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HomeMy WebLinkAbout0022 RICHARDSON ROAD - Health (3) c-i�S(n, 120 6Za ®� Ca l �,- i 12- CENTERVILLE NURSING HOME - CENTERVILLE, MASS , i 2 SEPTIC SYSTEM .j COMPUTATIONS v v l� le7.51 ©K y ,a 'r j x AUGUST, 1983 i'• H.W. MOORE ASSOCIATES, INC. SUBJECT SHEET OF DATE 19,63 CONSULTING ENGINEERS Cl-L'1 e aglle /yU1r511�a' r COMP. BY ,r BOSTON, MASS. 02118 357-8145 n - ewaETL�iie`-�-� CHECK BY �A I 9 /oT.d L ,f�lliN�E�P o< .:h `4 Ij = - 7Z>7ZL L>AlGY 5E FWC' 721,v,r s /isoo x i. s = l 712 so 6-ge . . vs e y r �er�c�i tie = 3�'f ec�av�e cQe {�i ohcQ 3# e`Y 64ve Lilt-�a� : //500 (3x +(3Xe v a.s� 3 S c�iPs 80 Dp ` l Doi G PM '-PUv" C�)a►-r� be-r- eelC 33.S 2 = LEe D Pv�c.-t P o�v Alat _ = 33. ?S = 4L,A 2M �.g s = LAG PUAJP o/v I PUMP 01V,SION SECTION Yeomans 1999 N RUBY STREET 9000 H MELROSE PARK. IL'LINOIS 60160 SUBMERSIBLE PUMP CURVES 4x4x7x2 ANA 1750 R.P.M. s CURVE-NO.: - 8595 - - - - SPEED: 1750 . IMP. NO.: Y-2954 63/4 ° . (SIZE: 4x4x7x2 - -- r MAX.SPHERE: 2 50 s DISCH.SIZE: - - 40 -- TOTAL 6' HEAD t ��, ow - - - --<- i IN FT. \ e I 20 4" �e 1 L 3 H P 10 —> 2 HP � ; 1.5 HP 75 HP 1 HP L = LIMIT LINE 50 100 150 200 250 300 350 > GALLONS PER MINUTE it VE NO.: 890 48 SPE O 99IMP. -31 01 SIZE: 4x7x24a 64a A P 40 o° rOy\° IZ CH.SIZE: 5.1/8" ` 32 y° TOTAL y HEAD p IN FT. ti 5 t t I ay N�k"' \ H P 3 HP _ 8 2 HP L 1.5 HP� LIMIT LINE 80 160 240 320 400 480 560 GALLONS PER MINUTE w M1 Form PD 978-0242 Page 5 • SHEET 3 OF H.W. MOORE ASSOCIATES, INC. SUBJECT • DATE 1993 CONSULTING ENGINEERS �^ COMP. BY BOSTON, MASS. 02118 357-8145 V/ e In'd �s CHECK BY Y L` 2. 19 Boydco Model 103 Prefabricated Submersible Type Wet Pit Sewage Lift Station Factory assembled and delivered to the job site with all ec;uipment installed. Concrete is reinforced for compressive strength to 5000 psi. All joints and openings to be seal-ed_-so .as to b_e watertight.—_Sta_tlon will contain- ladder, two sewage pumps, internal cast iron piping, electrical controls, and internal wiring. j A. Pumps. Furnish two (2) non-clog, submersible sewage •; g pumps as manu- factured by Clow Corporation, Pump Division, Melrose Park, Illinois. Pumps shall be 4 x 4 x 7 x 2 size, Yeomans Series 9000, non-clog sub- mersible sewage pumps. Each pump shall be designed for a capacity of 125 gpm against 11 feet total dynamic head. B. Motors. Each pump shall have a U.L. listed, hermetically sealed, submersible type, electric motor of . 3/4 HP, 1,750 RP14 for operation on 208 volt, 3 phase, 60 hertz power designed to Class I ,Group D, Division I specifications, for use in hazardous locations and for general use in pumping water and sewage. The motor nameplate horse- power rating shall not be exceeded by the brake horsepower require- ment of the pump for the design condition of service specified and for the impeller diameter furnished. The motor shaft shall be stain- less steel, impervious to the liquid and waste matter which is being pumped. Thermal overload protection and a moisture detection system shall be built into the motor. Two mechanical seals shall be used to contain the oil in the probe and detection chamber. Two probes shall be supplied in this chamber for moisture detection. The mechanical seals shall have carbon and ceramic mating faces, stainless steel metal parts and Buna N elasto- meters. Thirty (30) feet of U.L. approved, extra hard usage, multi-conductor cable with ground wire shall be supplied with the motor. Lifting eyes shall be cast into the motor housing, adequately designed to lift the pump-motor assembly. C. Pump Construction: The pump shall be cc nstructed in accordance with ` ASTM Specifications Ao. A48-64, Class 30, which shall include cast iron for integral support legs , pump casing and impeller. All pipe flanges shall be faced and to the thickness required for compliance with 125 lb. American Standard. Eclt slcts are acceptable in lieu � of drilled holes. . i D. Pu:nc Casing. The pump casing shay_ be of the volute ripe and made :f { cast iron. The casing shall be ^ c cne piece cnstruc•-ic;n and cf ..._ r - - ttt center Lire discharCe design tc mir.r•^' ce �lccgl;5 cr flc•.j into-fer- ence. The extericr s all to ccvered E. Impeller : The impeller shall be cast in one piece and directly mounted to a one-piece stainless steel pump-motor shaft. it shall not recuire separate pump shaft or coupling. Each impeller shall be an enclosed two-port type. The impeller 'shall pass a 3" sphere . The ends of the blades shall be rounded to prevent clogging. The impeller hub shall be provided with a keyway and key and- will be locked to the punp shaft and maintained in this position by a washer and self-locking impeller screw. ` W.W. MOORE ASSOCIATES, INC. SUBJECT SHEET 4 OF CONSULTING ENGINEERS DATE ` COMP. BY BOSTON, MASS. 02118 357-8145 V CHECK BY A j F. Motor Bearings: Bearings shall be in accordance with electric motor specification B-10, life of 15,000 hours. Tne bottom bearing is to �5 be a locked shaft, high thrust, anti-friction bearing which prevents shaft movement. Quick Lift Assembly Furnish two (2) "Quick Lift" slide rail mechanism to guide submersible pump from upper level, to its operational location in the sump basin. A. Elbow: The base elbow shall be cast in accordance with ASTM Speci- fication A48-64, Class 30. All pipe flanges shall be faced and to � the thickness required for compliance with 125 lb. American Standard. Bolts slots are acceptable in lieu of drilled holes. Bolt slots .1 in the base are to be provided for mounting the elbow to the concrete floor or sole plate. The base elbow is specifically designed to permit the slide mechanism to link up the pu.Tp with the base elbow. B. Ftd:l . The gul-'e rail is to be constructed From standara structural angle, and is to be attached to the curb frame or door frame at the upper level by an attachment bracket. The rail shall be of the size indicated on t.'ie drawings. E C. Guide Shoes : Two teflon coated shoes are to guide the pump assembly down the guile rail until the shoes contact the discharge elbow. The pump then fulcrums about this point and positions the pump discharge flange to properly engage it with the discharge elbow. D. Jam washer : A neoprene Sam washer shall fit in the slide part to minimize leakage between the pump casing and base elbow. E. Sl;de: The pump -1iscjrarge is to be bolted to the slide on one side and the guide shoes are to be attached to the other side. The slide is to be guided in its descent and ascent by the rail and glide shoes. The guide rail upper bracket shall permit removal of the pump without having to disconnect the guide shoes. F. Chain: A 1/4" welded and galvanized steel chain shall lift the pump- motor assembly from the sump basin. The upper end shall be hung on a hook on the access door. G. Winch: One winch can be used to service both pumps in a duplex sta- tion. The cable type winch shall have a fabricated steel surport frame and have a capacity of 1500 pounds . The cable end is to be fitted with a grab hook to Properly link up with the listing chair, attached to the pump-motor combination. 2.23 Pi in : Piping to be 4-inch flanged cast iron. Gate valves to be bronze fitted double disk with non-rising stem. Check valves to be horizontal swing type bronze fitted. All valves and fittings to be 1250 flanged. 2.24 Controls : Controls to be cabinet mounted and pre-wired duplex type with fused disccnnect switches, across-the-line magnetic starters, electric alternator, II-O-A selector switches, pilot lights, high water alarm with k light, horn and horn silencing switch, ;NFEY_:; I for wall mounting in a - nearby building. Pump actuating devices will consist of three poly- ., 7 SHEETAAOF� 'I-I.W. MOORE ASSOCIATES, INC. SUBJECT 3 CONSULTING ENGINEERS 4�7y7�to �/ � �� DAT //Or /9 COMP. BY CA BOSTON, MASS. 02118 357-8145 A. A51 CHECK BY Alarm: The alarm for the pump station shall be on a separate system Standby Power: The pump and the alarm shall also be connected separetely, to the standby power source for the building. a s 's 'f f� S iy xv 1 •t - 7� i r° .y 't .d ti Y! 'tf h r 715 5050 May 11 , 1992 Thomas McKean Director of Public Health Dear Sir : Here is a complete engineering proposal prepared by Steve Haas of Eagle Engineering for two leeching field areas needed at Centerville Nursing Home . To be presented by Steve Haase , Administrator of Centerville Nursing Home and Steve Haas of Eagle Engineering on Tuesday , May 12 , 1992 at 7 : 30 PM for the Board of Health Meeting . Thank you, Richard T. LeMay Director of Building & Grounds RTL : nl 81: :?Fi�Si; r;^ a':s-L.IC Ia: I:ali al�il,j0N.- OF Li ;�IC.1L CARE BURrAU Ce 'EZAT TH FACILIT?:13 v0 S~.?1i OTACM ZTREEa B05T4-1 02116 In accordance r:ith the rem,nireme:ets of the General Laws,Chapter 111, ;ectio-a 72 to 73, inclusi'°c- as =icod04, the Board of HIalth cf BAO Y+•Ya' or Tovnn hereby certifies tSzat after" inapecti.on and evaluation tle B. pacilit, CE'NTERVILLE 1`?IJ,.SII[G HOME, INC. C. sddresa; 22 Richardson Road, Centerville, mass . 02632 1 D. j 9 x X Approved '14Not Approved as a suitable E. Individual N-nership Name and Business AddreJs of Applicant: a Partnership Name and Husine.s kiddress of Fach Partner: G. Corporation Title of Corporation: CENTERV ILLE NURSING 'HOME, INC. Names Business Address and Title of Two Officers of the Corporati.on a Dr. George J. Fink, President 1498 Falmouth Road, Centerville, Mass . 02632 Mr. Maurice Simon, 3 Center Plaza, Room 530 Boston Mass. 02108 H. Date 7/2 oberi- dhislds, Chas man *Je Eshbaugh Applicant to =,gletc Items B It C (Signature of Majority of alemhers tad E,F, or G as appropriate. of Hoard of Eealth or Conxalissiener Local i Oi:rd t0 dam::; Z:'$G lt£'' .3 A, o: ivzrtaT d Pont. D' gSe Gerald W. Hazard, M.D.