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Lift Station Clalculations tif 41 DESIGN GROUP, INC. _ • Edgewater Harbor - Liftstation 1 ADG 06034 Lift Station Calculations By: ' Atlas Design Group, Inc. Date: ' October 9, 2006 By: Curt M. Wimpee, P.E. Jeffery L. Mason, E.I. ' RECEIVED ' NOV 2 7 2006 City u. Development Services PP+ A 1 1 _ 4, I Project Name: Edgewater Harbor-Liftstation 1 �_ Project Number: ADG 06034 I Date: October 9,2006 +;'a :` ._ a �� Designer: Curt M.Wimpee,P.E. I I `` DESIGN GROUP, INC. — Sheet Description: Civil Engineering * Land Planning Projected Sewer Flows and Permitting * Construction Administration Equivalent Pipe Lengths PROJECTED SEWER FLOW 117 Units of Residential with 100,000 sq.ft of commercial IFlows were based on 250 GPD/Unit for Residential and 10 GPD/100 sq ft IAVERAGE DAILY FLOW(ADF)= 39,250 GPD =27.26 GPM IPEAK FLOW=ADF x PEAK FACTOR =4.0 =157,000 GPD =109.03 GPM IEQUIVALENT PIPE LENGTH PIPE DIAMETER =4 in IPHYSICAL LENGTH =900 LF VALVES AND FITTINGS U TYPE # EQ.LENGTH(FT) TOTAL(FT) 45 6 5.04 30.24 90 2 20.1 40.2 I 180 0 0 0 TEE 0 0 0 GATE VALVE 0 2.35 0 CHECK VALVE 0 28 0 IANGLE VALVE 0 0 0 GLOBE VALVE 0 0 0 TOTAL EQ.LENGTH =70.44 I (EQUIVALENT LENGTHS FROM MANUFACTURER'S SPECIFICATIONS) ITOTAL PIPE LENGTH =970.44 LF PIPE DIAMETER =6 in IPHYSICAL LENGTH =900 LF VALVES AND FITTINGS TYPE # EQ.LENGTH(FT) TOTAL(FT) I 45 1 5.04 5.04 90 0 20.1 0 180 0 0 0 TEE 1 0 0 I GATE VALVE 0 2.35 0 CHECK VALVE 1 28 28 ANGLE VALVE 0 0 0 _ GLOBE VALVE 0 0 0 I TOTAL EQ.LENGTH =33.04 (EQUIVALENT LENGTHS FROM MANUFACTURER'S SPECIFICATIONS) TOTAL PIPE LENGTH =933.04 LF I Edgewater Name:Project Project ge ater Harbor-Liftstation 1 ft( Project Number: ADG 06034 t. a,' x., Date: October 9,2006 `_ Designer: Curt M.Wimpee,P.E. if w „„ .,. . ' W�.._ ' �w ' DESIGN GROUP, INC.Civil Engineering * Land Planning Sheet Description:Wet Well Calculations Permitting * Construction Administration II.DETERMINE NUMBER OF STARTS PER HOUR IAVERAGE DAILY FLOW Qi=27.26 GPM PEAK DAILY FLOW Qd=109.03 GPM (use peak flow,check operating point) IASSUME 4 STARTS PER HOUR *MINIMUM OF 2 STARTS PER HOUR It=60 MIN /4 STARTS =1 START EVERY 15 MINUTES II.DETERMINE STORAGE VOLUME AND STAGE It=V/(Qd-Qi) + V/Qi IVOLUME=t*Qi*(Qd-Qi)/Qd =306.67 GAL (divide by 7.48 =40.999 CF DIAMETER OF WETWELL BOTTOM 8.0 FT ICROSS-SECTIONAL AREA OF WETWELL 50.256 SF (pi*r^2) DEPTH OF STORAGE REQUIRED =.816 FT (V/A) IIII.WETWELL CONTROL ELEVATIONS 1 TOP OF WETWELL: 13 IINVERT OF INCOMING PIPE: -2.01 I ALARM ON: -2.83 O 0 LAG PUMP ON: -3.64 O LEAD PUMP ON: -4.46 O PUMP OFF: -5.46 ', I. BOTTOM OF WETWELL: -7.46 DEPTH OF WETWELL: 20.46 IPROVIDED STORAGE>REQUIRED STORAGE? 1.00 FT > .82 FT THEREFORE O.K. I *IF PROVIDED STORAGE IS GREATER THAN REQUIRED STORAGE,THAN CYCLE TIME MUST BE CHECKED. I I I Project Name: Edgewater Harbor-Liftstation 1 it*- � Project Number: ADG 06034 I k , w 3� Date: October 9,2006 . � t,, •� Designer: Curt M.Wimpee,P.E. G DESIGN GROUP, INC. I Sheet Description: Civil Engineering * Land Planning Cycle Time Permitting * Construction Administration IVariables ADF = 27.26 GPM PDF 109.03 GPM Qpump = 180.00 GPM *This is found from the Pump Curve sheet for your specific pump Provided Storage 375.91 GAL 1 I.DETERMINE AVERAGE DAILY FLOW(ADF)CYCLE TIME FILL TIME = Provided Storage = 375.91 GAL = 13.79 min IADF 27.26 GPM RUN TIME = Provided Storage = 375.91 GAL = 2.46 min Qpump-ADF 152.74 GPM ADF CYCLE TIME =FILL TIME+RUN TIME 1 ADF CYCLE TIME = 13.79 min + 2.46 min ADF CYCLE TIME = 16.25 min GOOD,LESS THAN 30 MINUTES I1 I I I I I I I I I I I " Edgewater Name:Project s ewater Harbor-Liftstation 1 ry� pr �" ,tj� Project Number: ADG 06034 I ,,,� �� Date: October 9,2006 ht, g# { `� Designer: Curt M. mpee,P.E. DESIGN GROUP, INC. _ Sheet Description: I Civil Engineering * Land Planning Friction and Head Summary Permitting * Construction Administration IFRICTIONAL LOSS FROM PIPE FLOW ENTER VALUE OF"C"FOR USE IN THE WILLIAMS-HAZEN FORMULA =120.0 I4" Forcemain Liftstation 1 to Future Liftstation 2 connection UNIT TOTAL I FLOW SIZE OF LENGTH FRICTION (FT/FT) FRICTIONAL (GPM) F.M.(in) (FT) LOSS(FT) I 180 4 970.44 0.02641 25.632 200 4 970.44 0.03210 31.148 I250 4 970.44 0.04850 47.067 300 4 970.44 0.06796 65.947 I6" Forcemain Future Liftstation 2 connection to Existing 10" Forcemain UNIT TOTAL I FLOW SIZE OF LENGTH FRICTION FRICTIONAL (GPM) F.M.(in) (FT) (FT/FT) LOSS(FT) 180 6 933.04 0.00367 3.427 I200 6 933.04 0.00446 4.165 I250 6 933.04 0.00674 6.293 300 6 933.04 0.00945 8.818 STATIC HEAD I13.00 FT -- 5.46 FT = 18.46 FT STATIC HEAD = 18.46 FT (assuming FM runs above L.S.outlet EL.) IASSUME 19.00 FT TOTAL DYNAMIC HEAD AND SYSTEM HEAD REQUIREMENTS I1 2 3 4 4"FM 6"FM FLOW STATIC MAIN FRICTION TDH VELOCITY VELOCITY 1)From above. (GPM) (FT) (FT) (FT) (FT) (FT/SEC) (FT/SEC) 2)Head in connection to FM. I (psi*2.31) 180 19.00 78.5 29.059 126.56 4.60 2.04. 3)From above. 4)Static Head plus Friction Head. 200 19.00 78.5 35.313 132.81 5.11 2.27 I250 .19.00 78.5 53.360 150.86 6.38 2.84 300 19.00 78.5 74.765 172.27 7.66 3.40 I I0' Project Name: Edgewater Harbor-Liftstation I Project Number: ADG 06034 1 1 J; 1 , Date: October 9,2006 , :i '� Designer: Curt M.Wimpee,P.E. DESIGN GROUP, INC. I Sheet Description: Civil Engineering * Land Planning Bouyancy Calculation Permitting * Construction Administration I TYPE OF WETWELL= Concrete (Input CONCRETE or FIBERGLASS) WALL THICKNESS= 8 inches (Input 0 if FIBERGLASS) I GIVEN DENSITIES(LBS/CF) CONCRETE: 150.00 LBS/CF SOIL: 100.00 LBS/CF IWATER: 62.40 LBS/CF SEASONAL HIGH WATER TABLE ELEVATION: 4.0 FT I ***FIBERGLASS WETWELL** UPWARD FORCE= AREA X DEPTH X DENSITY OF WATER (.00 SF) (4.0 FT -- 7.46 FT) (62.40 LBS/CF) 00 LBS I AMOUNT OF CONCRETE NEEDED TO OFFSET: DIAMETER OF.WETWELL =8.00 FT ASSUME 8.0 FT x 8.0 FT BASE CONCRETE I8.0 FT x 8.0 FT x THICKNESS(FT) x 150.00 LBS/CF = .00 LBS MINIMUM THICKNESS= =.00 FT IUSE THICKNESS OF: N/A I ***CONCRETE WETWELL*** UPWARD FORCE= AREA X DEPTH X DENSITY OF WATER (50.26 SF) (4.0 FT 7.46 FT) (62.40 LBS/CF) 35931.99 LBS IAMOUNT OF CONCRETE NEEDED TO OFFSET: ASSUME 8.0 FT x 8.0 FT BASE CONCRETE I8.0 FT x 8.0 FT x THICKNESS(FT) x 150.00 LBS/CF = .00 LBS INSIDE DIAMETER = 8.00 FT OUTSIDE DIAMETER = 8.67 FT HEIGHT OF WETWELL = 20.46 FT CONCRETE IN WALLS =714.1 CF IDOWNWARD FORCE =107118 LBS MINIMUM THICKNESS= STRUCTURAL ONLY IUSE THICKNESS OF: 1.00 FT I I Project Name: Edgewater Harbor-Liftstation • Project Number: ADG 06034 �, , it Date: October 9,2006 ii,,..0„ ,° , ( Designer: Curt M.Wimpee,P.E. I ,.° :T DESIGN GROUP, INC. - Sheet Description: Civil Engineering * Land Planning Pump Recommendation Permitting * Construction Administration I RECOMMENDATION I PUMP: FLYGT MODEL: NP3153.181 SH IMPELLER SIZE: 155mm IDISCHARGE: 4" OPERATING POINT: 180 GPM @ 123'TDH I PHASE 3 VOLTAGE 230 RPM'S 3510 Horsepower 23 INOTES: I1)Connection main pressure provided by City of Edgewater Utility Department at 34psi(max). I I I I I I 1 I I I PRODUCT TYPE I FL z PERFORMANCE CURVE NP3153.181 SH DATE PROJECT CURVE NO ISSUE 2006-03-06 63-276-00-1078 1 I 1/1-LOAD 3/4-LOAD 1/2-LOAD POWER WER 23 hp IMPELLER DIAMETER POWER FACTOR 0.91 0.87 0.79 STARTING 155 mm EFFICIENCY 91.0% 91.5% 91.5% CURRENT... 415 A MOTOR# STATOR REV TED I MOTOR DATA RA FREQ.... 52 A 21-18-268 04Y// 10 --- --- SPEED COMMENTS INLET/OUTLET RATED FREQ. PHASES VOLTAGE POLES -/ 4 inch TOT.MOM.OF 3510 rpm 60 Hz 3 230 V 2 IMP.THROUGHLET INERTIA 0.029- 41.112 GEARTYPE RATIO 111 --- N A --- I --- BLADES 2 [hp] L, Li 1 iii WW _6o O 1s N 5 a CC = 14 z `� 1 ' j O � 0 12 0_ LL 1 10? J LL Li1 a O a I B.E.P.DUTY-POINT FLOW[USgpm] HEAD[ft] POWER[hp] EFF.[%] NPSHre[ft] 423 81.2 16.6 ( 15.2) 52.6 (57.3) 16.3 NPSHre [ft] 1- [ft] a I 't,1 LL 160 C(' rzTr.'til6 FoPn!7°— 40— w i- v)/ w 1 rr" m 140 35— r EFF. I120 30— [%] I1 Q100 ®� 25—50 I W 80 20—40 I60 . 15—30 I40 10—20 N N 20 / 5—10 0 o 0 0 N 0-0 0 100 200 300 400 500 600 [U pm] ri FLOW I >- LL NPSHre=NPSH3%+min.operational margin g=, T HI B Curve Performance with clear water and ambient temp 40°C I • l 1 N-3153 FLYBT Impeller/Motor/Nominal Sizes Issued: 11/04 Supersedes: 1/03 1 1 HP RATING PUMP IMPELLER VAC D1 D2 D3 D4 MODEL CODE NP I NS I NT NZ 1 412 LT 18 18 18 18 *8" 413 LT 15,18 15,18 15,18 15,18 I 8" 8" 8" ,10" 414 LT 12,15,18 12,15,18 12,15,18 12,15,18 415 LT 432 MT 18 18 18 18 1 433 MT 434 MT 15,18 15,18 15,18 15,18 6" 6" 6" 8" 435 MT 12,15,18 12,15,18 12,15,18 12,15,18 436 MT I N-3153 452 HT 200 453 HT 18 18 18 18 230/460 30 454 HT 455 HT 575 4" 4" 4" 6" 1 456 HT 15,18 15,18 15,18 15,18 457 HT 12,15,18 12,15,18 12,15,18 12,15,18 622 LT I 623 LT 624 LT 15 15 15 15 8 10" 10" or 12" 625 LT 10" I 273 SH 274 75 SH SH 23 23 23 i 23 3" 3" 6" 276 SH ILT=High Volume MT=Standard HT=High Head SH=Super High Head *for NZ only I a III 1 ill II, INIIIMINII ilk Ilk D2 Cskimi D2 D 1 D3 ,mi, lihniii I!-IIII .- D4 D4 I I,I •`Ii On 1 D NP NS NT NZ 1 ..Y.- J 1 N P-3153 ISection 4 I FLYGT I Outline Dimensions I Issued: 4/05 J Supersedes: 12/04 I R L I ACCESS COVER cr1tt'�EIluk M fI r�it'�'I � �, / N � I f:l y; REF. LINE V MIN. -- G I- -K I h_s `..s "J 3i j h_4_,, REF. LINE i (CLEAR INSIDE EDGE)ii 2" GUIDE BARS (2x) II (SCHEDULE 40 PIPE) POWER CABLE I TYPICAL SIMPLEX (NOT BY ITT FLYGT, CUT N TO LENGTH AT ASS'Y) ,f TYPICAL DUPLEX I STD. CLASS 125 1111111 I C.I. FLANGE H (NOM. SIZE) I I 0 NOTES: ■t V MIN. LIQUID LEVEL 1. DIM. TO END OF GUIDE F EC' I BARS. 2. REPRESENTS CLEAR INSIDE O I '-� T EDGE OF ACCESS FRAME FRAME OR OPENING. 2"_t © Z J 3. SEE STATION DWG. FOR COMPLETE INSTALLATION I WHEN DIMENSIONS. U -- 25'` -W (REQUIRED) 4. THE 4" SH PUMP HAS A COUNTER WEIGHT REF. LINE MOUNTED TO BOTTOM OF A—I — THE VOLUTE. I + I NOM. VERSION WEIGHT(LBS.) DISCH. C SIZE PUMP DISCH. 3" SHT 475 . 80 D 4" SH 545 95 I B x DIA. ANCHOR 4" HT 425 95 ___I I I IF BOLT (4x) 6" MT 455 120 VIEW ® © 8" LT 710 175 I ALL DIMENSIONS IN INCHES 10" LT 710 220 NOM. DIMENSIONAL CHART VERSION I S3IZ"E A B C D E F G H J K L M N P R S T U V W SHT 2i 9i 8 4 101 154 91 341 31 174 28 7 7 7 38 21 11 24 22 0 4" SH 24 9i 8 4 13 154 94 351 24 174 284 74 74 74 391 21 12 24 22 0 4" HT 24 9i 8 .4 13 154 94 34 34 171 29 71 84 8 40 21 11 3 22 0 I 6" MT 4i 11 10 5 14a 174 11 35 4i 171 294 71 10i 84 43 21 13 3 24 0 8" LT 54 11 10 5 15 174 12i 36 6i 20i 334 8 12 94 49 234 15 3 26 3 10" LT 14$ 194 10 5 154 174 14 39 104 224 38 10 14i 12i 564 254 23 3 35 10 I667536E I I NP-3153 e-Catalog I FLYGT I Lift Station Dimensions I Issued: 12/041 Supersedes: 1/01 c. PIT H DIA. O� Simplex S f GROUT ITT FLYGT MIX GROUT A OF ACCESS FRAME T q CIRCLE FLUSH VALVE CIRCLE / G (OPTIONAL)At‘ 03 FURTHEST PROTRUSION •ANCHOR Elp 2" TYP. R OF ACCESS FRAME �'� BOLT (4x) FROM CENTER OF PIT. 1 /L� 1� `c \`I W s _�— i (S�i-q - - I i PIT, PUMP�� J $j4 ) X V & UPPER\ . ' GUIDE BAR ID . —__ BRACKET `\ '� p 1 o B t \� _ __,�'� REF. POINT Y Z0 q PIT ' TOP VIEW CABLE HOLDER BASE SECTION ALL DIMENSIONS ARE IN INCHES DIMENSIONAL CHART MODEL NOM.VERSION STATION COVER SIZE A B C D F G H R S T U CVMW SIZE V W X Y Z '_AD NP 3" SHT 23 9i 8 4 151 2 39 361 153 93 72 93 11 FLE-5 30 x 36 27 41 10 34 47 4 NP 4" SH 21 9i 8 4 151 0 39 353 153 93 72 113 12 FLE-5 30 x 36 27 41 11 34 47 4 NP 4" HT 24 98 8 4 154 2 39 354 154 92 72 113 11 FLE-5 30 x 36 27 41 12 34 47 4 NP 6" MT 4B 11 10 5 174 2. 42 343 172 93 72 14 13 FLE-5 30 x 36 27 41 17 34 47 4 NP 8" LT 5- 11 10 5 173 2 42 413 163 73 72 192 15 FLE-6 30 x 48 28 41 17 46 59 4 NP 10" LT 143 194 10 5 173 4 156 50 17 63 96 392 23 FLE-8 36 x 48 33 47 17 46 59 4 PIT ITT FLYGT MIX 1 FLUSH VALVE S f (OPTIONAL) CLEAR INSIDE EDGE o Duplex — I T G A OF ACCESS FRAME FURTHEST PROTRUSION GROUT OF ACCESS FRAME FROM C I p3 CIRCLE R CENTER OF PIT. H DIA. i" ANCHOR 2" TYP. -�� GROUT '®� BOLT (8x) �i �� CIRCLE ,- ri ;, I O ®�I ' '�jt POINT TYP. 3 REF.I 'I , ' I PITS - �— 1.11 i-''! fiA\ X I� 'PUMP ANDS \ Ji,;:"!, NJI p V UPPER '•� r V GUIDE BAR I I`.�. „ BRACKET TYP. OW-- CABLE Nu Z 03 Y B HOLDER gPIT I TOP VIEW BASE SECTION ALL DIMENSIONS ARE IN INCHES DIMENSIONAL CHART MODEL NOM.VERSION STATION COVER SIZE A BC D F G H R ST U CV MW PL SIZE V W X Y Z AD --------. NP 3" SHT 23 9i 8 4 153 2 46 40 19 13 72 93 11 11 FLE-8 36 x 48 46 59 19 33 47 4 NP 4" SH 23 9i 8 4 153 2 46 393 181 12 72 113 12 11 FLE-8 36 x 48 46 59 19 33 47 4 111 NP 4" HT 23 91 8 4 153 2 50 452 153 9 72 113 11 11 FLED-13 36 x 60 57 71 28 32 47 4 NP 6" MT 48 11 10 5 173 4 52 46 143: 62 72 14 13 12 FLED-13 36 x 60 57 71 28 32 47 4 NP 8" LT 53 11 10 5 173 3 54 463 143 53 72;193 15 13 FLED-17 48 x 72 69 83 28 44 59 4 NP 10" LT 143 194 10 5 173 0 72 56 212 11 96 393 23 18 FLED-17 48 x 72 69 83 28 44 59 4 J 6816358 I I N-3153 Section .....FLY Electrical Data Issued: 3/05 Supersedes: 11/04 IMotor Data RATED RATED I OUTPUT FULL LOCKED LOCKED LOCKED ROTOR INPUT POWER VOLTS LOAD ROTOR ROTOR CODE LETTER POWER HP (kW) 0 NOM. AMPS AMPS KVA KVA/HP kW POLES/RPM I 200 48 219 42 15.0 (11.2) 3 460 21 195 75.7 F 12.9 6/1150 6 pole 575 17 76 I 200 59 330 114 20.0 (15.0) 3 230 52 296 117.8 117.8 G 17.0 4/1755 460 26 148 575 21 116 115.4 I 200 59 460 159 H 23.0 (17.0) 3 230 52 415 165 J 18.8 2/3510 460 26 207 165 J 575 21 189 188 K IPUMP EFFICIENCY POWER FACTOR MOTOR I HP 100%LOAD 75%LOAD 50%LOAD 100%LOAD 75%LOAD 0.75 0.70 50%LOAD 15.0 6 pole 87.0 88.0 88.0 0.58 20.0 87.5 89.0 89.0 0.83 0.77 0.66 I23.0 91.0 91.5 91.5 0.91 0.87 0.79 Cable Data I HP VOLTS MAX.LENGTH FT. CABLE SIZE/ CONDUCTORS PART NOMINAL DIA. (IN ONE CABLE) NUMBER (3) 6 AWG(PWR) 1 200 175 6/3-2-1-GC (2)10-AWG(CTRL) 94 21 09 31.0mm(1.22") (1) 8 AWG(GND) 15.0 (1)10 AWG(GC) 6 pole 230 145 (3) 8 AWG(PWR) I 460 590 8/3-2-1-GC (2)10 AWG(CTRL)"• 28.2mm(1.11") (1) 8 AWG(GND) 94 21 08 575 915 (1)10 AWG(GC) 200 130 i (3) 6 AWG(PWR) I 6/3-2-1-GC (2)10 AWG(CTRL) 230 170 675 31.0mm(1.22") (1) 8 AWG(GND) 94 21 09 460 20.0 (1)10AWG(GC) I (3)10 AWG(PWR) 10/3-2-1-GC (2)12 AWG(CNTL) 94 21 06 575 430 21.3mm(0.84") (1)10 AWG(GND) (1)12 AWG(GC) (3) 4 AWG(PWR) 230 185 4/3-2-1-GC (2)10 AWG(CTRL) 230 245 33.8mm(1.33") (1) 6 AWG(GND) 94 21 10 23.0 (1) 10 AWG(GC) I (3) 8 AWG(PWR) 460 405 8/3-2-1-GC (2)10 AWG(CTRL) 575 625 28.2mm(1.11") (1) 8 AWG(GND) 94 21 08 (1)10 AWG(GC) I 1