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Home My WebLink About2921 S Orlando Ave/►� CrTY OF SANFORD PERMIT APPLICATION Application N: V ✓ ( Submittal Date: Job Address: �'� 1 �, 0 klhik�DO A0E . UX11'W1W Value of Work: $.2" • (+ Parcel ID: 0% � 20 ~' SO - 5!99- 0000- ZP Zoning: Historic District: SEP 2 Description of Work: #3.STAt-%.- 2 X50 C)AcL, CQAsF- ` MAILP5 6 Square Footage: OWL S-farmP",> C:,)(- ;TI:C,l,S60f'e:.. ............................. .. ........ ............ Permit Type: Building ❑ Electrical ❑ Mechanical ❑ Plumbing Sr Fire Sprinkler/Alarm ❑ Pool ❑ Sign ❑ Electrical: New Service - # of AMPS Addition/Alteration ❑ Change of Service ❑ Temporary Pole ❑ Mechanical: Residential ❑ Non -Residential ❑ Replacement ❑ New 0 (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines #-of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential ❑ Commercial ❑ Occupancy Type: Residential ❑ Commercial LBS Industrial ❑ Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) ............................................ ........ .......................... ....... ........... ........ Property (Owner: - Siremn 0aroln Contractor: O l L SENIC, 9V—Z%)%Q9- Address: 1'�li� X%� �',-� �y��la 16TQ Address: ,��CiO� Lit) . 'iU-11� ! Tr h . 32830 - - OPOL. 'S28SOf Phone: E-mail: Phone. -OTIM 400 State License Number: Bonding Company: Mortgage Lender' Address: Address: Architect/Engineer: �KQVIBtOC, L-0cSi%RAC-TC3R-', Phone: Address: Fax:, c Plan Review Contact Person: R94 kll_ Phone YU 4$•j�o ax: Z � 33 E-mail: `tY1OM%_ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and. AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applic this county, and there may be additional permits required from other governmental entities such as Acceptance of permit is verification that I will notify the owner of the property of the Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPROVALS: ZONING: Special Conditions: Rev 02/2007 . a UTIL: q -J 1 %FD: Print this property that may be found in the public records of nanagement districts, state agencies, or federal. agencies. 7 Name 471 Date MY COMMISSION # DD629096 ExpIRES: February 25, 2011 V FI. Notary Discount Assoc, Co, Contractor/Agent is Personally Known to Me or _Produced ID % < % ENG: BLDG: a �• ZS' -ba i IN 15.1,c �< CD r^ ODa n Ir- k7F� c� -f e01 http://www.scpafl. /web/re w6.seminele county title?parcel=@1293#5#90®p02000&c... 9/24/2007 J0ODO- d DAVID JOHNSON, CFA, ASA .- 0000 PROPERTY , APPRAISER SEFANOLE COUNTY FL 1101 E. Flexr sr SANFORD, FL 32!/1-1468 , 407-865-7506 ,'1 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 01-20-30-509-0000-2000 Depreciated Bldg Value: $247,500 Owner: SANFORD PLAZA INV GROUP LLC Depreciated EXFT Value: $0 Mailing Address: 14415 NOTTINGHAM WAY CIR Land Value (Market): $0 City,State,ZipCode: ORLANDO FL 32828 Land Value Ag: $0 Property Address: 2921 ORLANDO DR SANFORD 32771 Just/Market Value: $247.500 Facility Name: Assessed Value (SOH): $247.501' Tax District: S4-SANFORD- 17-92 REDVDST Exempt Value: $0 Exemptions: Taxable Value: $247 500 Dor: 1105 -RETAIL CONDO Tax Estimator 2007 Notice of Proposed Property Tax SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vaclimp Qualified 2006 Tax Bill Amount. $4,372 WARRANTY 09/2006 06421 0761 $1,390,000 Improved No 2006 Taxable Value: $247,500 DEED DOES NOT INCLUDE NON -AD VALOREM Find Sales within this DOR Code ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Units Price Value UNIT 200 SANFORD PLAZA CONDOMINIUM Method ORB J39J Pim iyU: Lu i u 1.000 . , BUILDING INFORMATION Bld Num Bid Class Year Bit Fixtures Gross SF Stories Ext `NaI BIO 'v'al;it; Es: Cost Nam 1 MASONRY PILAS 1965 U U $247,500 $247,500 Permits OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad tax purposes. nlorem ` I/ you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. IN 15.1,c �< CD r^ ODa n Ir- k7F� c� -f e01 http://www.scpafl. /web/re w6.seminele county title?parcel=@1293#5#90®p02000&c... 9/24/2007 �jCC��ma�� C , S f)FC,, V_� cD �_ � V - C t� C,_, ,-k _)i;k- v) -c LOCO �� 'C http://www.scp,afl /we�b/re_ w6.seminele county title?parcel=61293650900002000&c... 9/24/2007 DAVID JoHmmm. CFA. ASA 0000 PROPERTY APPRAISERLIJ 0 Ll SE31101INGLE COUNTY FL - 1101 E. FIRST ST SANFORD FL 32771.1468 -755 407-665 08 2007 WORKING VALUE SUMMARY Value Method: Market GENERAL Number of Buildings: 1 Parcel Id: 01-20-30-509-0000-2000 Depreciated Bldg Value: $247,500 Owner: SANFORD PLAZA INV GROUP LLC Depreciated EXFT Value: $0 Mailing Address: 14415 NOTTINGHAM WAY CIR Land Value (Market): $0 City,State,zipCode: ORLANDO FL 32828 Land Value Ag: $0 Property Address: 2921 ORLANDO DR SANFORD 32771 Just/Market Value: $247.50U Facility Name: Assessed Value (SOH): $241,501 Tax District: S4-SANFORD- 17-92 REDVDST Exempt Value: $0 Exemptions: Taxable Value: $247,500 Dor: 1105 -RETAIL CONDO Tax Estimator 2007 Notice of Proposed Property Tax SALES 2006 VALUE SUMMARY Deed Date Book Page Amount Vacilmp Qualified 2006 Tax Bill Amount. $4,872 WARRANTY 09/2006 06421 0761 $1,390,000 Improved No 2006 Taxable Value: $247.500 DEED DOES NOT INCLUDE NON -AD VALOREM Find Sales within this DOR Code ASSESSMENTS. LAND LEGAL DESCRIPTION Land Assess Frontage Depth Land Unit Land Units Price Value UNIT 200 SANFORD PLAZA CONDOMINI(W Method ORB 539,) PG i9u LOT 000 BUILDING INFORMATION Bld Num Bid Class iew BIt Fixtures Gross SF Stories Ext Wal' Bid Nev, 1 MASONRY PILAS 1965 0 u $247,500 $247,500 Permits OTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next year's property tax will be based on JustlMarket value. �jCC��ma�� C , S f)FC,, V_� cD �_ � V - C t� C,_, ,-k _)i;k- v) -c LOCO �� 'C http://www.scp,afl /we�b/re_ w6.seminele county title?parcel=61293650900002000&c... 9/24/2007 ;U N�� X84 MAILING ADDRESS CITY OF SANFORD POST OFFICE BOX 1788 JFORD, FLORIDA 32772-1788 PHYSICAL ADDRESS CITY HALL MO NORTH PARK AVENUE 410RD, FLORIDA 32771-1244 TELEPHONE 407.330.5640 FACSIMILE 407.330.5646 WEBSITE b1VW1N.CI.SANF0RD.I L US CITY COMMISSION LINDA KUHN MAYOR ART WOODRUFF DISTRICT 1 DFt. VELMA H WILLIAMS Di STRICT 2; VICE MAYOfi RANDY JONES DISTRICT 3 JACK T. BRIDGES DISTRICT 4 CITY MANAGER 30BERT (SHERMAN) YEHL. Z �- C V (--,)\ 1�_ - �_ 1 %0 UTILITIES DEPARTMENT��,,,` t August 3l , 2007 Certified Mai 19 7007 0220 0000 7292 1450 Mr. Sergio Urena Bravo Supermarket P. O. Box 22644 Lake Buena Vista, FI. 12830 SURJECT: Wastewater Pretreatment Requirements for Bravo Supermarket. 2921 Orlando Drive, Suite 120, Sanford, Fl, 32771 Dear Mr. Urena: The City of Sanford (City) is responsible for the safe and appropriate operation of the City's sanitary sewer collection system, wastewater treatment, wastewater reclamation and proper treatment of residuals disposal. Furthermore, the City is committed to protecting, the environment. On August 20, 2007 a Pretreatment Application and Survey Form for non- residential establishments was received and reviewed by the Oil and Grease Program office. Bravo Supermarket is required to install a sample box and two 750 gallon grease interceptor(s). It is recommended that a larger grease interceptors be installed to provide additional capacity for any future expansion. i Bravo Supermarket is required to pay the wastewater discharge application fee of $50.00 and wastewater discharge permit fee of $200.00. These fees are due and payable upon receipt of this certified letter. The following must be satisfied and/or submitted by Friday, September 28. 2007 for the required Wastewater Discharge Permit to be issued: I . A copy of a signed contract or service agreement with a state certified hauling company that will be cleaning the grease interceptors and disposing of the contents (the list of some of the companies in this area that provide hauling and cleaning services was faxed to you on August 20. 2007); 2. Successful pre -installation and post -installation inspections of the grease interceptors. Forty eight hours notice must be given prior to installation of the grease interceptor for pre -installation inspection. To schedule an inspection call the Utility Inspectors Office at (407)328-3846; and 3. Submission of all Material Safety Data Sheets (MSDS) for all chemicals utilized by this facility. Ile �,Ve_Wdee_ eee5y -hent device details and design specifications are enclosed. The device and its details n.iust be included with the engineering plans (utility and plumbing details) for approval. The plumbing pages should show all floor drains, sinks, and pits plumbed into the device before discharging into our collection system. Submit these plans to the Building and Licensing Department. Bravo Supermarket is required to inform the City of any changes in management, the proposed installation date of the interceptor, or changes in the contracts. l_)nannounced inspections oiIthe establishment may be conducted to verify compliance with the City Code of Ordinances. Please note that any delay in complying with City requirements will delay the issuance of the business license for your establishment. Businesses that open before issuance of the occupational license may be subject to fines and or penalties. Thank you for your time and efforts to comply with the City's Pretreatment requirements. Should you need more information or have any questions, please do not hesitate to contact the Oil and Grease Program Office at (407) 302-1084. Sincerely. Lamar Bass Environmental Coordinator Oil and Grease Program City of Sanford Enclosures (2) City of Sanford Utility Department Pretreatment Section Cell: ( 321) 696-5653 Phone: (407) 302-1084 Fax: (407) 302-1085 Grease Interceptor and Oil/Water Separator Design Specifications I. Construction, Inspection and Certification A. A minimum of 48 hours notices shall be given to the City's Pretreatment Section before the installation of the interceptor. B. The City will inspect the pretreatment device(s) before and after the installation to assure compliance with City specifications (cracks, proper dimension, plumbing specifications, etc.). C. The City's designated representative will periodically inspect all construction subject to these standards and specifications. The quality of all materials shall be subject to inspection and approved by the City. D. All sections that have been damaged after delivery will be rejected and, if already installed, removed and replaced, entirely at the CONTRACTOR expense. E. All newly installed interceptors shall be cleaned of any accumulation of silt, debris, or foreign matter of any kind, and shall be free from such accumulations at the time of the final inspection. F. After all required improvements had been installed, the Developer's ENGINEER shall submit certification to the City that the improvements have been constructed substantially according to approved plans and certifications. G. Non-compliance with approved plans or specifications or evidence of faulty materials or workmanship observed by the City will be called to the attention of the developer or Developer's Contractor. If not corrected in an expeditious manner, all work on the project will be suspended and/or the certificate of occupancy/completion withheld. Laboratory tests (for Grease & Oil, TSS, BOD, COD and pH) may be required as deemed appropriate by the City at the expense of the developer. Date revised: 05;30/07 Page I of 4 FOR M-GR07 st concrete Sections A. Pretreatment devices shall be leak -tight and constructed of, pre -cast concrete units, designed to withstand AASHTO H-20 loading. Manufacturer shall furnish certification of conformance with H-20 loading. B. The minimum base thickness for the pretreatment device shall be 8 inches for cast in place units, and 6 inches for precast units. C. All manhole frames and covers shall be traffic bearing to meet AASHTO H-20 loading, 1. Rebar: ASTM A615 grade 60 2. Mesh: ASTM A-185 grade 65 D. Manhole covers shall be labeled "Grease" and the diameter must be 24". The rim for the manhole cover shall be 6" high. E. Repair defective concrete, fill all depressions '/4 inch or deeper with non - shrink grout prior to coating. F. Sections shall be cured by an approved method for at least 28 days prior to painting and shall not be shipped until at least 2 days after having been painted. The coating manufacturer must approve any deviations to these cure times in writing. Concrete for manholes shall be Type Il, 4000 psi at 28 days minimum. G. The date of the manufacture and the name or trademark of the manufacture, shall be clearly marked on each pre -cast section. H. Interior surfaces of the pretreatment device(s) shall have a protective bituminous epoxy coating (or an equivalent product approved by the City) with a minimum dry mil thickness of 9 mils. I. Barrel, top, and base section shall have tongue and groove joints. J. Lift rings or non -penetrating lift holes shall be provided for handling pre- cast pretreatment device sections. K. All joint material shall be a cold adhesive preformed plastic gasket, conforming to FDOT Article 942-2. Page 2 ot'4 Dale revised, 05/30/07 FORM-GR07 x L. Non -penetrating lift holes shall be filled with non -shrink grout after the installation of the manhole sections. M. Baffle shall be sealed to the wall of the pretreatment device(s). N. The pretreatment device(s) shall be filled with clean water prior tb start up of the system. O. Top of the manhole casting located in the pavement, shoulder areas, and sidewalks shall be set flush to grade. P. The top of the manhole casting located outside these areas shall be placed 2 inches above grade prior to sodding. Q. There should be cleanouts, before pretreatment device(s), between each pretreatment device(s), after last pretreatment device(s), before and after Sample Box. R. It is required to use reversible HandHole Ring and FG covers for cleanouts that are being installed in locations for traffic bearing area's. III. Record Drawings A. Record drawings submitted to the City as part of the project acceptance shall comply with the following: 1. Drawings shall be legibly marked to record actual construction. 2. Drawing shall show actual location of all underground and above groundwater and wastewater piping and related appurtenances. 3. All changes to piping location including horizontal and vertical locations of utilities and appurtenances shall be clearly shown and referenced to permanent surface improvement. 4. Drawings shall show actual inside and outside piping. 5. Connections for the pretreatment device(s) and sampling port as established by the City. Page 3 of Date revised: 05/30/07 FORM-OR07 6. Each sheet of the plans shall be signed, sealed, and dated by the Developer's ENGINEER as being "Record Drawings". Construction plans stamped "Record Drawing" which lack the 7. above requirements or stamped "As -Built" will not be acceptable and shall be returned to the Developer's ENGINEER. 8. Copies of all testing results and system clearance documentation from regulatory agencies shall also be submitted to the CITY prior to the issuance of the "Certification of Completion". Pa,c 4 of a Date ieviseJ. 0�,3,W 7 FORM-GRO7 _� 7��`-,. � �+a�..-'�. � �': �° tea: � r-: �.ic'r'�:;9m . ��(+v�,n�i?eat:� u `µ_ ��f.�m�i�"��riaa� "�. w�as..� : + 7..44M: OF Grease Interceptor Inlet Wall (1) Lett Wall Facing Inlet (2) Right Wall Facing Outlet (3) Outlet Wall (4) B_ET City of Sanford Utility Department Sampling BOX DRAWING IS NOT 'i0 SCALE) PLkN VIEW L ,1 -.-....__...... «• :mac• � olLwxe conTn�clru. �rn�laor � ESTABLTSIIIL7I]Yl" or �� - =-D ceDLor —J I SEWER SAMPLING Box - MANHOLE COVER DEPTH WILL VARY ACCORDING TO -SIAM AT AmrLNG pox" TME DEPTH OFTHE SEWER SERVICE v n zs- e. f. C mtrHmum lt'• OR" mlMmum - 36I. 6" RUBBER BOOT LYFE F1 v v v •1�--- 3t'-----TI- i i oROQj-n— Page a of 4 • .. .. 1 '��-4a .:.. r � �'�. i � .. � , . �' ,«:"L .4 •.w Y¢ rtx 3u ( , :. ,. y.. `t � �Lv tet t� .IY3A'.., � :a:� d� ii COVEP. 8 FRAME FINLSHED PAVEMENT 24' 2U.. i r SAMPLII643 7;F7 - RUBBER /BOOT TYPE — INLFT -+ OUTLET- UTLET-6" 61,RUBBER 4 BOOT TYPE 1 4`. vb3?M OF LIQiNl1 "_ 4" 1 Q ZIL -1:3L - City of Sanford Utility Department Sampling BOX DRAWING IS NOT 'i0 SCALE) PLkN VIEW L ,1 -.-....__...... «• :mac• � olLwxe conTn�clru. �rn�laor � ESTABLTSIIIL7I]Yl" or �� - =-D ceDLor —J I SEWER SAMPLING Box - MANHOLE COVER DEPTH WILL VARY ACCORDING TO -SIAM AT AmrLNG pox" TME DEPTH OFTHE SEWER SERVICE v n zs- e. f. C mtrHmum lt'• OR" mlMmum - 36I. 6" RUBBER BOOT LYFE F1 v v v •1�--- 3t'-----TI- i i oROQj-n— Page a of 4 • .. .. 1 '��-4a .:.. r � �'�. i � .. � , . �' ,«:"L .4 •.w Y¢ rtx 3u ( , :. ,. y.. `t � �Lv tet t� .IY3A'.., � :a:� d� ii SES Series ustomized SimplexNVeather Proof Controller with Alarm STIONS Three. Phase High level alarm circuit quality simplex" °Field adfustable,for 208/230 includes spring loaded: rel=controller ; 6957,5V 60 Hz through door mounted ; Pmaintairs=_ ° 115V control circuit silence switch for manual; , pump,operation Includes high levelalarm warning for a variety of IIT sump, effluent, sewage.and water transfer applications. SPECIFICATIONS • Accepts sing' le or dual power feed. • Hand=off'automatic pump selection switch. • On"off"control circuit switch. • Oversized magnetic contactor. • Numbered terminal strip - screw type: • NEMA 4X 30watt, flashing red light • NEMA 4X, fiberglass enclosure with gasketed hinged door and stainless steel hardware NEMA$4X,:alarm horn = " • 1'15V, 5 amp, control circuit breaker. Single.Phase • Field adiustable for 1°15 or 230 V, 60 Hz. Maximum Pump Panel sunning Amps Order No, 20 51;0020 27;(3 HP) 510027*" 3Fi`(S:HPj"` S10o36' 'For 3 and:5 HP single-phase, includes run capacitors and pilot duty overloads. 37 transformer.: • Adjustable motoroverload protectors;' ; • Heaters notrequired. Maximum,:rump Panel Running Amps .,Panel Running - `1.6 to 2.5 S31625 4.0 to 6.3 S34063 6.3 to 10' " 536310 10 to 16 S31016 16 to0— 531620 20 to 25 S32025 FEATURES "Rugged NEMA 4X struction withstands -`even the most severe weather conditions and;preve.nts corrosion.`° -"' Hinged door with lockable stainless steel latch for safe operation indoorsan, Yout " silence of alarm;horn Throughdoor mounted alarm test swltch,:,Insures�" proper operatiowof th'e, alarm circuit withoutthe- need'to openthe�=panel: Through door mounted` pump run light. Top mounted high inte,nsity,flashing red=light,,-, Provides 3600 visibility: Pulsating; corrosion proof alarm horn. Color.codetl wiring, screw type terminals and plug in sockets; ensure ease.of:field servicing:." Field"oirirlg diagram, panel schematic and installation -instructions included: Panel can be wired for a single power feed"for pump and control%circuit"d� the control circuit can be wired to a separate power supply to insure alarm integrity in case :of a tripped pump breaker. Entire unit is UVCSA approved and listed. Effective May, 1994 BSPANEL 7 Control power on/off switch 8 H; 0 A switch 9 5amp circuit breaker (13643) 10.-Alarmsllence relay (13636) 11-. Contactor (R632) . 12.—Ter'minafstrip 13: Ground lug THREE PHASE (repair part no.) 1. NEMA 4X enclosure 2. Flash ing-alarm,light 3. Alarm horn (R650) 4."Pum��run light 5. Ata`rrti silence button _�� 6 �Alarm�testxb"utton . _ 7 ControVbower on/off switch 8. H O -A switch 01 DDD IL ADDITIONAL OPTIONS Code (add as required) A -Guaranteed pump;: Submergence circuit. B _ Auxiliary alarm contacts- non -powered ` C = 1:15U" condensation jo heater D = Single phase lightning arrestor E = Three;phase lightning arrestorn.F = Efa sed time meter° 1 p O— ;simplex H Sealfail' (1) — smplex.><. . _ .. When ordering additional' ,} options add the:appropriate code number`as a suffik to the panel order number. Example: S10029BF adds an auxiliary alarm contact and. FLOAT SWITCHE$ Separate level contmi switeh(es) required; two A2 2;three A2-3, or.two. A2-7. ENCLOSURE DIMENSIONS (in inches) Single;Phase A B C D E F 13% 16% 123/ 6% 53/� Three'Phase C 4 A B G D E F B D 15'/2 18'/s 14'/4 6% 7'% ..'. ,If o 0 AEF ►�J 'wAl WF A LUMMULUUM5 UHUUY " SENECA'FALLSNEW(10W 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. — — — - -38- - - - .... . _. F A r 7 Control power on/off switch 8 H; 0 A switch 9 5amp circuit breaker (13643) 10.-Alarmsllence relay (13636) 11-. Contactor (R632) . 12.—Ter'minafstrip 13: Ground lug THREE PHASE (repair part no.) 1. NEMA 4X enclosure 2. Flash ing-alarm,light 3. Alarm horn (R650) 4."Pum��run light 5. Ata`rrti silence button _�� 6 �Alarm�testxb"utton . _ 7 ControVbower on/off switch 8. H O -A switch 01 DDD IL ADDITIONAL OPTIONS Code (add as required) A -Guaranteed pump;: Submergence circuit. B _ Auxiliary alarm contacts- non -powered ` C = 1:15U" condensation jo heater D = Single phase lightning arrestor E = Three;phase lightning arrestorn.F = Efa sed time meter° 1 p O— ;simplex H Sealfail' (1) — smplex.><. . _ .. When ordering additional' ,} options add the:appropriate code number`as a suffik to the panel order number. Example: S10029BF adds an auxiliary alarm contact and. FLOAT SWITCHE$ Separate level contmi switeh(es) required; two A2 2;three A2-3, or.two. A2-7. ENCLOSURE DIMENSIONS (in inches) Single;Phase A B C D E F 13% 16% 123/ 6% 53/� Three'Phase C 4 A B G D E F B D 15'/2 18'/s 14'/4 6% 7'% ..'. ,If o 0 AEF ►�J 'wAl WF A LUMMULUUM5 UHUUY " SENECA'FALLSNEW(10W 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. — — — - -38- - - - .... . _. a 17r - j E uenSO p: 38 r CANADIAN STANDARD ASSOCIATION SP r r a %Three hase Motor: Fully submerged in APPLI '� HP - FEATURES CATIONS Y k 1'/z HP#200/230/460 V high-grade turbine oil for Specificallydesignetl zfor the 60Hz3500�RPM class BT; Impeher;Cast iron, semi lubncation and efficient heat f� insulation overload- open, non clog with pump transfer folloliiti6 uses . Homes out vanes for mechanical seal protection must be rotectlon Balanced for r Designed for Continuous Farms, in starter unit. p Operation Pump ratings are Trailer courts -bronze himp Ile availab a as „ µ, manufacturer s j� Smod - Motels stanlessrsteeed, 400 series ecommended working limits; e motor • Schools an option. Bearings, ball bearingscan be operated continuously s Hospitals upper and lower. Casing .Cast iron volute without3'tlamage. Industry • Power cord: 20 foot type for maximum efficiency. 0eanngs. Upper ands.. , - Effluent syste MS standard length (optional 2' NPT discharge adaptable lower heavy duty ball bearing len the available for Slide rail systems g ) construction SPECIFICATIONS Sir gle�Iphase '/3 and'/z HP Mechanlcal Seal Silicon Power Cable Severe duty T' –1'6/3 S'T0 with three carbide1vs gSlliconvsarb16" - . :' n Pump ron lu 3/4-1'/2 HP sealing faces Stainless steel rated ill water resistant • Solids handling capabilities: P, g P .g .. Epoxy seal on motor end 14/3 ST0 with "bare leads. metal parts; �BUNA=N �.:.. 3/," maximum Three phase:'/2-1'/2 HP elastomers. provides secondarymoisture • Discharge size: 2" NPT. –14/4 STO with,bare barrier in case of outer jacket Shaft: Corrosion -resistant Capacities up to 12$°GPM" leads. On CSA listed stainless steel. Threaded damage and to;preventoil • Total .heads up to 123 feet wicking. models –"20 foot length design. Locknut on three ' TDH:- $JTW"ai d'STW are 0 -ring: Assures positive • Mechaniealaseal: silicon phase models sealing against `contaminants carbi standard against component damage a m-: r de ntary seat/silicon � .,.. ��and oil;'leakage carbde_stationary seat, 300 on accidentafreverse rotation. series stamfess steel-metai parts , BUNA N elastomers. I - •Tem erature � Rs mer � -- w04°�QCOntlr}UOUS,3885 SIZE.'/," SOLIDS " M 144 F�(60°C) intermittent ,25 RPM VARIOUS • Fasteners 300 Series , -.SCPM stainless] steel �Q, 5 FT I •Capable f"" unning dry ---i— withouUamage to o. 20 1�_ cOmpone,pis. so .. Motor. a' 15 50 —+— • Single phase: 1/3 HP, 115 z or -230 V 60 Hz, 1750 RPM; 0 40 '/z HP,115 V, 60,Hz, 10 3500 RPM;; '/z HP-1'/2;HP, O: 30 230.V 60 Hz, 3500 ARM.' „ Built in overload with 5 20 automatic reset 10 Class„B insulation. 0 00 10 20 30 40 50 60 70 80 90 100 110 120 130GPM 10,20 30 m3/h CAPACITY 011 t T x Effective May, 1994 ®1994 f3oulds`Pumps Inc; 11 B3885 '7777 7 7q- I I 771.7 '" RATIMIRS Inallons per minute) 230 3 3.3 m 45 36. �- 25 52 77 18 60 i 460 230 1 10.0Y 17. ,. > 42 67 ��, ..,12 .., ... .58 = 55 54 200 6:2' 60 8 32 3:. 56. 51 , '/4208 - 230 3 5.4 3500 10 65 11 35 . 47 460 27 70 70 25 43 i 230 1 12.5 7540 200 8.1 ' 15: .. 1 208 --230 3 7.0 90 33 24 ' 460, X3.5.._ 100": 16 n� 230 _1 15.0 110: 5 200 120. _ -- --- — -- - - -------- 208 230 3 9.2 460 4 X146 8o DIMEMSI0�1S 200 (All Altrienslons areRm inches. Do not use:.for construction purposes) 2Q8-230 3.. " 92. -_ 'f,,'/z. �/� and 1 L.HP =>15' D` 460 4s6' exceptfor'model WE0712H and WE101T2H =18'; 11/2 HP = 18' a ' MODEL: 3885 _I SIZE: -3 /4"SOLIDS --- 121 -� I I ^ ROTATION D TNPT ?--sFT 811N - 014 f - KICK -BACK + EFFLUE11T EJECTOR SYSTEM 1 _ em g Package Includes: Effluent elector cyst offers ease, Of ordering Submersible Effluent Pump WE0311 L, 1 and Installation. A single Q. 12L or WE0311M 12M, WE0511HH,12HH Mercury Level Control Switch ordering�numbe -specifies A2-5 (115u), A2-6 (230V) f so X00 °PN1 a complete system designed �o eo p Basin A71801 S, Basin Cover A81822 0 20 30 40 so zo -1m for most residential and ' `� Check valve A9 -2P - - - 10 commerciarsump-and Order No: SWE031IL, SWE0312L, CAPACrr'r effluent pump applications. SWED31IK SWE0312M, SWE0511 HH, SWE0512HH. ER -TECHNOLOGIES GROUP_ __SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. - _ +ECA-FALLS:,NE —YDFiK 13148 1?