The URL can be used to link to this page

Home My WebLink AboutMiscellaneous - 545 JOHNSON STREET 7/30/2010 SUBSURFACE SEWAGE DISPOSAL SYSTEM LEA RECEIVED PUMP SIGN 545 Johnson Street r North Andover MA A M (Tax Map 98.A Block 13 Lot 0) OWNER: Frank Peluso 545 Johnson Street North Andover MA f JAn/IE: E� °N C DATE: 7/30/2010 Scanlan Engineering LLC #0321 P.O.BOX 906 GEORGETOWN, MA 01833 978-372-3440 545 Johnson Street Frank Peluso North Andover MA 545 Johnson Street (Tax Map 98.A Block 13 Lot 0) North Andover MA 7/30/2010 PUMP CALCULATIONS: DAILY FLOW: 330 GALLONS/DAY SOIL PERC RATE: 10 MIN/IN SOIL TYPE: CLASS II 4 DOSES/DAY VOLUME/DOSE: DOSE 82.5 GALLONS PIPE 12.9 GALLONS TOTAL 95.4 GALLONS/DAY FORCE MAIN: 2 DIA. C-VALUE: 140 PUMP CHAMBER: (INSIDE DIMENTIONS) 1000 GALLON MONO TANK LENGTH 8.83 FT WIDTH 4.17 FT EFF. DEPTH 4.00 FT PUMP CHAMBER INLET 96.93 SUMP 92.93 OFF 93.43 ON 93.80 ALARM 94.30 STATIC HEAD: 93.43 PUMP OFF 100.74 DBOX Hs 7.31 FEET EQUIVALENT LENGTH: (2" SCH-40 PVC PIPE) PUMP CHAMBER 1 90 DEGREE BENDS 5 FT 1 GATE VALVE 1.2 FT 1 CHECK VALVE 14 FT TOTAL 20.2 FT USE: 21 FT PIPE RUN 1 90 DEDGREE BENDS 5 FT 2 45 DEGREE BENDS 5 FT 1 TEE 12 FT LENGTH OF PIPE 79 FT ADDITIONAL LENGTH 8 FT TOTAL 109 FT USE 109 FT TOTAL EQUIVALENT LENGTH 130 FT 545 Johnson Street Frank Peluso North Andover MA 545 Johnson Street (Tax Map 98.A Block 13 Lot 0) North Andover MA 7/30/2010 SYSTEM CURVE: Q V Hf/100 FT Hf Hs TDH GPM FT/SEC FT/100FT FT FT FT 50 4.51 3.96 5.15 7.31 12.46 52.5 4.73 4.34 5.64 7.31 12.95 55 4.96 4.73 6.14 7.31 13.45 57.5 5.19 5.13 6.67 7.31 13.98 60 5.41 5.55 7.22 7.31 14.53 62.5 5.64 5.99 7.78 7.31 15.09 65 5.86 6.44 8.37 7.31 15.68 PUMP SPECIFICATIONS: MANUFACTURER BARNES PUMPS MODEL# SE411 HP 0.4 VOLT 115 PHASE 1 RPM 1750 DISCHARGE 2 INCH IMPELLER DIAMETER 5.44 INCH OPERATING POINT: HEAD 15.6 FT FLOW RATE 65 GPM TIME ON 1.5 MINUTES Series S Performance Curve www.cranepumps.com AHP, 1750RPM, 60Hz ?2", 2"& 3" Discharge � inches TOTAL HEAD (mm) METERS FEET 9 30 - -.- _--_- -- - -- - -= STANDARD IMPELLER SIZES - -- - - -- - _ Pump HP Impeller Dia - - - ----- - -- - -- - -- ''- - --- - 0.4 5.44(138) -5.44(138) -- - --- •-- - —------- 25 7 r47 30) --- - 1) -�_20 4}. 8) _ -- - - - + - 15 t } ... 2 - -- -- - 5 -- -- - - - ----- V9674 U.S.GALLONS 25 50 i 75 100 125 150 PER MINUTE LITERS 7 8 9 PER SECOND 1 2 3 4 5 6 Testing is performed with water,specific gravity 1.0 @ 68°F 4(20°C),other fluids may vary performance CRANE SAGE 3 PUMPS & SYSTEMS PAGE � DATE 6104 A Crane Co.Company USA:(937)778-8947 - Canada: (905)457-6223 • International: (937)615-3598 Series SE 2" Spherical Solids Handling www.cranepumps.com Manual &Automatic 1%", 2" & 3" Discharge DISCHARGE .......................2" NPT, Female,Vertical LIQUID TEMPERATURE SE411 ...........77°F(25°C) Continuous SE421 ...........104°F(40°C)Continuous VOLUTE...............................Cast Iron ASTM A-48, Class 30 MOTOR HOUSING..............Cast Iron ASTM A-48, Class 30 SEAL PLATE ......................Cast Iron ASTM A-48, Class 30 IMPELLER: Design.............2 Vane, Open with pump out vanes on back side, Dynamically Balanced, ISO G6.3 Material ..........Cast Iron ASTM A-48, Class 30 SHAFT ., ........................416 Stainless Steel SQUARE RINGS .................Buna-N i HARDWARE........................300 Series Stainless Steel PAINT...................................Air Dry Enamel SEAL: Design ............Single Mechanical, Oil Filled Reservoir, Secondary Exclusion Seal Material...........Carbon/CeramicBuna-N o 0 Hardware-300 Series Stainless CORD ENTRY......................15 ft. (5m) Quick Disconnect Cord with plug On 115Volt, Pressure Gromment for sealing and strain relief SPEED.................................1750 RPM (Nominal) UPPER BEARING................Single Row, Ball; Oil Lubricated Load................Radial LOWER BEARING...............Single Row: Ball, Oil Lubricated Series: SE (SE411 & SE421) Load................Radial&Thrust 4HP 1750RPM 60Hz MOTOR: Design ............NEIvIA L Torque Curve, Oil Filled, Squirrel Cage Induction Insulation........Class B SINGLE PHASE...................Permanent Split Capacitor(PSC) Includes Overload Protection in Motor LEVEL CONTROL..............."A" -Wide Angle, PVC, Mechanical, 15 ft(5m) cord with Piggy-Back Plug, N/O "VF"-Vertical Float, PVC, Snap Action, 15 ft(5m)cord,with Piggy-Back plug. MW OFF point ONLY is adjustable OPTIONAL EQUIPMENT.....Seal Material,Additional Cord C " us CSA 108 UL 778 6 LR16567 Sample Specifications:Section 1 Page 3. DESCRIPTION: SUBMERSIBLE NON-CLOG SEWAGE PUMP DESIGNED FOR TYPICAL RAW SEWAGE APPLICATIONS a CRAM E PUMPS & SYSTEMS PAGE SECTION 1B DATE 12107 A Crane Co. Company USA: (937) 778-8947 • Canada: (905) 457-6223 International: (937) 615-3598 Series 2" Spherical Solids Handling - Manual &Automatic www.cranepumps.com 9%", 2" & 3" Discharge SE411VF SE411 & SE421 (Less Float) Inches SE411 A (mm) 10.75 10.75 (273) 5.32 _ �j�1.56 (273) �-_5.32 f1.56 t- ---(135) I (40) (135) (40) i o i 1 ' o 1 i 1 1 1 i (197) t - I (197) 0 t p 16.76 I 116.76 (426) � 1(426) 8.75 ( (222) y 5.00; 5.00 1 (127) (127) i STOPSTABLE ('0) MODEL NO PART NO HP VOLT/PH Hz RPM NEMA FULL LOCKED CORD CORD CORD (Nom) START LOAD ROTOR SIZE TYPE O.D CODE AMPS AMPS inch (mm) SE411 096747 0.4 115/1 60 1750 C 12.0 19.0 14/3 SJTOW 0.375(9.5) SE411A 096748 0.4 115/1 60 1750 C 12.0 19.0 14/3 SJTOW 0.375(9.5) SE411VF 100836 0.4 11511 60 1 1750 C 12.0 1 19.0 14/3 SJTOW 0.375(9.5) SE421 096750 0.4 23011 60 1 1750 C 6.2 13.0 14/3 1 SJTOW 0.375(9.5) Mechanical Switch on SE-A;cord 16/2,SJOW.Piggy-Back Plug Vertical Switch on SE-VF,cord 16/2,SJOVV,0.320(8.1 mm)O.D.Piggy-Back Plug IMPORTANT I 1.) PUMP MAY BE OPERATED"DRY FOR EXTENDED PERIODS WTHOUT DAMAGE TO MOTOR AND/OR SEALS. 2.) THIS PUMP IS APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS. 3.) THIS PUMP IS NOT APPROPRIATE FOR THOSE APPLICATIONS SPECIFIED AS CLASS I DIVISION I HAZARDOUS LOCATIONS. 4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION.THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER PARKS.OR INSTALLATIONS IN WHICH HUMAN CONTACT VVITH PUMPED MEDIA 15 A COMMON OCCURRENCE. SECTION 1B PAGE 2 CRANE PUMPS & SYSTEMS DATE 12/07 A Crane Co. Company USA: (937) 778-8947 • Canada: (905)457-6223 • International: (937)615-3598 545 Johnson Street Frank Peluso North Andover MA 545 Johnson Street (Tax Map 98.A Block 13 Lot 0) North Andover MA 7/30/2010 BUOYANCY CALCULATIONS: STRUCTURE: 1500 GALLON MONOLITHIC 2-COMPARTMENT SEPIC TANK DIMENSIONS: (OUTSIDE) LENGTH 11.00 FT WIDTH 5.83 FT HEIGHT 5.83 FT INVERT-BOTTOM 4.58 FT WEIGHT: 13320 LBS MANHOLE DIAMETER 2 FT # MANHOLES 3 FOOTPRINT 64.1 SF ELEVATIONS: FINISH GRADE 99.60 MANHOLE GRADE 99.60 ESHGW 96.90 INLET INVERT 97.20 TOP 98.45 BOTTOM 92.62 SOILS INFORMATION: UNIT WEIGHT OF SOIL 115 LB/CUBIC FT WEIGHT OF SOIL* 7235 LBS FORCES: BALLAST WEIGHT 0 LBS WEIGHT OF SOILS 7235 LBS WEIGHT OF TANK 13320 LBS WEIGHT OF DISPLACED WATER 17127 LBS NET FORCES**: 3428 LBS (NEGATIVE INDICATES FLOATATION) FACTOR OF SAFETY: 1.20 *Neglect weight of soil over ballast. **Station assumed totally dry inside.Neglect weight of equipment inside and outside soil friction force. 545 Johnson Street Frank Peluso North Andover MA 545 Johnson Street (Tax Map 98.A Block 13 Lot 0) North Andover MA 7/30/2010 BUOYANCY CALCULATIONS: STRUCTURE: 1000 GALLON MONOLITHIC PUMP CHAMBER DIMENSIONS: (OUTSIDE) LENGTH 9.67 FT WIDTH 5.00 FT HEIGHT 5.83 FT INVERT-BOTTOM 4.67 FT WEIGHT: 14825 LBS MANHOLE DIAMETER 2 FT #MANHOLES 1 FOOTPRINT 48.4 SF ELEVATIONS: FINISH GRADE 99.50 MANHOLE GRADE 99.50 ESHGW 96.90 INLET INVERT 96.93 TOP 98.09 BOTTOM 92.26 SOILS INFORMATION: UNIT WEIGHT OF SOIL 115 LB/CUBIC FT WEIGHT OF SOIL* 7331 LBS FORCES: BALLAST WEIGHT 0 LBS WEIGHT OF SOILS 7331 LBS WEIGHT OF TANK 14825 LBS WEIGHT OF DISPLACED WATER 13999 LBS NET FORCES"`: 8157 LBS (NEGATIVE INDICATES FLOATATION) FACTOR OF SAFETY: 1.58 *Neglect weight of soil over ballast. **Station assumed totally dry inside. Neglect weight of equipment inside and outside soil friction force.