1 03" SCH 80 PVC I i�• 1 DISCHARGE PIPES 0 0 (2) 3" BRASS FULL OPEN SWING CHECK VALVES TOP ENTRY CLEAN—OUT PORT DESIGN 54" X 36" X 24" DEEP COMPOSITE VALVE BOX H-10 TRAFFIC RATED W/ INTEGRAL BOTTOM & LOCKABLE 32" X 49" HINGED 300 P.S.F. ALUMINUM COVER NOTE: DISCHARGE 03" THIS HEADER SYSTEM CONFORMS TO F.D.E.P. BYPASS CONFORMS TO SCH 80 PVC PIPE AND COMES WITH A DISCHARGE VALVING AND 64-604.4(2)(A)F.A.C. COUPLING DEVICE FOR THE CONNECTION OF A PORTABLE PUMP 62-604.4(2)(A), 12-26-96. SHUTOFF AND CHECK VALVES ARE PROVIDED 12" IN THE DISCHARGE LINE OF EACH PUMP. A 24" CHECK VALVE IS BETWEEN THE SHUTOFF VALVE AND DISCHARGE PUMP. THE CHECK VALVE IS NOT PLACED ON THE VERTICAL PORTION OF DISCHARGE PIPING. 62-604.3(4)(B), 12-26-96; TEN STATES 1978, 32.52. NO VALVES IN WET WELL. 62.604.3(4)(B), METAL SUPPORT 12-26-96: TEN STATES 1978, 32.53. INTEGRAL BOTTOM SLOPES TO WET WELL 2" MALE ADAPTER FOR P—TRAP TSC 3" S X S DUPLEX HEADER SYSTEM WITH INTEGRAL BOTTOM 3/MODEL2" TSC PRE- FAB PUMP SOLUTIONS° TSG3SSOH326 R9.dwg� i EBARA Submersible Sewage Pumps DLFU Model Designation "DLF� 2, 400 DLMF V ,6 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 I, 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 -71hHP 18 -25HP 45 -60HP PHASE none—three phase VOLTAGE 2- 208/230 4 - 460 5 - 575 EBARA Fluid Handling www.pumpsebara.com 2-157 EBARA (t)803 327 5005 - (f)803 327 5097 rev.01/02 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 EMM (t)803 327 5005 • (f 803 327 5097 rev.02/13 i 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 wetl'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: 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,460V/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 external 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.iThe suction cover shall be designed such that it may be adjusted to maintain working clearances and hydraulic efficiencies. b. 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 laEBARA Fluid Handling www.pumpsebara.com 2-159 Eat (t)803 327 5005 • (f}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 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. f. For units 7V2 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 EBARA (t)803 327 5005 • (fl 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 encapsulate6 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 cuts: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 gu ide i 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 2-1/4" 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 EBARA (t)803 327 5005 - (�803 327 5097 rev.10/11 Customer Pump Performance Datasheet EBARAReference Ebara Quotation System 18.5.6 Item,number :001 Product Description :-100DLFU62.2 Service Stages, 1 Quantity.' 1: Based on curve"number :DL-C614-9203 " Quote number :775376 Date last'saved '"- :14Feb 2019 2:19 PM Operating Conditions Liquid Flow,rated : 142.0 USgpm Liquid type :Water Head,rated(requested) :25.0 ft Additional liquid description Head,rated(actual) :25.3 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. :6.02 in Material Impeller diameter,maximum :6.30 in Material selected :Cast Iron Impeller diameter,minimum :5.71 in Pressure Data Efficiency :46.84% Maximum working pressure : 13.06 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 :57.48 USgpm Hydrostatic test pressure :N/A Head max. :30.2 ft Driver&Power Data( ,Max density) Head rise to shutoff :20.71 % Driver sizing specification :Rated power Flow,best eff.point :246.9 USgpm Margin over specification :0.00% Flow ratio,rated/BEP :57.52% Service factor :1.15(Fixed) Diameter ratio(rated/max) :95.63% Power,hydraulic :0.9 hp Head ratio(rated dia/max dia) :87.51 % Power,rated : 1.9 hp Cq/Ch/Ce/Cn [ANSI/HI 9.6.7-2010] : 1.00/1.00/1.00/1.00 Power,maximum :2.4 hp Selection status :Acceptable Motor rating :3.0 hp 12.2 kW(Fixed) 3.2 2.4 ower a) 1.6 d 0.8 0.0 40 100 ®MCSF 36 6.30 in 90 32 80 28 70 0 24 60 U 20 Efficiency 50 N _ U 16 40 W 12 30 8 20 4 10 0 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 Dimensions Project: Model: Chk'd: Date: Model DLFU with Quick Discharge Connector 50DLFU, 2HP 80DLFU, 2HP 29/,s(65) 31'/z(800) 2s/,s(65) 100DLFU, 2 to 5HP r --------- N o o St td + I ILL. N 13/B(35) -- ------ - -- co Manhole dimensions in Guide pipe support floor frame installation Floor Frame 5'h(140) Bolt 2—'/z x 13/i6 23 a 6 (12x30) -21 s Submersible Cable IM SGP 11, I e a M1 N1 Q �QTY DM 2' N 2 h)HOLES co I 0 9 ,I Flange (ANSI 125 PSI F.F) ' L.W.L. inch 0 e f t n h JVMG ¢ J 2 43/4 6 s/s 4 'A 3 6 71h -A 4 3A a � 4 7'/2 9 's/,s 8 3/4 4—H Holes ' mm o e f t n h B A 50 121 152 16 4 h Bolt 2—s/s 16) 80 152 191 19 4 19 100 191 229 24 1 8 19 (100) Dimensions: inch PHASE SIZE MODEL OUTPUT QDC QDC PUMP&MOTOR WEIGHT Lb o 1 kW HP MODEL A B C I H J M, M2 Ni Nz P R S B1 F G L Q T U PUMP QDC 2/3 50DLFU61.5 1.5 2 ILM65 8116 6 33/44 '/z 51/2 65/16 33/4 43/4 13/4 5"h6 9'3/,a 7% 2'h 10% 18'/4 8'/4 7'/16 29% 1"/,s 132 31 8ODLFU61.5 1.5 2 LM80 87h6 6% 39/,e' 9h6 6'/s 61/z 39h6 415h6 1"h6 6% 11'/4 91he 3 111/z 20'h 9% 8'/4 311/16 29hs 148 37 THREE 3/4 10ODLFU61.5 1.5 2 LM80 87h6 8'/4 39hsl 9h6 6% 71'/16 39h6 4'sh6 1'1/,6 67/8 11,3A 91h6 3 10%1911e 9s/8 7'/8 30% 1 170 37 100DLFU62.2 2.2 3 LM80 87h6 8'/4 39he 9h6 6% 7"hs Vie;4"/16 1"hs 6% 11"ha 9'/,s 3 11'/6 20% 9% 8"h6 313/4 1 198 37 10ODLFU63J 3.7 5 LM80 87hs1 81/4 39he She 61/s 7"h6 Vie 4"/16 1"hs 67/8 11"ha 91hs 3 111h 201/z 9sh 811hs 33% 1 12161 37 Dimensions: mm PHASE SIZE MODEL OUTP QDC QDC PUMP&MOTOR WEIGHT k a kN/ HP MODEL A B C i H J M, Mz Ni N2 P R S 01 F G L Q T U PUMP QDC 50180 50DLFU61.5 1.5 2 LM65 215 153 951 12 140 160 95 120 45 145 2501190165 257 464 210 180 753 50 60 14 BODLFU61.5 1.5 2 LM80 215 168%15 165 90 125 50 175 285 230 80 292 511 245 210 789 65 67 17 THREE 801100 10ODLFU61.5 1.5 2 LM80 215 210 195 90 125 50 175 300 230 80 267 494 245 200 785 25 77 17 10ODLFU62.2 2.2 3 LM80 215 210 195 90 125 50 175 300 230 80 282 521 245 220 807 25 90 17 10ODLFU63.7 3.7 5 LM80 215 210 195 90 125 50 175 300 230 80 282 521 245 220 847 25 98 17 *Note:All 80DLFU dimensions are based on 3"discharge. All 100DLFU dimensions are based on 4"discharge. EBARA Fluid Handling www.pumpsebara.com 2-198 ESA (t)803 327 5005 • (f)803 327 5097 rev.01/02 EBARA Submersible Pumps DLU, DVU, DGUII, DGFU, DLFU, DVFU, DDLFU Motor Specification Project: Model: Chk'd: Date: 4 Pole Motor Specification - Mod,el DLFU, DLMFU, DVFU, DDLFU FM Explosion Proof Option ❑ LOCKED CABLE PERFORMANCE DATA OUTPUT RATING INSULA GAUGE AT RATING POINT RESISTANCE ROTOR OVERLOAD No. Symbols PHASE TION LENGTH AT 20'C VOLTAGE CURRENT SPEED CURRENT PROTECTION TYPE OF EFFICIENCY POWER Ym HPFkW V A min' A CLASS COND mm' AWG Ft. o� FACTOR% OHMS 208/230 6.8/6.6 1720/1740 42.7/47.3 75.0177.6 81.51/3A 1.54 2 1.5 THREE 460 3.3 1740 23.7 2/0.75 #14/#18 776 73.4 10.1 EB 3 2.2 THREE 208/230 9.2/9.2 1730/1740 56.5/63.0 210.75 #14/#18 33 77.5171.3 85.6/84.0 1.59 EB 460 4.6 1740 31.5 S0*N 71.3 B4.0 5.87 5 3.7 THREE 208/230 15.0114.2 1720/1740 88.0/98.0 SOWA 3.510.75 #121#18 78.9173.6 86.7/88.7 0.97 EB 460 7.1 1740 49.0 73.6 88.7 3.38 Th 5.5 THREE 208/230 22.4/21.6 1735/1745 115/129 810.75 #81#18 78,8175.7 86.4184.3 OA9 EM 460 10.8 1745 64.3 75.6 84.4 1.82 10 7.5 THREE 208/230 31.2129.2 1735/1745 160/177 415 810.75 #81#18 76.8/76.9 86.8183.7 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 #8/#18 79.5181.0 89.6/86.9 0.29 EM 460 19.6 1760 126 81.0 86.9 1.04 208/230 58,2155.2 1755/1765 333/373 H THERMAL 80.3179.6 89.0/85.6 0.18 20 15 THREE 460 27.6 1765 186 DETECTOR 1410.76 #6/#18 EM 796 85.6 0.65 25 18.5 THREE 208/230 72.8/66.6 1760/1765 345/383 14/0.76 #61#18 40 80.9181.9 87.1/85.1 0.13 EM 460 33.3 1765 1 191 WI 81.9 85.1 0.44 30 22 THREE 208/230 82.4177.6 1760/1765 405/456 SOWA 22/0.75 #41#18 852184.7 86.9/84.0 0.10 EM 460 38.8 1765 228 84.7 84.0 0.35 208/230 107/99 1760/1770 704r778 88.11892 88.0/85.2 0.066 40 30 THREE 460 49.5 1770 389 14+1410.75 96t961&18 892 852 0225 EM 208/230 134/129 1765/1770 772/870 88.0186.9 86.9/82.6 0.039 50 37 THREE 460 64.5 1770 435 4+4/5 22+2210.75 34+t41ti8 869 82.6 0.128 EM 60 45 THREE 208/230 1621155 1176511770 932/1045 22+221035 F4+941118 88.61872 86.9/83.3 0.032 EM 460 77.5 1 1770 523 87.2 83.3 0.103 I it EBARA Fluid Handling www.pumpsebara.com 2-318 ESA (t)803 327 5005 • (f)803 327 5097 rev.10111 W N o J= ` m Uc~7 LL °' � � � n m P- v o m A a' o pp rn mm .� mm CDJ Z m r N O N O N �N., M V [O N r m N m N co N (h N CD N N CC LLI c Z U n U¢oE o o m c 1-v m w m v ? a Lq � rn rn rn Z O Of 1fl CV CV N r �-- O r C O LL` p w¢ / U cc D E o?p pp J G amD N L2 rn "t N co N n cj E r -IT c6 N N N N N M N V M :Y LL U J co Q =W Q~Z E N N fD « V Lq OD fD N cq N N =U E CV (V N c7 [7 C7 (7 c7 -ITm V V �2 L F O 0 w W V a N N N N N N N > >v E r r r r r r r r r LL z F n J E rn rn v v v m m m n m n n Q 7 Q E r cm v v v m Ui m m n LL O O m > o o C W Q 0 ^ o LL E N N N N N N N N M co N m LL J Q O N N N N N N r}` v v o W Q W V a 0 2 0 0 t t + Z U v v v Obi O E p CDc� a v ¢ a N ¢ Q a dCD cn co en co w a a Sc� 0 Q� 0 o 0 0 0 m0m 0 �0y mo O Mo o T� U 0 Q O N O N O N O N N O m l�i fOD N (OD m imV O T cC • N �� ovo `� ocvDo o � ovo � gvovovo ID accCn A 0 0 N N N N N N N N N N N N .2 c E 0- O W W W W W W W W W y W W W W Q j CrN W 'J fA W W W W W W W W W W W..r Q ¢ Q Q Q Q Ir 2 Q 2 ¢ m m ?�CD Q d a i co W m O V ^ N f� O Lq r ^ QC Y N m LO Il r (V m m V m �j' O a W G S N m N N N C07 OV N t00 EBARA Submersible Pumps ;DLU, DVU, DGUII, DGFU, DLFU, DVFU, DDLFU Thermal Detector Cable Project: Model: ChWd: Date: w Control Cable— Model DGFU, DLFU, DVFU, DDLFU OUTPUT NUMB R DETAILS OF CONDUCTOR INSULATOR SHEATH CABLE CONDUCTOR VOLTAGE GAUGE RESISTANCE PHASE OF THICKNESS THICKNESS O.D. AT 2 HP kW V AWG COND O7Y/Dia OF WIRE DIAMETER mm mm mm 5(2 C) PCS/mm mm 2 1.5 SINGLE 208/230 to to THREE /460 #18 5 16/0.25 1.2 0.76 2.2 12.32 24.23 60 45 EBARA Fluid Handling www. um sebara.com 2-322 P P EHARA (t)803 327 5005 • (fl 803 327 5097 rev.01/02 EBARA Submersible Pumps DLU, DVU, DGUII, DGFU, DLFU, DVFU, DDLFU Motor Wiring Diagram Project: Model: ChWd: Date: Manual Operation Type— Three Phase Model DLFU, DVFU Output 2 to 5HP 208/230V G I� L2 G — GRN so L, - RED -T, -T7 L2-WHT-T2-T8 L3- BLK-T3-T9 Ts T2 T4-T5-Ts-T10-T1, -T12 P,- RED P2-WHT T11 T5 P3- BLK T4 T12 P4- OR G -GRN T, T9 L1 T10 Ts R T, T3 T o L3 P, 0-0 0-0 P 2 0THERMAL PROTECTOR P3 P4 LEAK DETECTOR G I� EBARA Fluid Handling www.pumpsebara.com 2-328 EBARA (t)803 327 5005 - (t 803 327 5097 rev.01/02 EBARA Submersible Pumps DLU, DVU, DGUII, DGFU, DLFU, DVFU, DDLFU Motor Data Project: Model: ChWd: Date: Models DLFU, DVFU Three Phase 2 to 10HP 60HZ 208/230V I y� FM Explosion Proof Option ❑ Model ZDLX(DL) ZDLX(DL) ZDLX(DL) ZDLX(DL) ZDLX(DL) HP 2I 3 5 T12 10 Output 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 6.816.6 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 — — — — — Capacitor pF Start 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 Wafts 200/240 250/350 300/400 275/348 386/502 Resistance at 1.54 1.59 0.97 0.49 0.37 200C OHMS Current Amp. 6.80/61.60 9.20/9.20 15.0/14.2 22.4/21.6 31.2/29.2 100% Efficiency % 75.0177.6 77.5f71.3 78.9f73.6 78.8f75.7 76.8176.9 Load Power Factor % 81.5f73.4 85.6/84.0 86.7188.7 86.4/84.3 86.8/83.7 Speed miry' 1722/11742 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 10 15 15 15 15 Noise Phon(50cm) 65, 65 1 65 65 65 Number Starts Per Hour 2Q 20 20 20 20 Design Standard NEMA(MG 1 Design B) Voltage Tolerance % t 10 Frequency Tolerance % t 5 (Ref.data Mfr's Symbols) EB EB EB 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 CQNlROL 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. 2 MCB M81 MS i OL'S t t`i rl - t—PUMPi FLOAT SWITCHES AND CONTROL SYSTEM SHALL BE UL LISTED 1. AND INTRINSICALLY SAFE. PANEL SHALL BE UL LISTED. ECB I MB2 MS 2 OL'S A JUNCTION BOX IS REQUIRED, WITH SHOP POURED SEALS cR s—PUMP2 BETWEEN BOX AND CONTROL PANEL TO PREVENT SEWER GAS "tp !ENTRY INTO CONTROL PANEL.ELECTRICAL CONTRACTOR TO PROVIDE SERVICE DISCONNECT N WITH LIGHTNING ARRESTOR MOUNTED PER LOCAL CODES. CONNECTION POINT "A" THE CONTROL PANEL SHALL BE SUITABLY INSTALLED TO PREVENT F R8 .�j��y-.— SETTLING OR TIPPING. T �m 8 vM THERMAL 1 Ts oL'S MS 1 Bs BID CONTROL PANEL LAYOUT THEIR 2 TTS OLs s 2 813 B14 F 2 B SEAL PRO 8E 1 1A i B12 13 R314 F 3 .�-r• SEAL PROBE ORB CCB MB1 MB2 MCB ECB C'R MOISTURE 1 I to 8 5 1SEAL FAIL 113 PLi O MOISTURE i2 l 1 R38 SEAL FAIL 2 AL 1 2 4 5 6 ALTERNATOR DUPLEX OO CONTROLLER B s1ou12 F SF2 SEAL FAIL 4*J GENERATOR INDICATOR INTERLOCK AH ( ® LIGHTS ETM1 ETM2 Q PRESS $OAM AND RUN LIGHTS SAFETY DOOR 4 T4 ALUMINUM INNER POWER LIGHT DOOR REINFORCED 7 HI B SILENCE (4) FLOAT LIGHTS ON ALL SIDES FR 3 FL Al �� A2 LOCKING HASP L/s � RyLEAD/LAG FR� R1 A3SELECTOR r;1 L� jASe R1 FR 1 2 7 R1DR(GFI) 1 2OR TEST OFF PANEL WIRING DIAGRAM TlGHTHOP SEALS0 URED GAS ALTERNATOR 1-114" ALL PANELS SHALL CONFORM TO FLORIDA DEP 17-604.400 EEVV DUPLEX APPLETON TO PR ENT SEWER GAS ENTRY (D GENERATOR RECEPTACLE FOR EMERGENCY INTO PANEL POWER CONNECTION WITH INTERLOCK OFF LEAo " SURGE PROTECTION AND LIGHTNING j1 /2 /3 SEPARATE CONDUITS PROTECTION ON ALL INCOMING LEGS FWAT TUMM&STRIP REQUIRED BY NEC (1) FLOAT CONTROL CABLES 3 PHASE PROTECTION SHALL BE PROVIDED NEMA 4X 1 PUMP POWER CABLES 12 X 12 X 6 Tnat►u� SEAL FAIL DETECTING FIBERGLASS lim or. p ALTERNATOR DUPLEX CONTROLLER JUjNCTION BOX WPuvP1 PwPz TERNIw�L PANEL AINDM SUB (5) PUMPS--- __[:�IFIELD INSTALL DUCT SEAL � �— ELAPSED TIME METER FOR PUMP FLOW TERMINAL STRIPS SHOWN OPEN FLOATS FURNISH (2) CONDUITS PANEL MANUFACTURER SHALL BE A "UL" LISTED SHOP FOR CLARITY TO WETWELL 2" MIN NEC CODE REQUIRES SEPARATE NEUTRAL AND GROUND WIRES 2 HP = 50 AMP SERVICE TECHNICAL SALES CORPORATION 3, 5 8c 7 HP = 60 AMP SERVICE 4621 N. HALE AVE. 10 15 HP = 100 AMP SERVICE TAMPA, FL 33614 20 & 25 HP = 200 AMP SERVICE (813) 876-9256 FAX (813) 8764-1 194 TSC38DFG ThreePhose.dwg 1/09 INC MODEL 38-D DUPLE3 PUMP CONTROL PANEL Panel meets or exceeds Florida Depiartment 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) 1. Fiberglass Enclosure-NEMA 4 X—exterior,water& rain tight—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 (2) elapsed time meters, (2) pump seal leak detector lights and(1) 115V G.F.I. receptacle. Run lights and control switches shall be mounted on the DUPLEXOR control dev��ce. (The use of 120-volt controls is not allowed). 2. Junction Box-NEMA 4X molded fiberglass -is 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). 3. Circuit Breakers-Thermal magnetic molded case- (1)per pump, control circuit and GFI receptacle. (Combination IEC type overload/breakers are not acceptable). 4. Lightning/Transient Surge Protection-plug-in device shall be provided for each leg f Volta a g ,� incoming power and shall be mounted onto the exterior side of the enclosure. (Local code may require additional devices-to be furnished by job''Site electrician) 5. 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 the motor starter from its mounted position. Overload relays,with individual protection 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.) 6. Voltage Loss Monitor- Single Phase Service- An adjustable 8-pin plug-in voltage monitor shall be installed for sensing low voltage,�!high voltage and voltage loss. Upon sensing any of the faults,the control circuit shall de-energize the pumps only and automatically restore service upon return to normal power. Alarm circuits shall continue to operate provided proper voltage is still active. 7. Phase Loss Monitor-Three Phase Service-An adjustable 8-pin plug-in phase monitor shall be installed for sensing low voltage,high voltage,phase loss or reversal. Upon sensing any of the faults,the control circuit shall de-energize the pumps only and automatically restore service upon return to normal power. Alarm circuits shall continue to operate provided proper phase and voltage is still active. 8. 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. i F/FS/I'SCV/ST/3 8DFGPane1 Rev 7/04 pgI 0 •F .. DUPLEX PUMP CONTROL PANEL - pg 2 9. DUPLEXOR Level Control System -Intrinsically Safe Low Voltage-5 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 4 float switches. The DUPLEXOR shall have a lead-lag alternator selector switch and alternator test switch. The DUPLEXOR is an intrinsically safe level control system provided to start, stop and alternate pumps in response to the wet well liquid level. On a falling liquid level,the lowest float switch(FSI-PUMP OFF) shall close, locking the pumps into a common"pumps off'. As the liquid level rises,the second float switch (FS2-PUMP ON) shall close at the "lead pump on"level. The controller will 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 sensor 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)float switches. 10. Battery Back Up (BBU) (OPTIONAL)-iVwhen required by local DEP or regulatory agency .. A 12-volt Battery Operated Alarm Charging(BOAC) system will activate when there is a power outage to the panel. During normal operation the BOAC system maintains a charge on the 12-volt battery. In a power outage,the battery operates a strobe light and horn signal for up to 24 hours. The alarm silence button will silence the horn and the strobe light shall stay on until the power is restored. 11. Miscellaneous 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/38DFGPane1 Rev 7/04 pg2 �t f © DUPLEXER �; yaf; LE ON A4 U ST S H,G-A POWEiv, d' i PUMPf l D PUMPZ DUPLEX O FF C ;!UL US CONTROLLER p sEM d�AZARNRESEf " � ��)PtlSH6NOLpTO � "' 2 II�I�T®� � oaa...�__.✓..✓��S/AILLrITELEyFL. PROTECTION 'LISTED EIIECTRONICS INC. UL FILE#E101681 FEATURES: "` �' �' Float or Conductance Probe Level Inputs Duplex Alternation Level Input Indication Pump Call Indication High Level Alarm Indication UL Listed only when used with an n 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 MADE IN RS232 Serial Port with Modbus Protocol, THE U.S.A. DESCRIPTION The DUPLEXER is a low cost SCADA ready pump controller 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 proyides 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$5�, upon high level, until reset by pressing the reset push-button (the EU 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 Q O 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 s 4 3 z 1 -L -1- 1I Input Power: 120VAC±10%, 1OVA max Relay Outputs: 6A Resistive @ 120VAC ❑ 3.6A Inductive @ 120VAC Agency Approval: UL 508, CART/CSA 1 T a s 10 11 12 Indicators: LED's COM OFF LEAD LAG ALARM Sensor Output Voltage: ±12V Squarie wave Sensor Output Current: ±1.2mA 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 I 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 • Suitable for use with intrinsically safe circuits. • Not sensitive to rotation CABLE • Control differential of.5(1 cm)above or below horizontal. WEIGHT 4" • tether UL Listed for use in non-potable water and sewage. length approximate activation level • CSA Certified. • 0 Three-year limited warranty. Cable: flexible 18 gauge,2 conductor COO S (UL,CSA)SJOW,water resistant WOO am (CPE)jacket offiMmulic 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 1407 (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 �-o #4 ALARM capsule and epoxy sealed in the float housing. ALARM AND HORN Electrical;5 amp, 120/230 VAC,50/60 Hz 93 LAGIBOTH ON —T BOTH PUMPS ON #2 ONPUMP CYCLE TECHICAL SALES CORP. 4621 N.Hale Avenue #1 OFF Tampa,FL 33614 (813)876-9256 FAX(813)874-1194 FLOATS ARE SHOWN IN THE (ON) POSITION F1FS[rSCV/SJ/SensorSpecDupIx4