Hemet City Council
November 12, 2024

14.B

10/03/2024
Voucher List
City of Hemet
29 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213574 10/3/2024 99349 99349 FLORES, FRANK (Continued) Total : 300.00 213575 10/3/2024 98400 FLYING LION INC 1893 DRONE AS FIRST RESPONDER 2025-000208 DRONEREMOTE PILOT SERVICES
110-3013-2710 2,834.11
1916 DRONE AS FIRST RESPONDER
2025-000208 DRONEREMOTE PILOT SERVICES
110-3013-2710 1,205.51
Total : 4,039.62
213576 10/3/2024 80949 FOREMAN, JAMES OCT 2024 PYMT IN LIEU OF MEDICAL INS

PYMT IN LIEU OF MEDICAL INS
689-2150-2400 533.88
Total : 533.88
213577 10/3/2024 77149 FRANCHISE TAX BOARD Ben534100 WAGE ASSIGNMENT: PAYMENT WAGE ASSIGNMENT: Payment
750-2174 2,830.80
Total : 2,830.80
213578 10/3/2024 73998 FRANCHISE TAX BOARD (VRC) Ben534108 WAGE ASSIGNMENT: PAYMENT WAGE ASSIGNMENT: Payment
750-2174 190.21
Total : 190.21
213579 10/3/2024 94495 FRONTIER 2130124492 PHONE BILLS

PHONE BILLS
680-1935-2200 43.23
9511970831 PHONE BILLS

PHONE BILLS
110-3013-2400 592.02
9516528907 PHONE BILLS

PHONE BILLS
685-4560-2200 150.27
9519297978 PHONE BILLS

PHONE BILLS
680-1935-2200 169.16
Page: 29

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10/03/2024
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City of Hemet
30 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213579 10/3/2024 94495 FRONTIER (Continued)
9519298076 PHONE BILLS

PHONE BILLS
680-1935-2200 455.12
9519299725 PHONE BILLS

PHONE BILLS
680-1935-2200 274.51
Total : 1,684.31
213580 10/3/2024 93053 FUEL SERV 24-505s FUEL MASTER SYSTEM REPAIRS/SVC

FUEL MASTER SYSTEM REPAIRS/SVC
685-4560-2400 345.49
Total : 345.49
213581 10/3/2024 77842 GIGANDET, VINCENT OCT 2024 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 649.03
Total : 649.03
213582 10/3/2024 74479 GLENN, JOE OCT 2024 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 555.04
Total : 555.04
213583 10/3/2024 70333 GLOBAL INDUSTRIAL 122319569 DRINKING FOUNTAINS 2025-000308 Elkay ezH20 Outdoor Bottle Filler w/
110-4250-2801 12,776.00
NEW Riverside Co Sales Tax
110-4250-2801 1,117.90
Total : 13,893.90
213584 10/3/2024 86230 GOVCONNECTION, INC 75685145 ADOBE LICENSING - ANNUAL RENEWAL 2025-000342 (ITEM: 41661615) - (MFG Part #:
680-1933-2265 10,222.00
2025-000342 (ITEM: 41828112) - (MFG Part #:
680-1933-2265 8,529.70
Page: 30

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City of Hemet
31 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213584 10/3/2024 86230 86230 GOVCONNECTION, INC (Continued) Total : 18,751.70 213585 10/3/2024 27153 GOVERNMENT FINANCE OFFICERS 0223001 MEMBERSHIP

MEMBERSHIP
100-1400-2560 640.00
Total : 640.00
213586 10/3/2024 98976 GRACIE HUMAITA HEMET 17 GYM MEMBERSHIP 2025-000379 GYM MEMBERSHIP FOR EMPLOYEES ~
681-2350-2710 425.00
Total : 425.00
213587 10/3/2024 98419 GRANICUS LLC 189906 GRANICUS FOR GOVQA SERVICES 2025-000389 Granicus for GovQA Service
100-1300-2265 10,418.63
Total : 10,418.63
213588 10/3/2024 99158 GRAPHIC IMAGING SERVICES, INC 11571 GRAPHIC IMAGING SERVICES, INC. FOR 2024-000754 CO#1 - 7-17-24: additional services
120-4100-2610 5,492.76
2024-000754 CO#1 - 7-17-24: additional services
120-4101-2710 3,688.53
Total : 9,181.29
213589 10/3/2024 98519 GUARDIAN ALLIANCE TECHNOLOGIES 25515 PRE-SCREENING SOFTWARE FOR BACKGROUND IN 2025-000082 PRE-SCREENING - BACKGROUND
110-3013-2265 400.00
Total : 400.00
213590 10/3/2024 75359 HALTOM, LYNETTE OCT 2024 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 740.00
Total : 740.00
213591 10/3/2024 79661 HAMPTON, MARILYN OCT 2024 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 664.00
Page: 31

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City of Hemet
32 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213591 10/3/2024 79661 79661 HAMPTON, MARILYN (Continued) Total : 664.00 213592 10/3/2024 86483 HANIGAN COMPANY, INC 1-84094 FORMS/ENVELOPES/NOTICES/APPS

FORMS/ENVELOPES/NOTICES/APPS
100-1400-2250 810.84
1-84097 HANNIGAN UB/BL ENVELOPES & PAPER
2025-000124 HANNIGAN UB/BL ENVELOPES & PAPER
254-4600-2254 88.86
2025-000124 HANNIGAN UB/BL ENVELOPES & PAPER
254-4650-2254 88.86
2025-000124 HANNIGAN UB/BL ENVELOPES & PAPER
571-9000-2254 140.69
2025-000124 HANNIGAN UB/BL ENVELOPES & PAPER
100-1400-2250 1,081.35
Total : 2,210.60
213593 10/3/2024 77286 HARRIS AND ASSOCIATES INC 64464 DISTRICT ADMINISTRATIVE SERVICES FY 24/2 2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
225-8250-2710 3,643.50
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
228-8250-2710 1,873.50
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
227-8250-2710 1,770.00
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
234-3000-2710 516.15
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
234-3241-2710 516.15
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
788-8860-2710 1,969.20
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
229-8314-2710 908.50
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
229-8316-2710 694.50
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
229-8313-2710 855.00
2025-000373 LIGHTING & LANDSCAPE MAINTENANCE
Page: 32

14.B

10/03/2024
Voucher List
City of Hemet
33 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213593 10/3/2024 77286 HARRIS AND ASSOCIATES INC (Continued) 229-8322-2710 641.00
64465 CITYWIDE CFD FORMATION
2024-000748 CIVIL ENGINEERING/PLAN CH
229-2098 3,661.80
Total : 17,049.30
213594 10/3/2024 95611 HEMET BLUEPRINT 09262401 PRINTING SERVICES

PRINTING SERVICES
221-5765-2710 47.31
09262402 PRINTING SERVICES

PRINTING SERVICES
240-5768-2710 40.24
Total : 87.55
213595 10/3/2024 69934 HEMET TRUE VALUE HARDWARE 2409-067831 MISC TOOLS AND SUPPLIES 2025-000037 PARTS & SUPPLIES
685-4560-2450 49.75
2409-069067 MISC TOOLS AND SUPPLIES
2025-000037 PARTS & SUPPLIES
685-4560-2450 14.12
2409-069162 MISC TOOLS AND SUPPLIES
2025-000037 PARTS & SUPPLIES
685-4560-2450 21.73
2409-069476 MISC TOOLS AND SUPPLIES
2025-000037 PARTS & SUPPLIES
685-4560-2450 23.14
Total : 108.74
213597 10/3/2024 18626 HEMET, CITY OF WATER 00003288 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
00003352 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 539.04
00003353 DEPARTMENT WATER BILLS
Page: 33

14.B

10/03/2024
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City of Hemet
34 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213597 10/3/2024 18626 HEMET, CITY OF WATER (Continued)

DEPARTMENT WATER BILLS
685-4560-2110 182.00
00008251 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
254-4650-2110 109.28
00008360 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
254-4650-2110 7,593.56
00008372 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 166.88
00008373 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
254-4650-2110 7,899.13
00008587 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 122.95
00008589 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 270.72
00008649 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 273.05
00008710 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
00008772 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
00009043 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
110-4250-2110 1,004.87
00009274 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
Page: 34

14.B

10/03/2024
Voucher List
City of Hemet
35 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213597 10/3/2024 18626 HEMET, CITY OF WATER (Continued) 00009276 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 178.04
00009633 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 37.23
00045821 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
00049554 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 37.23
00054122 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 37.23
00054803 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 48.24
00081136 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
254-4650-2110 123.85
00089684 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 37.23
00093042 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
685-4560-2110 53.84
00097631 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 104.99
00151858 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
225-8250-2110 59.26
00152473 DEPARTMENT WATER BILLS

DEPARTMENT WATER BILLS
Page: 35

14.B

10/03/2024
Voucher List
City of Hemet
36 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213597 10/3/2024 18626 HEMET, CITY OF WATER (Continued) 110-4250-2110 540.93
Total : 19,831.00
213598 10/3/2024 93728 HIATT, MATTHEW REQ 071724 PER DIEM - INTERNAL AFFAIRS TRAINING

PER DIEM - INTERNAL AFFAIRS TRAINING
110-3000-2560 215.00
Total : 215.00
213599 10/3/2024 92731 HI-DESERT COMMUNICATIONS 41050 PD RADIO REPAIRS 2025-000083 RADIO REPAIRS
110-3241-2450 899.85
41058 PD RADIO REPAIRS
2025-000083 RADIO REPAIRS
110-3013-2710 562.50
Total : 1,462.35
213600 10/3/2024 97682 HIRSCH PIPE & SUPPLY CO INC 9766569 IRRIGATION SUPPLIES 2025-000216 IRRIGATION SUPPLIES
685-4560-2450 23.43
9773805 IRRIGATION SUPPLIES
2025-000216 IRRIGATION SUPPLIES
685-4560-2450 599.01
Total : 622.44
213601 10/3/2024 85344 HOLYOAK, TRAVIS REQ 092524 REIMBURSE EXPENSES - DMV PHY

REIMBURSE EXPENSES - DMV PHY
571-9000-2560 100.00
Total : 100.00
213602 10/3/2024 74732 HOME DEPOT CREDIT SERVICES 9599 MISC BUILDING/MAINTENANCE SUPPLIES 2025-000038 MISC BUILDING/MAINTENANCE SUPPLIES
571-9000-2450 780.07
Total : 780.07
213603 10/3/2024 98029 HYDROPRO SOLUTIONS 0003156-IN METERS AND METER INFRASTRUCTURE 2025-000018 METERS AND METER INFRASTRUCTURE
Page: 36

14.B

10/03/2024
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City of Hemet
37 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213603 10/3/2024 98029 HYDROPRO SOLUTIONS (Continued)
571-9000-2450 2,033.10
Total : 2,033.10
213604 10/3/2024 88647 I D S GROUP, INC 23E010.00-6 BRUBAKER PARK IMPROVEMENTS - ARPA PROJEC 2024-000431 CO#1 - 9-26-24: INCREASED PO TO COVER
270-5740-5400 3,150.00
Total : 3,150.00
213605 10/3/2024 98306 IMPERIAL SPRINKLER SUPPLY 0017818081-001 LANDSCAPE MATERIALS 2025-000084 LANDSCAPE MATERIALS
110-4250-2450 452.88
2025-000084 LANDSCAPE MATERIALS
228-8265-2450 452.89
Total : 905.77
213606 10/3/2024 99021 IMPERIAL, COUNTY OF INV25-00073 CENIC INTERNET PROVIDER FOR PUBLIC 2024-000715 CENIC internet provider for public
110-6100-2400 2,176.89
Total : 2,176.89
213607 10/3/2024 99298 INLAND FLEET SOLUTIONS INC 8112 VEHICLE REPAIRS

VEHICLE REPAIRS
684-4550-2350 766.65
Total : 766.65
213608 10/3/2024 32997 INLAND FOUNDATION ENGINEERING 19283 CIP 5755 - MATERIALS TESTING SERVICES 2024-000623 CO#2 - 7-23-24: Increased PO in
221-5755-2710 4,318.00
Total : 4,318.00
213609 10/3/2024 73226 INSIGHT PUBLIC SECTOR INC 11012004606 ANNUAL NETMOTION VPN RENEWAL 2025-000354 (NMCOMPCONRNW-CIH) - FULL ACCESS TO THE
680-1935-2265 9,650.00
1101205881 NETMOTION WIRELESS ABSOLUTE SECURE ACCES
2025-000358 ABSA-EDGE-12-GD~
110-3013-2265 3,088.25
Page: 37

14.B

10/03/2024
Voucher List
City of Hemet
38 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213609 10/3/2024 73226 INSIGHT PUBLIC SECTOR INC (Continued) 1101206407 NETMOTION LICENSES
2025-000357 NMCOMPCONRNW-CIH~
110-3013-2265 9,650.00
Total : 22,388.25
213610 10/3/2024 96140 INTELLIGENT VIDEO SOLUTION LLC 2407110820MK-NP SOFTWARE SUPPORT RENEWAL

SOFTWARE SUPPORT RENEWAL
110-3013-2265 1,188.00
Total : 1,188.00
213611 10/3/2024 99019 I-SHRED INCORPORATED 6661 SHREDDING SERVICES

SHREDDING SERVICES
254-4600-2710 8.37

SHREDDING SERVICES
254-4650-2710 8.37

SHREDDING SERVICES
571-9000-2710 13.26

SHREDDING SERVICES
100-1401-2710 30.00

SHREDDING SERVICES
100-1200-2710 10.00

SHREDDING SERVICES
100-1801-2710 10.00

SHREDDING SERVICES
120-1700-2710 10.00
Total : 90.00
213612 10/3/2024 95152 JESSE'S AUTO GLASS & 1411 UPHOLSTERY REPAIRS & BOTTOM SEAL

UPHOLSTERY REPAIRS & BOTTOM SEAL
684-4550-2350 250.00
Total : 250.00
213613 10/3/2024 73030 JIM MCCOMAS AUTO BODY RPR INC 2643 BODY REPAIRS TO CITY VEHICLES 2025-000264 AUTO BODY REPAIR TO CITY VEHICLES.
684-4550-2350 13,306.04
Page: 38

14.B

10/03/2024
Voucher List
City of Hemet
39 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213613 10/3/2024 73030 73030 JIM MCCOMAS AUTO BODY RPR INC (Continued) Total : 13,306.04 213614 10/3/2024 96893 JL GROUP LLC 24042EH.1 OUTSIDE EMPLOYEE INVESTIGATION SERVICES 2025-000385 OUTSIDE EMPLOYEE INVESTIGATION SERVICES
100-1801-2710 6,469.31
Total : 6,469.31
213615 10/3/2024 94142 JORDAN, DONNA N REQ 092624 REIMBURSE MEDICAL PREMIUM

REIMBURSE MEDICAL PREMIUM
689-2150-2400 359.00
Total : 359.00
213616 10/3/2024 84865 KAISER FOUNDATION HEALTH PLAN REQ 100424 MEDICAL INS-TRIETSCH & ELISON

MEDICAL INS-TRIETSCH & ELISON
689-2150-2400 1,975.08
Total : 1,975.08
213617 10/3/2024 97441 KIMLEY-HORN AND ASSOCIATES INC 092457004-0824 HOUSING ELEMENT UPDATE 2021-000542 CO#2 - 6-27-24: INCREASED PO ACCORDING
120-1701-2710 303.58
094257004-0924 HOUSING ELEMENT UPDATE
2021-000542 CO#2 - 6-27-24: INCREASED PO ACCORDING
120-1701-2710 1,661.38
Total : 1,964.96
213618 10/3/2024 19095 L N CURTIS & SONS INV866700 LN CURTIS BLANKET PO 2025-000271 BLANKET PURCHASE ORDER THRU 06/30/2025
110-3241-2450 1,550.34
Total : 1,550.34
213619 10/3/2024 38761 LAKE HEMET MUNICIPAL WATER DIS 05021102701 DEPT WATER BILLS

DEPT WATER BILLS
225-8250-2110 41.01
09010102001 DEPT WATER BILLS

DEPT WATER BILLS
228-8262-2110 221.75
Page: 39

14.B

10/03/2024
Voucher List
City of Hemet
40 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213619 10/3/2024 38761 38761 LAKE HEMET MUNICIPAL WATER DIS (Continued) Total : 262.76 213620 10/3/2024 83087 LITERACY PRO SYSTEMS, INC 9117 LITERACY ONLINE EDUCATION

LITERACY ONLINE EDUCATION
363-6300-2230 625.00
Total : 625.00
213621 10/3/2024 82468 LOWE'S OF HEMET STORE #1556 6212 MISC BUILDING/MAINTENANCE SUPPLIES 2025-000040 MISC BUILDING/MAINTENANCE SUPPLIES
110-3241-2450 251.79
2025-000040 MISC BUILDING/MAINTENANCE SUPPLIES
232-3220-2450 493.00
Total : 744.79
213622 10/3/2024 99345 M D M CONSTRUCTION INC 00156295 UTILITY REFUND

UTILITY REFUND
571-0835 2,146.23
Total : 2,146.23
213623 10/3/2024 99339 M G T IMPACT SOULTIONS INC 60351 SERVICES FOR SB90 STATE MANDATED CLAIMS 2024-000762 2023-2024 Annual & New Claims in FY
100-1401-2710 2,335.00
Total : 2,335.00
213624 10/3/2024 83765 MADDOX, DEREK EDUCAT 092424 REIMB - GED215 PHYCHOLOGY OF ADJUSTMENT REIMB - GED215 PHYCHOLOGY OF ADJUSTMENT
110-3000-1400 460.19
Total : 460.19
213625 10/3/2024 98428 MAKER, CHRISTOPHER REQ 091824 PER DIEM - ASSET FORFIETURE TRAINING

PER DIEM - ASSET FORFIETURE TRAINING
110-3000-2560 215.00
Total : 215.00
213626 10/3/2024 99342 MARTINEZ, ANNA REQ 091824 REIMB - STORE FRT VANDALISM RELIEF

REIMB - STORE FRT VANDALISM RELIEF
110-2500-2400 682.72
Page: 40

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10/03/2024
Voucher List
City of Hemet
41 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213626 10/3/2024 99342 99342 MARTINEZ, ANNA (Continued) Total : 682.72 213627 10/3/2024 99348 MARVEL, GERALD REQ 091724 REIMB - CONTROLLER REBATE PROG

REIMB - CONTROLLER REBATE PROG
571-9011-2400 109.08
Total : 109.08
213628 10/3/2024 79674 MATHESON TRI-GAS, INC 0030320900 OXYGEN PARTS & SUPPLIES/RENTAL 2025-000219 BLANKET PURCHASE ORDER~
110-3241-2450 266.70
Total : 266.70
213629 10/3/2024 69940 MCNIE, COLIN OCT 2024 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 4,493.96
Total : 4,493.96
213630 10/3/2024 79170 MICRO MOBILE TIRE COMPANY 93147 TIRES/SERVICE 2025-000132 TIRES/SERVICE
684-4550-2350 85.00
93169 TIRES/SERVICE
2025-000132 TIRES/SERVICE
684-4550-2350 45.00
93184 TIRES/SERVICE
2025-000132 TIRES/SERVICE
684-4550-2350 45.00
93191 TIRES/SERVICE
2025-000132 TIRES/SERVICE
684-4550-2350 60.00
93236 TIRES/SERVICE
2025-000132 TIRES/SERVICE
684-4550-2350 3,101.96
Total : 3,336.96
213631 10/3/2024 76810 MIDWEST TAPE, LLC 505983677 MIDWEST TAPE FOR STREAMING SERVICE HOOPL 2025-000237 Midwest tape streaming service, for
363-6101-2226 4,248.35
Page: 41

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10/03/2024
Voucher List
City of Hemet
42 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213631 10/3/2024 76810 76810 MIDWEST TAPE, LLC (Continued) Total : 4,248.35 213632 10/3/2024 96919 MULTI W SYSTEMS INC 32431136 WATER AND STORM DRAIN SUPPLIES 2025-000025 WATER AND STORM DRAIN SUPPLIES
571-9000-2450 2,371.87
Total : 2,371.87
213633 10/3/2024 60450 NAPA AUTO PARTS 234061 AUTO PARTS & SUPPLIES 2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 43.98
234300 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 79.99
234346 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 24.46
234384 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 55.17
234543 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 84.77
234559 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 53.07
234669 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 19.71
235185 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 378.49
235286 AUTO PARTS & SUPPLIES

AUTO PARTS & SUPPLIES
684-4550-2350 -4.59
235486 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
Page: 42

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City of Hemet
43 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213633 10/3/2024 60450 NAPA AUTO PARTS (Continued)
684-4550-2350 36.84
235553 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 42.67
235598 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 158.06
235717 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 212.69
236254 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 303.61
236290 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 24.49
236500 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 206.64
236625 AUTO PARTS & SUPPLIES
2025-000133 AUTO PARTS & SUPPLIES ~
684-4550-2350 40.48
Total : 1,760.53
213634 10/3/2024 94092 NICHE ACADEMY LLC 9925 SELF HELP ACADEMY PATRON SELF HELP 2025-000387 annual subscription for NiIche Academy
363-6101-2229 2,500.00
Total : 2,500.00
213635 10/3/2024 96020 NUTRIEN AG SOLUTIONS 55622841 LANDSCAPE MATERIALS CHEMICALS 2025-000226 LANDSCAPE MATERIALS CHEMICALS
254-4650-2450 1,723.90
Total : 1,723.90
213636 10/3/2024 72291 OFFICE DEPOT 382199731001 OFFICE SUPPLIES Page: 43

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213636 10/3/2024 72291 OFFICE DEPOT (Continued)
2025-000041 OFFICE SUPPLIES
110-3000-2250 153.65
389378544001 OFFICE SUPPLIES
2025-000041 OFFICE SUPPLIES
110-3003-2250 203.63
389378544002 OFFICE SUPPLIES
2025-000041 OFFICE SUPPLIES
110-3003-2250 11.26
Total : 368.54
213637 10/3/2024 97010 ONYX PAVING COMPANY INC 23-117-R RETENTION

RETENTION
221-2015 126,029.91
Total : 126,029.91
213639 10/3/2024 90418 O'REILLY AUTO PARTS 5531-456993 AUTO PARTS/SUPPLIES 2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 240.08
6282-135539 PARTS/SUPPLIES

PARTS/SUPPLIES
684-4550-2350 -806.79
6282-13661 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 65.77
6282-136656 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 261.71
6282-136673 PARTS/SUPPLIES

PARTS/SUPPLIES
684-4550-2350 -53.29
6282-136697 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 29.35
6282-136698 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
Page: 44

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45 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213639 10/3/2024 90418 O'REILLY AUTO PARTS (Continued)
684-4550-2350 17.38
6282-136771 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 461.37
6282-136920 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 43.49
6282-136982 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 320.04
6282-136983 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 4.34
6282-136992 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 285.77
6282-137048 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 19.55
6282-137175 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 19.55
6282-137239 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 8.31
6282-138000 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 45.97
6282-138021 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 87.25
6282-138168 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 23.90
6282-138179 AUTO PARTS/SUPPLIES
Page: 45

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City of Hemet
46 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213639 10/3/2024 90418 O'REILLY AUTO PARTS (Continued)
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 101.55
6282-138221 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 165.30
6282-138250 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 52.52
6282-138428 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 34.78
6282-138556 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 469.54
6282-138661 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 15.18
6282-138689 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 73.78
6282-139268 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 301.16
6282-139396 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 52.10
6282-139501 PARTS/SUPPLIES

PARTS/SUPPLIES
684-4550-2350 -333.19
6282-139502 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 16.65
6282-139705 PARTS/SUPPLIES

PARTS/SUPPLIES
684-4550-2350 -76.64
Page: 46

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City of Hemet
47 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213639 10/3/2024 90418 O'REILLY AUTO PARTS (Continued)
6282-139738 AUTO PARTS/SUPPLIES
2025-000227 AUTO PARTS/SUPPLIES
684-4550-2350 36.77
Total : 1,983.25
213640 10/3/2024 82115 PACKHAM & TOOMEY INC 2024393 UNDERGROUND STORAGE TANK INSPECTION/REPA 2025-000028 UNDERGROUND STORAGE TANK ~
685-4560-2400 400.86
2024395 UNDERGROUND STORAGE TANK INSPECTION/REPA
2025-000028 UNDERGROUND STORAGE TANK ~
685-4560-2400 135.00
2024396 UNDERGROUND STORAGE TANK INSPECTION/REPA
2025-000028 UNDERGROUND STORAGE TANK ~
685-4560-2400 135.00
Total : 670.86
213641 10/3/2024 91105 PAEZ, ARTHUR REQ 071724 PER DIEM - INTERNAL AFFAIRS TRAINING

PER DIEM - INTERNAL AFFAIRS TRAINING
110-3000-2560 215.00
REQ 092624 REIMB - WI FINAL INSP. MOBL COMMAND
REIMB - WI FINAL INSP. MOBL COMMAND
110-3000-2550 181.35
Total : 396.35
213642 10/3/2024 94367 PARKHOUSE TIRE, INC 2010917039 TIRES, TUBES, SUPPLIES & SERVICES 2025-000136 TIRES, TUBES, SUPPLIES & SERVICES~
684-4550-2350 544.70
2010917965 TIRES, TUBES, SUPPLIES & SERVICES
2025-000136 TIRES, TUBES, SUPPLIES & SERVICES~
684-4550-2350 463.24
2010917971 TIRES, TUBES, SUPPLIES & SERVICES
2025-000136 TIRES, TUBES, SUPPLIES & SERVICES~
684-4550-2350 450.06
2010919063 TIRES, TUBES, SUPPLIES & SERVICES
2025-000136 TIRES, TUBES, SUPPLIES & SERVICES~
Page: 47

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City of Hemet
48 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213642 10/3/2024 94367 PARKHOUSE TIRE, INC (Continued)
684-4550-2350 1,603.88
2010919066 TIRES, TUBES, SUPPLIES & SERVICES
2025-000136 TIRES, TUBES, SUPPLIES & SERVICES~
684-4550-2350 1,594.75
Total : 4,656.63
213643 10/3/2024 98644 PEREZ, AMBER REQ 091024 REIMB - 2DAY DISASTER EXPO REIMB - 2DAY DISASTER EXPO
110-3243-2550 214.90
Total : 214.90
213644 10/3/2024 92239 PINNEY, DEBRA OCT 2024 PYMT IN LIEU OF MEDICAL INSURANCE

PYMT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 1,324.03
Total : 1,324.03
213645 10/3/2024 77237 PINS & NEEDLES EMBROIDERY 15254 SHIRTS/HATS/PATCHES EMBROIDERY

SHIRTS/HATS/PATCHES EMBROIDERY
120-3300-2700 344.19
Total : 344.19
213646 10/3/2024 84339 PLUMBERS DEPOT INC PD-57098 WASTEWATER PARTS AND SUPPLIES 2025-000029 WASTEWATER PARTS AND SUPPLIES
254-4600-2450 831.13
Total : 831.13
213647 10/3/2024 72786 POSITIVE PROMOTIONS INC 07427796 KIDS HANDOUTS FOR FD OPEN HOUSE 2025-000253 VP-5735 FP23:A visit to the Fire
110-3225-2560 899.85
2025-000253 Freight
110-3225-2560 103.48

SAFETY PROGRAM SUPPLIES
100-2033 -78.74
NEW Riverside Co Sales Tax
110-3225-2560 78.74
Page: 48

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213647 10/3/2024 72786 72786 POSITIVE PROMOTIONS INC (Continued) Total : 1,003.33 213648 10/3/2024 97903 PRECISION CONCRETE CUTTING COH 091224-01 SIDEWALK INSPECTION AND REPAIR 2025-000288 SIDEWALK INSPECTION AND REPAIR
221-4200-2400 19,855.31
Total : 19,855.31
213649 10/3/2024 52875 PRESS ENTERPRISE CIP 5749 LEGAL ADVERTISEMENTS 2025-000042 LEGAL ADVERTISEMENTS ALL CITY
222-5749-2710 226.84
Total : 226.84
213650 10/3/2024 98646 QUADIENT INC 17455287 QUADIENT POSTAGE SUPPLIES 2025-000330 Quadient Postage Machine Supplies
100-1200-2250 0.37
2025-000330 Quadient Postage Machine Supplies
100-1400-2250 22.98
2025-000330 Quadient Postage Machine Supplies
100-1401-2250 5.41
2025-000330 Quadient Postage Machine Supplies
110-3200-2250 0.27
2025-000330 Quadient Postage Machine Supplies
110-3225-2250 1.79
2025-000330 Quadient Postage Machine Supplies
120-1700-2250 0.77
2025-000330 Quadient Postage Machine Supplies
120-1925-2250 0.51
2025-000330 Quadient Postage Machine Supplies
120-3300-2250 0.97
2025-000330 Quadient Postage Machine Supplies
120-3350-2250 4.32
2025-000330 Quadient Postage Machine Supplies
160-6100-2250 5.06
2025-000330 Quadient Postage Machine Supplies
571-9000-2255 11.27
2025-000330 Quadient Postage Machine Supplies
Page: 49

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City of Hemet
50 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213650 10/3/2024 98646 QUADIENT INC (Continued)
120-1701-2250 7.23
Total : 60.95
213651 10/3/2024 35500 QUINN COMPANY G4236801 CAT 430 BACKHOE 2025-000296 2024 CAT 430 Backhoe per quote 173320-02
380-9000-5400 179,179.59
NEW Riverside Co Sales Tax
380-9000-5400 15,685.22
G42370012 CATERPILLAR 914 WHEEL LOADER
2025-000297 One (1) New Caterpillar Model 914 Wheel
380-4200-5400 185,759.36
NEW Riverside Co Sales Tax
380-4200-5400 16,253.94
Total : 396,878.11
213652 10/3/2024 98297 REYNOLDS, HEIDI 126583986 K9 GROOMING K9 GROOMING
110-3003-2710 132.00
Total : 132.00
213653 10/3/2024 89482 RICHARDS, REBECCA ANN OCT 2024 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 476.00
Total : 476.00
213654 10/3/2024 78083 RIGHTWAY SITE SERVICES INC 393014 PORTABLE SANITATION SERVICES 2025-000030 PORTABLE SANITATION SERVICES
110-4250-2400 162.78
393242 PORTABLE SANITATION SERVICES
2025-000030 PORTABLE SANITATION SERVICES
110-4250-2400 108.75
Total : 271.53
213655 10/3/2024 72071 RIVERSIDE, COUNTY OF (DEH) IN1016996 PERMIT WELL #10 PERMIT WELL #10
571-9000-2450 997.00
Page: 50

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213655 10/3/2024 72071 RIVERSIDE, COUNTY OF (DEH) (Continued) IN1017174 PERMIT WELL #4
PERMIT WELL #4
571-9000-2450 997.00
IN1017196 PEMIT WELL #12
PEMIT WELL #12
571-9000-2450 997.00
IN1017215 PERMIT FIRE STATION #2
PERMIT FIRE STATION #2
685-4560-2400 1,293.00
IN1017265 PERMIT CITY YARD

PERMIT CITY YARD
685-4560-2400 1,524.00
IN1017302 PERMIT WELL #16
PERMIT WELL #16
571-9000-2450 997.00
IN1017364 PERMIT BOOSTER STATION #1
PERMIT BOOSTER STATION #1
571-9000-2450 997.00
IN1017380 PERMIT FIRE STATION #5
PERMIT FIRE STATION #5
685-4560-2400 997.00
IN1017427 PERMIT WELL #2
PERMIT WELL #2
571-9000-2450 997.00
IN1017442 PERMIT FIRE STATION #4
PERMIT FIRE STATION #4
685-4560-2400 1,293.00
Total : 11,089.00
213656 10/3/2024 81622 RIVERSIDE, COUNTY OF (FM) FM0000028943 NORTH MOUNTAIN LEASE - PSEC 2025-000209 SJ023 JULY 2024 - JUNE 2025 ~
110-3013-2400 629.04
Total : 629.04
213657 10/3/2024 75335 RIVERSIDE, COUNTY OF (SHERIFF) BCTC0079611 PD TRAINING Page: 51

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213657 10/3/2024 75335 RIVERSIDE, COUNTY OF (SHERIFF) (Continued) 2025-000092 TUITION
110-3000-2560 1,025.00
Total : 1,025.00
213658 10/3/2024 76780 RUSSO, JOHN OCT 2024 PYMT IN LIEU OF MEDICAL INS

PYMT IN LIEU OF MEDICAL INS
689-2150-2400 953.81
Total : 953.81
213659 10/3/2024 95366 RUSTON, JORDAN REQ 091824 REIMB - RIVCO PARAMEDIC CERTIFICATE

REIMB - RIVCO PARAMEDIC CERTIFICATE
110-3241-2560 50.00
Total : 50.00
213660 10/3/2024 69109 S E I U LOCAL 721 Ben534094 SEIU CONTRIBUTIONS: PAYMENT SEIU CONTRIBUTIONS: Payment
750-2163 2,865.30
SEIU OTHER CONTRIBUTIONS: Payment
750-2163 100.50
Total : 2,965.80
213661 10/3/2024 94440 S L I CLEANING SERVICES 6012 PD HAZMAT CLEANING SERVICES 2025-000141 BIO-HAZ CLEANUP SERVICES
110-3003-2710 1,375.00
6013 PD HAZMAT CLEANING SERVICES
2025-000141 BIO-HAZ CLEANUP SERVICES
110-3002-2710 929.00
Total : 2,304.00
213662 10/3/2024 99337 S O M PROGRAM 242505 2024-2025 STUDENT OF THE MONTH 2024-2025 STUDENT OF THE MONTH
100-1202-1400 2,000.00
Total : 2,000.00
213663 10/3/2024 73412 S S D ALARM P-01005981 ALARM SERVICES 2025-000031 ALARM SERVICES
Page: 52

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213663 10/3/2024 73412 S S D ALARM (Continued)
685-4560-2400 49.60
R-00541931 ALARM SERVICES
2025-000031 ALARM SERVICES
685-4560-2400 56.01
R-00542329 ALARM SERVICES
2025-000031 ALARM SERVICES
685-4560-2400 1,656.22
Total : 1,761.83
213664 10/3/2024 77415 SAFETY-KLEEN SYSTEMS INC 95418949 OILS 2025-000142 OILS
684-4550-2350 108.50
Total : 108.50
213665 10/3/2024 99212 SAFEWARE INC 30235370 INTELESYS - WIRELESS NETWORK REPLACEMENT 2024-000834 Network Hardware - Extreme AP 410
270-5738-5400 91,969.35
2024-000834 Network Hardware - AP Mounting Bracket
270-5738-5400 2,752.20
2024-000834 Support Third Party Products - AP
270-5738-5400 3,669.60
2024-000834 Support Third Party Products - XIQ
270-5738-5400 18,348.00
NEW Riverside Co Sales Tax
270-5738-5400 8,288.12
30237878 INTELESYS - DATA SWITCH REPLACEMENT
2024-000835 HPE Aruba 6100 48G Class4 PoE 4SFP
270-5738-5400 15,960.00
2024-000835 Aruba 6100 24G Class4 PoE 4SFP
270-5738-5400 11,655.00
2024-000835 Aruba 6100 Ethernet Switch 12 Ports
270-5738-5400 27,027.00
2024-000835 Aruba 6200F 48G Class4 PoE 4SFP
270-5738-5400 36,260.00
2024-000835 Aruba 6200F 24G Class4 PoE 4SFP
Page: 53

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City of Hemet
54 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213665 10/3/2024 99212 SAFEWARE INC (Continued)
270-5738-5400 8,120.00
2024-000835 Aruba 6300F 48 ports
270-5738-5400 17,741.94
2024-000835 HPE 10gb Single Mode SFP
270-5738-5400 42,857.20
2024-000835 HPE 10gb Multi Mode SFP
270-5738-5400 41,344.02
2024-000835 HPE 50gb Multi Mode SFP
270-5738-5400 6,932.00
2024-000835 HPE 40gb Multi Mode SFP
270-5738-5400 5,400.00
2024-000835 WIRE MANAGEMENT
270-5738-5400 11,520.00
2024-000835 Cat 5e Patch cables ] varied lengths
270-5738-5400 3,000.25
2024-000835 TAX
270-5738-5400 19,934.03
Total : 372,778.71
213666 10/3/2024 78085 SAN BERNARDINO, COUNTY OF (SD) 24-113-091AOT TRAFFIC COLLISION INVESTIGATION

TRAFFIC COLLISION INVESTIGATION
110-3005-2560 251.00
Total : 251.00
213667 10/3/2024 99146 SANDOVAL, BENIGNO REQ 092424 REIMB - MEALS @ IEDC TRAINING REIMB - MEALS @ IEDC TRAINING
120-1702-2560 56.00
REQ 092424 2 REIMB - 2024 CA ECONOMIC DEV TRAINING
REIMB - 2024 CA ECONOMIC DEV TRAINING
120-1702-2560 251.07
REQ 100124 PER DIEM - 2024 CA ECONOMIC SUMMIT
PER DIEM - 2024 CA ECONOMIC SUMMIT
120-1702-2560 192.00
Total : 499.07
Page: 54

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City of Hemet
55 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213668 10/3/2024 70507 SERNA, FRANK OCT 2024 PYMT IN LIEU OF MEDICAL INSURANCE

PYMT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 282.00
Total : 282.00
213669 10/3/2024 86439 SHERWIN-WILLIAMS CO 8390-4 PAINT MATERIALS AND SUPPLIES 2025-000061 PAINT MATERIALS AND SUPPLIES
685-4560-2450 102.20
8441-5 PAINT MATERIALS AND SUPPLIES
2025-000061 PAINT MATERIALS AND SUPPLIES
221-4200-2450 452.62
Total : 554.82
213670 10/3/2024 96245 SHOETERIA 0073172-IN EMPLOYEE SAFETY SHOES

EMPLOYEE SAFETY SHOES
571-9000-2700 1,127.66

EMPLOYEE SAFETY SHOES
254-4600-2700 171.00
Total : 1,298.66
213671 10/3/2024 92966 SKYLINE SAFETY AND SUPPLY 8716 STREET MAINTENANCE & SAFETY SUPPLIES 2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
221-4200-2700 555.94
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
225-8250-2450 287.23
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
571-9000-2700 730.74
2025-000145 STREET MAINTENANCE & SAFETY SUPPLIES
254-4600-2700 112.42
Total : 1,686.33
213672 10/3/2024 58450 SMART & FINAL 8801 FOOD AND BREAKROOM SUPPLIES 2025-000044 FOOD & BREAKROOM SUPPLIES~
110-3003-2700 154.16
Total : 154.16
Page: 55

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City of Hemet
56 2:05:18PM
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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213673 10/3/2024 98164 SOFTRESOURCES LLC 5235 CONSULTANT SERVICES FOR AN ERP SYSTEM 2023-000259 CO#1 - INCREASED PO TO ADD
316-5672-2710 1,800.00
Total : 1,800.00
213674 10/3/2024 99343 SOLO WRAPS & GRAPHICS 0999 BANNER BANNER
266-1205-2250 870.00
Total : 870.00
213678 10/3/2024 59145 SOUTHERN CALIFORNIA EDISON 700008961935 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 172.70
700009604660 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 76.67
700009673772 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 45.98
700009727225 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 22.40
700013684522 ELECTRIC BILLS

ELECTRIC BILLS
227-8262-2105 66.74
700016968576 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 15.24
700019417525 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 31.24
700024523664 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 117.60
700031062878 ELECTRIC BILLS

ELECTRIC BILLS
Page: 56

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Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213678 10/3/2024 59145 SOUTHERN CALIFORNIA EDISON (Continued) 225-8250-2105 52.38
700035557517 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 23.52
700058660388 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 71.65
700077883162 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 145.80
700078913281 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 28.29
700081967367 ELECTRIC BILLS

ELECTRIC BILLS
227-8272-2105 47.25
700082038301 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 69.16

ELECTRIC BILLS
227-8262-2105 82.36
700082208958 ELECTRIC BILLS

ELECTRIC BILLS
227-8288-2105 31.66
700141243966 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 160.79
700145713040 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 85.26
700145761944 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 44.00
700157456912 ELECTRIC BILLS

ELECTRIC BILLS
Page: 57

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Voucher List
City of Hemet
58 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213678 10/3/2024 59145 SOUTHERN CALIFORNIA EDISON (Continued) 228-8272-2105 3.20
700169591309 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 18.05
700234915553 ELECTRIC BILLS

ELECTRIC BILLS
227-8263-2105 96.38
700239287122 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 39.58
700241340084 ELECTRIC BILLS

ELECTRIC BILLS
227-8294-2105 17.76
700243116497 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 18.19
700251809620 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 78.77
700297094674 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 158.92
700301114316 ELECTRIC BILLS

ELECTRIC BILLS
227-8273-2105 83.79
700317596939 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 66.57

ELECTRIC BILLS
221-4200-2105 87.84
700320429036 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 86.40
700351156414 ELECTRIC BILLS

ELECTRIC BILLS
Page: 58

14.B

10/03/2024
Voucher List
City of Hemet
59 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213678 10/3/2024 59145 SOUTHERN CALIFORNIA EDISON (Continued) 221-4200-2105 37.70
700351498237 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 125.43
700352812888 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 0.46
700375275765 ELECTRIC BILLS

ELECTRIC BILLS
227-8288-2105 23.10
700375530995 ELECTRIC BILLS

ELECTRIC BILLS
227-8288-2105 20.29
700376666505 ELECTRIC BILLS

ELECTRIC BILLS
227-8288-2105 23.66
700380775968 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 20.01
700387655591 ELECTRIC BILLS

ELECTRIC BILLS
571-9000-2105 15,547.67
700444338856 ELECTRIC BILLS

ELECTRIC BILLS
228-8299-2105 3.96
700446827312 ELECTRIC BILLS

ELECTRIC BILLS
227-8280-2105 330.38
700454261148 ELECTRIC BILLS

ELECTRIC BILLS
228-8250-2105 28.16
700480688190 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 3.26
700487283382 ELECTRIC BILLS
Page: 59

14.B

10/03/2024
Voucher List
City of Hemet
60 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213678 10/3/2024 59145 SOUTHERN CALIFORNIA EDISON (Continued)

ELECTRIC BILLS
225-8250-2105 31.52
700488851449 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 91.74
700492639297 ELECTRIC BILLS

ELECTRIC BILLS
227-8280-2105 30.82
700499979167 ELECTRIC BILLS

ELECTRIC BILLS
685-4560-2105 1,953.79
700519837895 ELECTRIC BILLS

ELECTRIC BILLS
571-9000-2105 1,145.56
700520877112 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 79.82
700522798520 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 26.33
700538781894 ELECTRIC BILLS

ELECTRIC BILLS
110-4250-2105 1,054.03
700541612476 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 100.93

ELECTRIC BILLS
227-8283-2105 40.07

ELECTRIC BILLS
228-8283-2105 14.30

ELECTRIC BILLS
225-8250-2105 65.80
700543535201 ELECTRIC BILLS

ELECTRIC BILLS
227-8280-2105 172.52
Page: 60

14.B

10/03/2024
Voucher List
City of Hemet
61 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213678 10/3/2024 59145 SOUTHERN CALIFORNIA EDISON (Continued) 700546502690 ELECTRIC BILLS

ELECTRIC BILLS
571-9000-2105 40,277.59
700575637955 ELECTRIC BILLS

ELECTRIC BILLS
685-4560-2105 57,721.69

ELECTRIC BILLS
225-8250-2105 163.38

ELECTRIC BILLS
221-4200-2105 53.62
700591565052 ELECTRIC BILLS

ELECTRIC BILLS
571-9000-2105 254.91
700591592435 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 89.85
700606777682 ELECTRIC BILLS

ELECTRIC BILLS
685-4560-2105 32.22
700620085981 ELECTRIC BILLS

ELECTRIC BILLS
225-8250-2105 82.76
700634165028 ELECTRIC BILLS

ELECTRIC BILLS
685-4560-2105 58.81
700691090991 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 74.82
700691091395 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 67.58
700703334920 ELECTRIC BILLS

ELECTRIC BILLS
228-8287-2105 19.74
700714804966 ELECTRIC BILLS
Page: 61

14.B

10/03/2024
Voucher List
City of Hemet
62 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213678 10/3/2024 59145 SOUTHERN CALIFORNIA EDISON (Continued)

ELECTRIC BILLS
221-4200-2105 62.52
700714805067 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 61.30
700814423663 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 103.40
700814443669 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 61.18
700819551832 ELECTRIC BILLS

ELECTRIC BILLS
221-4200-2105 62.58
700897938744 ELECTRIC BILLS

ELECTRIC BILLS
228-8288-2105 66.56
700903398228 ELECTRIC BILLS

ELECTRIC BILLS
229-8316-2105 17.42
700903409443 ELECTRIC BILLS

ELECTRIC BILLS
229-8316-2105 17.11
700903426924 ELECTRIC BILLS

ELECTRIC BILLS
229-8316-2105 17.66
700903445516 ELECTRIC BILLS

ELECTRIC BILLS
229-8316-2105 17.42
Total : 122,501.57
213679 10/3/2024 98189 SPARKLETTS 22702263 091824 DRINKING WATER 2025-000045 WATER DELIVERY
110-3000-2250 309.23
22863333 092824 DRINKING WATER
Page: 62

14.B

10/03/2024
Voucher List
City of Hemet
63 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213679 10/3/2024 98189 SPARKLETTS (Continued)
2025-000045 WATER DELIVERY
120-4102-2250 49.94
Total : 359.17
213680 10/3/2024 96735 SPEAKWRITE LLC 712f396c PD TRANSCRIPTION SERVICES 2025-000096 PD TRANSCRIPTION SERVICE
110-3002-2710 18.32
Total : 18.32
213681 10/3/2024 99336 SPIRIT OF JOY COMMUNITY CHURCH REQ 091824 REIMB - STORE FRTN VANDALISM RELIEF

REIMB - STORE FRTN VANDALISM RELIEF
110-2500-2400 2,500.00
Total : 2,500.00
213682 10/3/2024 60005 STANDARD INSURANCE OF OREGON Ben534092 LIFE INSURANCE GENERAL: PAYMENT LIFE INSURANCE GENERAL: Payment
750-2145 624.00
LIFE INSURANCE MGMT: Payment
750-2145 784.00
LIFE INSURANCE AT WILL: Payment
750-2145 383.04
LIFE INSURANCE POLICE: Payment
750-2145 812.00
LIFE INSURANCE FIRE: Payment
750-2145 864.00
LIFE INSURANCE HNSPEA: Payment
750-2145 248.00
Total : 3,715.04
213683 10/3/2024 76654 STAPLES ADVANTAGE 3012301968 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS 2025-000046 OFFICE SUPPLIES
120-3300-2250 184.39
6011828283 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
110-3000-2250 27.52
Page: 63

14.B

10/03/2024
Voucher List
City of Hemet
64 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213683 10/3/2024 76654 STAPLES ADVANTAGE (Continued)
6011828284 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
100-1400-2250 49.47
6011828285 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
110-3007-2250 75.17
6011828286 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
100-1200-2250 15.36
6011828287 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
100-1200-2250 18.18
6012301967 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
160-6100-2250 554.49
6012301969 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
110-3007-2250 165.96
6012301970 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
120-1701-2250 193.60
6012301972 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
120-1701-2250 83.86
6012975087 OFFICE SUPPLIES FOR ALL CITY DEPARTMENTS
2025-000046 OFFICE SUPPLIES
110-3000-2250 550.04
Total : 1,918.04
213684 10/3/2024 30355 SUPERIOR REDI MIX 448242 READY MIX CONCRETE, CLASS II BASE AND SA 2025-000149 READY MIX CONCRETE, CLASS II BASE AND
571-9000-2450 556.31
450040 READY MIX CONCRETE, CLASS II BASE AND SA
2025-000149 READY MIX CONCRETE, CLASS II BASE AND
221-4200-2450 474.51
Page: 64

14.B

10/03/2024
Voucher List
City of Hemet
65 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213684 10/3/2024 30355 SUPERIOR REDI MIX (Continued)
451140 READY MIX CONCRETE, CLASS II BASE AND SA
2025-000149 READY MIX CONCRETE, CLASS II BASE AND
221-4200-2450 1,556.49
Total : 2,587.31
213685 10/3/2024 99340 T C B PROCESS SERVICE INC 2958 SERVICE OF PROCESS

SERVICE OF PROCESS
100-1801-2710 180.00
Total : 180.00
213686 10/3/2024 71611 TAVARES, JOSE OCT 2024 PAYMENT IN LIEU OF MEDICAL INS

PAYMENT IN LIEU OF MEDICAL INS
689-2150-2400 176.00
Total : 176.00
213687 10/3/2024 79158 THOMSON REUTERS 850414290 PUBLICATIONS

PUBLICATIONS
110-3013-2265 311.90
Total : 311.90
213688 10/3/2024 98972 TIER 1 INVESTIGATIONS LLC 1100 PD BACKGROUND INVESTIGATIONS - TIER 1 2025-000204 BACKGROUND INVESTIGATIONS
110-3000-2710 5,462.50
1103 PD BACKGROUND INVESTIGATIONS - TIER 1
2025-000204 BACKGROUND INVESTIGATIONS
110-3000-2710 1,250.00
Total : 6,712.50
213689 10/3/2024 99232 TIM MORAN FORD HEMET 1070883CM CREDIT MEMO COVER

CREDIT MEMO COVER
684-4550-2350 -270.95
1071143 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 159.10
1071382 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
Page: 65

14.B

10/03/2024
Voucher List
City of Hemet
66 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213689 10/3/2024 99232 TIM MORAN FORD HEMET (Continued) 684-4550-2350 628.03
1071514 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 693.31
1071515 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 139.77
1071516 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 124.07
1071597 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 443.02
2024FORD MAVERICK 2024 FORD MAVERICK
2025-000365 2024 FORD MAVERICK XLT~
380-3000-5400 30,428.75
NEW Riverside Co Sales Tax
380-3000-5400 2,662.52
Total : 35,007.62
213690 10/3/2024 99232 TIM MORAN FORD HEMET 1071711 VEHILCE PARTS AND SERVICES 2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 94.35
1071788 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 83.72
1142397 VEHILCE PARTS AND SERVICES
2025-000319 VEHICLE PARTS AND SERVICES~
684-4550-2350 1,049.10
Total : 1,227.17
213691 10/3/2024 88518 TYLER TECHNOLOGIES INC 045-483698 EERP 2025-000173 Implementation
316-5672-2260 1,008.33
2025-000173 Implementation
Page: 66

14.B

10/03/2024
Voucher List
City of Hemet
67 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213691 10/3/2024 88518 TYLER TECHNOLOGIES INC (Continued) 571-5672-2260 1,391.67
045-484772 EERP
2025-000173 Implementation
316-5672-2260 336.11
2025-000173 Implementation
571-5672-2260 463.89
Total : 3,200.00
213692 10/3/2024 80956 U S BANK VOYAGER FLEET SYS 869123901 FUEL FUEL
110-3000-2623 1,211.90
FUEL
221-4200-2623 375.02
FUEL
571-9000-2623 444.84
FUEL
110-3200-2623 671.98
8691239012439 FUEL
FUEL
110-3000-2623 1,538.28
FUEL
221-4200-2623 62.13
FUEL
254-4600-2623 470.28
FUEL
110-3200-2623 479.04
Total : 5,253.47
213693 10/3/2024 98983 UBELHOR, KELLEY REQ 092424 REIMB - CA CLETS USER GROUPS SEMINAR

REIMB - CA CLETS USER GROUPS SEMINAR
110-3008-2560 290.48
Total : 290.48
213695 10/3/2024 91112 UNIFIRST CORP 2200173799 UNIFORM CLEANING SERVICES 2025-000048 UNIFORM CLEANING SVC
Page: 67

14.B

10/03/2024
Voucher List
City of Hemet
68 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213695 10/3/2024 91112 UNIFIRST CORP (Continued)
685-4560-2400 92.25
2200173802 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 20.82
2200173803 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 27.96
2200173804 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 19.61
2200173805 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 9.46
2200173806 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 10.95
2200173807 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 17.84
2200173808 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 32.46
2200173809 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 7.38
2200173810 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 8.87
2200176355 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2700 48.85
2200178911 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-3000-2700 135.80
2200178920 UNIFORM CLEANING SERVICES
Page: 68

14.B

10/03/2024
Voucher List
City of Hemet
69 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213695 10/3/2024 91112 UNIFIRST CORP (Continued)
2025-000048 UNIFORM CLEANING SVC
110-4250-2700 19.15
2200178921 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
221-4200-2700 38.33
2200178923 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
684-4550-2700 44.46
2200178924 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
684-4550-2700 42.52
2200178925 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
225-8250-2450 13.55
2025-000048 UNIFORM CLEANING SVC
228-8250-2700 13.55
2025-000048 UNIFORM CLEANING SVC
110-4250-2700 13.55
2200178926 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
254-4650-2700 44.88
2200178929 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
228-8265-2700 20.76
2200178930 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2400 20.82
2200180996 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-3003-2700 135.80
2200181005 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-4250-2700 19.15
2200181006 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
Page: 69

14.B

10/03/2024
Voucher List
City of Hemet
70 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213695 10/3/2024 91112 UNIFIRST CORP (Continued)
221-4200-2700 196.73
2200181007 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
685-4560-2700 30.87
2200181008 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
684-4550-2700 44.46
2200181009 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
684-4550-2700 42.52
2200181010 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
110-4250-2700 21.78
2025-000048 UNIFORM CLEANING SVC
228-8250-2700 21.78
2025-000048 UNIFORM CLEANING SVC
225-8250-2700 21.78
2200181011 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
254-4650-2700 44.88
2200181013 UNIFORM CLEANING SERVICES
2025-000048 UNIFORM CLEANING SVC
228-8265-2700 20.76
Total : 1,304.33
213696 10/3/2024 85686 UNIQUE MANAGEMENT SERVICES INC 6129686 LIBRARY COLLECTIONS

LIBRARY COLLECTIONS
363-6100-2710 500.95
Total : 500.95
213697 10/3/2024 99020 UNIVERSAL ENGINEERING SCIENCES 00856374 CEQA CONSULTING SERVICES 2024-000764 CEQA consulting services for the Hemet
120-2190 332.50
Total : 332.50
Page: 70

14.B

10/03/2024
Voucher List
City of Hemet
71 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213698 10/3/2024 99115 VANCE CORPORATION 2024-05.03 CIP 5690 CITYWIDE PAVEMENT 2024-000776 CO#1 - 7-25-24: Increased PO according
221-5690-5500 53,539.25

RETENTION WITHHELD
221-2015 -2,676.97
Total : 50,862.28
213699 10/3/2024 80404 VERIZON WIRELESS 371868188-01 CELL PHONES/AIR CARDS

CELL PHONES/AIR CARDS
110-3013-2200 5,518.93
771855254-02 CELL PHONES/AIR CARDS

CELL PHONES/AIR CARDS
110-3241-2200 1,118.34

CELL PHONES/AIR CARDS
100-1200-2200 168.79

CELL PHONES/AIR CARDS
100-1300-2200 61.58

CELL PHONES/AIR CARDS
100-1400-2200 61.58

CELL PHONES/AIR CARDS
100-1402-2200 41.56

CELL PHONES/AIR CARDS
100-1801-2200 149.38

CELL PHONES/AIR CARDS
110-3225-2200 291.56

CELL PHONES/AIR CARDS
110-3243-2450 41.56

CELL PHONES/AIR CARDS
110-6100-2200 99.25

CELL PHONES/AIR CARDS
120-1700-2200 87.22

CELL PHONES/AIR CARDS
120-1702-2200 41.56

CELL PHONES/AIR CARDS
120-1925-2200 41.56
Page: 71

14.B

10/03/2024
Voucher List
City of Hemet
72 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213699 10/3/2024 80404 VERIZON WIRELESS (Continued)

CELL PHONES/AIR CARDS
120-4100-2200 40.66

CELL PHONES/AIR CARDS
120-4125-2200 83.12

CELL PHONES/AIR CARDS
120-3300-2200 103.14

CELL PHONES/AIR CARDS
221-4200-2200 169.72

CELL PHONES/AIR CARDS
225-8250-2200 226.92

CELL PHONES/AIR CARDS
228-8265-2200 82.22

CELL PHONES/AIR CARDS
240-1202-2200 41.56

CELL PHONES/AIR CARDS
254-4600-2200 41.56

CELL PHONES/AIR CARDS
254-4650-2200 163.20

CELL PHONES/AIR CARDS
571-9000-2200 2,372.64

CELL PHONES/AIR CARDS
680-1930-2200 46.56

CELL PHONES/AIR CARDS
680-1934-2200 60.04

CELL PHONES/AIR CARDS
680-1935-2200 561.35

CELL PHONES/AIR CARDS
684-4550-2200 41.56

CELL PHONES/AIR CARDS
685-4560-2200 166.24

CELL PHONES/AIR CARDS
686-4150-2200 145.67

CELL PHONES/AIR CARDS
120-3350-2200 500.06
Page: 72

14.B

10/03/2024
Voucher List
City of Hemet
73 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount 213699 10/3/2024 80404 VERIZON WIRELESS (Continued)
771855254-03 CELL PHONES/AIR CARDS

CELL PHONES/AIR CARDS
100-1100-2200 332.30
771855254-04 CELL PHONES/AIR CARDS

CELL PHONES/AIR CARDS
110-3013-2200 2,798.10
771855254-05 CELL PHONES/AIR CARDS

CELL PHONES/AIR CARDS
110-3241-2200 842.58
771855254-08 CELL PHONES/AIR CARDS

CELL PHONES/AIR CARDS
110-3243-2450 558.80
Total : 17,100.87
213700 10/3/2024 90359 WESTRUX INTERNATIONAL INC 04P263167 TRUCK PARTS 2025-000154 TRUCK PARTS
684-4550-2350 174.15
Total : 174.15
213701 10/3/2024 98165 WILLDAN ENGINEERING 002-32700 PLAN CHECK SVCS 2025-000301 BLANKET PURCHASE ORDER~
120-3300-2610 64,701.75
Total : 64,701.75
213702 10/3/2024 67735 WISEHART, DUANE A OCT 2024 PYMT IN LIEU OF MEDICAL INSURANCE

PYMT IN LIEU OF MEDICAL INSURANCE
689-2150-2400 1,028.00
Total : 1,028.00
210 Vouchers for bank code : 001 Bank total : 3,545,228.59 210 Vouchers in this report Total vouchers : 3,545,228.59 Page: 73

14.B

10/03/2024
Voucher List
City of Hemet
74 2:05:18PM
vchlist Page:

Bank code : 001
Voucher Date Vendor Invoice PO # Description/Account Amount I, Tiffany Barnett, Acting Administrative Services Director, do hereby certify under penalty of perjury, that the
materials have been furnished, the services rendered,
or the labor performed as described herein, and that the claim is a just, due and unpaid obligation against the
City of Hemet, and that I am authorized to authenticate and certify to said claim.

Page: 74

14.B

City of Hemet
City Council Meeting

STAFF REPORT
Meeting: City Council Meeting - Nov 12 2024
Department: Finance
Submitted by: Mark Prestwich, City Manager
Tiffany Barnett, Administrative Services Director;
☒ Receive and File ☐ Consent Calendar ☐ Business Item ☐ Public Hearing TITLE:

City of Hemet Budget Adjustments Dated September 30, 2024 RECOMMENDED ACTION:

It is respectfully recommended that the City Council:

Receive and file the City of Hemet Budget Adjustments Dated September 30, 2024.

BACKGROUND:

As stated in Section 2 of the City of Hemet Resolution 2023-115, the City Manager is authorized to transfer budgeted amounts between Divisions and accounts with the same Department and Fund over the course of the fiscal year covered by the Budget so long as such transfer is reported to the City Council within forty-five (45) days.

ANALYSIS:

In general, budget adjustments are not posted to the July reporting period. For financial reporting purposes, the month of July needs to be absent of modification, as this is the month that reflects the "Original Budget" and is the basis for all comparative analytics used during the fiscal year.

Quantitatively significant adjustments are typically those that require Council approval.

Attached are the September adjustments posted into the City’s financial software.

STRATEGIC PLAN INTEGRATION:

GOAL THREE: COMMUNITY ENGAGEMENT
To connect and participate in a constant dialogue between members of the community, City staff, and elected officials to promote togetherness and positivity.

Objective 1: Deliver messaging to the Community that connects, is consistent, and relevant.

14.C

Objective 2: Increase transparency for the public.

Objective 3: Increase the community's pride within the City.

ATTACHMENT(S):
2024-09-30 Budget Adjustments_REV

14.C

ATTACHMENT 1
City of Hemet Budget Adjustments FY 2024/2025
September 2024
BUDGET REQUESTS APPROVED BY CITY COUNCIL:

From City Council Meeting on September 10, 2024:

Staff Report 22.B: Friends of the Hemet Library Shade Structure Account # Amount Description
110-0744 41,313.64 $ Revenue appropriations Friends of the Hemet Library donation 110-7014-5300 41,313.64 $ Expenditure appropriations for library west pation shade structure Staff Report 22.L: Award Onyx Paving for CIP 5698B
Account # Amount Description
370-0716 117,800.00 $ Revenue appropriations for CIP 5698B - McSweeny Pkwy. Street Improvements 370-5698-5500 117,800.00 $ Expenditure appropriations for CIP 5698B - McSweeny Pkwy. Street Improvements Staff Report 22.Q: Community Risk Reduction Fire Cadet vehicle purchase Account # Amount Description
232-0582 180,000.00 $ Revenue appropriations CRR Cadet vehicle reimbursement 232-3220-5400 180,000.00 $ Expenditure appropriations for CCR Cadet vehicle reimbursement From City Council Meeting on September 24, 2024:

Staff Report 17.D: Awarding Aneen Construction for CIP 5768 Account # Amount Description
222-5709-1100 (74,716.90) $ Expenditure appropriations for CIP 5768 - Accessible Sidewalk and ADA Project 222-5709-1400 (4,982.64) $ Expenditure appropriations for CIP 5768 - Accessible Sidewalk and ADA Project 222-5709-1405 (19,876.23) $ Expenditure appropriations for CIP 5768 - Accessible Sidewalk and ADA Project 222-5709-2220 (500.00) $ Expenditure appropriations for CIP 5768 - Accessible Sidewalk and ADA Project 222-5709-2465 (500.00) $ Expenditure appropriations for CIP 5768 - Accessible Sidewalk and ADA Project 222-5709-2710 (172,136.00) $ Expenditure appropriations for CIP 5768 - Accessible Sidewalk and ADA Project 222-5768-5500 374,422.00 $ Expenditure appropriations for CIP 5768 - Accessible Sidewalk and ADA Project 222-5705-5500 (101,710.23) $ Expenditure appropriations for CIP 5768 - Accessible Sidewalk and ADA Project Staff Report 17.E: Awarding Vance Corporation for CIP 5765 Account # Amount Description
221-5765-5500 293,963.00 $ Expenditure appropriations for CIP 5765 - Pavement Rehabilitation Project Staff Report 17.J: Awarding Wakeco for CIP 5732
Account # Amount Description
270-7015-5300 (221,800.00) $ Transfer expenditure appropriations for CIP 5732 - Police Department Facility Improvement Project 270-5732-5500 221,800.00 $ Transfer expenditure appropriations for CIP 5732 - Police Department Facility Improvement Project

14.C

ATTACHMENT 1
City of Hemet Budget Adjustments FY 2024/2025
September 2024
DEPARTMENT BUDGET TRANSER REQUESTS APPROVED BY CITY MANAGER:

City Manager Department Requests for Budget Transfer:

Account # Amount Description
240-1202-2250 (1,100.00) $ Transfer appropriations to CDBG professional services for Analysis of Impediments 240-1202-2220 (1,100.00) $ Transfer appropriations to CDBG professional services for Analysis of Impediments 240-1202-1100 (4,390.20) $ Transfer appropriations to CDBG professional services for Analysis of Impediments 240-1202-2710 6,590.20 $ Transfer appropriations to CDBG professional services for Analysis of Impediments 240-3853-5500 (201,753.20) Transfer appropriations from holding account for CIP 3425 - 24/25 Accessible Sidewalk & ADA Ramps 240-3425-5500 201,753.20 Transfer appropriations from holding account for CIP 3425 - 24/25 Accessible Sidewalk & ADA Ramps Admin Services Department Requests for Budget Transfer:

Account # Amount Description
680-5672-2260 (200,000.00) $ Transfer appropriations to for EERP Payroll Companion Position 680-5672-1100 187,600.00 $ Transfer appropriations to for EERP Payroll Companion Position 680-5672-1300 500.00 $ Transfer appropriations to for EERP Payroll Companion Position 680-5672-1400 1,400.00 $ Transfer appropriations to for EERP Payroll Companion Position 680-5672-1405 6,500.00 $ Transfer appropriations to for EERP Payroll Companion Position 680-5672-1410 4,000.00 $ Transfer appropriations to for EERP Payroll Companion Position Public Works Department Requests for Budget Transfer:

Account # Amount Description
254-5754-5500 (300,000.00) $ Reallocate appropriations to cover CIP 5754 - CIP 5754 22/23 Citywide Sewer Main Rpl. 254-5754-2220 1,000.00 $ Reallocate appropriations to cover CIP 5754 - CIP 5754 22/23 Citywide Sewer Main Rpl. 254-5754-2710 298,000.00 $ Reallocate appropriations to cover CIP 5754 - CIP 5754 22/23 Citywide Sewer Main Rpl. 254-5754-2714 1,000.00 $ Reallocate appropriations to cover CIP 5754 - CIP 5754 22/23 Citywide Sewer Main Rpl.

Fire Department Requests for Budget Transfer:

Account # Amount Description
110-3200-2550 (1,000.00) $ Reallocate department budget for Girl's Empowerment Camp 110-3200-2560 1,000.00 $ Reallocate department budget for Girl's Empowerment Camp 110-3200-2220 (2,000.00) $ Reallocate department budget for Girl's Empowerment Camp 110-3200-2560 2,000.00 $ Reallocate department budget for Girl's Empowerment Camp 110-3241-2850 (3,000.00) $ Reallocate department budget for Fire Station Supplies 110-3241-2850 (2,000.00) $ Reallocate department budget for Fire Station Supplies 110-3241-2450 2,000.00 $ Reallocate department budget for Fire Station Supplies 110-3200-2400 (6,000.00) $ Reallocate department budget for Fire Station Supplies 110-3241-2450 6,000.00 $ Reallocate department budget for Fire Station Supplies 110-3241-2700 (2,000.00) $ Reallocate department budget for Fire Station Supplies 110-3241-2450 2,000.00 $ Reallocate department budget for Fire Station Supplies 110-3241-2700 (1,000.00) $ Reallocate department budget for Aerial/Ground Ladder Testing 110-3241-2710 1,000.00 $ Reallocate department budget for Aerial/Ground Ladder Testing 110-3241-2700 (1,000.00) $ Reallocate department budget for Aerial/Ground Ladder Testing 110-3241-2710 1,000.00 $ Reallocate department budget for Aerial/Ground Ladder Testing 110-3241-2700 (2,000.00) $ Reallocate department budget for Aerial/Ground Ladder Testing 110-3241-2710 2,000.00 $ Reallocate department budget for Aerial/Ground Ladder Testing 110-3241-2560 (5,484.72) $ Reallocate department budget for Aerial/Ground Ladder Testing 110-3241-2710 5,484.72 $ Reallocate department budget for Aerial/Ground Ladder Testing 110-3200-2710 (1,865.00) $ Reallocate department budget for Santa Ana College Class Registration Wellness Program 110-3241-2710 1,865.00 $ Reallocate department budget for Santa Ana College Class Registration Wellness Program 110-3243-2450 (2,000.00) $ Reallocate department budget for Santa Ana College Class Registration Wellness Program 110-3241-2710 2,000.00 $ Reallocate department budget for Santa Ana College Class Registration Wellness Program

14.C

City of Hemet
City Council Meeting

STAFF REPORT
Meeting: City Council Meeting - Nov 12 2024
Department: Public Works
Submitted by: Mark Prestwich, City Manager
Travis Holyoak, Water/Waste Water Superintendent;
☒ Receive and File ☐ Consent Calendar ☐ Business Item ☐ Public Hearing TITLE:

City of Hemet Water Distribution System Analysis CIP 5719 RECOMMENDED ACTION:

It is respectfully recommended that the City Council:

Receive and file the City of Hemet Water System Analysis CIP 5719.

BACKGROUND:

The City of Hemet Water Production and Distribution system covers an area of approximately 5.25 square miles and operates and maintains 132.3 miles of mainlines within the City.

In 1991, the City had a Water Distribution Analysis conducted by Metcalf and Eddy, which identified numerous deficiencies in the system, such as the system being inadequate to accommodate required fire flow demands during maximum day demands. Additionally, undersized pipelines resulted in higher head losses, which increased the amount of energy required to move water during peak demands.

The City entered into a Contract with Watearth to conduct a Water System Analysis on December 22, 2022.

ANALYSIS:

Watearth was tasked with collecting system data, mapping, and GIS data verification, as well as evaluating the existing water system operation and on-site flow testing. After the collection of all the data, three models were conducted using Infowater software. The first model represents the current condition of the existing water system. The second model corrects deficiencies identified in the first model, aligns the priorities of the planned water system Capital Improvement Projects, and identifies additional deficiencies that may appear from the corrective action. The third model run corrects the

14.D

deficiencies of the second model run and presents the final operational characteristics of the water system. It also identifies and recommends future improvements for the system.

These models are able to identify hydraulic deficiencies in individual sections of the City's distribution system under a variety of operational parameters, such as peak hourly, daily demands, and fire flow requirements.

DISCUSSION:

In conclusion, the Water System Analysis demonstrated that the system in whole is efficient and highly effective. Two scenarios were used for the final model; the first scenario calls for pressurereducing valves and closing of waterlines to reduce pressure on the west based on the current City design standards. This scenario is not cost-effective or system-efficient. The second scenario, which increased the allowable design pressure to 125 pounds per square inch (psi), eliminates the need for pressure-reducing valves. In both scenarios, looping the water system in the below-specified locations would eliminate lower-than-desired pressures during emergency conditions.  Olive Tree Lane
 Rafferty and Gibbel Park
 Kirby St. connecting to Sanderson Ave
Another area of the system identified as deficient was around the proposed treatment plant at Mary Henley Park. The water mains at this location will need to be increased to move treated water from the treatment plant to the nearby distribution system to reduce velocities that would be too high for the pipe material.

The Water System Analysis was presented to the Planning Commission on October 15, 2024, the following comments were received regarding the Water System Analysis:

1. Have staff evaluate existing material to verify changes to design specifications won't have negative impacts to system.

2. Verification that looping of the water system in areas specified in the analysis would delete the dead-ends in the system that would result in elimination of the need for annual flushing in those areas, and also would result in improvement of water quality.

3. Inquired about the status of current CIP list that was listed in Analysis.

Public Works Staff have evaluated the existing system materials and verified that the proposed changes to the design specification would not have a negative impact on the existing system. The looping of the water system in the areas specified in the analysis will result in a more redundant system, improve water quality and reduce staff time spent on flushing of dead end pipes. These improvements will take place as development occurs and through City led capital improvement projects. Several capital improvement projects are currently in design that will make steps to improving the overall water system and include the following projects: CIPs 5507, 5661, 5656, 5657, 5598, 5753, 5759. CIP 5758 was completed this year.

PREVIOUS COUNCIL ACTION:

Council approved and awarded CIP Water System Analysis to Watearth on December 13, 2022.

14.D

STRATEGIC PLAN INTEGRATION:

GOAL FIVE: ORGANIZATIONAL EFFECTIVENESS
To identify the work needed inside the City organization to effectively provide services to the community and ensure financial stability.

Objective 1: Operate in a financially sustainable manner.

Objective 2: Evaluate existing practices to ensure continuity with industry best practices.

ATTACHMENT(S):

Attachment 1: Water System Analysis Final Compiled Report

14.D

City of Hemet Water Distribution System Analysis
Noah Rau, Public Works Director/City Engineer
Travis Holyoak, Water/Wastewater Superintendent
City of Hemet
445 E. Florida Avenue,
Hemet, CA 92543
Contact Watearth Principal
Jennifer J. Walker PE, DWRE, ENV SP, CFM, QSD, LEED AP BD+C 832.444.0663
[email protected]
September 25, 2024

14.D

Compiled Report
City of Hemet Water Distribution Analysis
Executive Summary
Watearth worked with the City of Hemet (City) to prepare and run 3 model simulations of the City’s existing water distribution system in order to assess the current operational characteristics, identify system deficiencies, and correct system deficiencies as well as providing additional recommendations on Capital Improvement Plan (CIP) projects that should be prioritized within the system. These models are able to identify hydraulic deficiencies in individual sections of the City’s distribution system under a variety of operational dynamics, including peak-hourly flow, peak-daily flow, and fire flow requirements. The modeling is further supported by field measurements and evaluations which confirm calibration of the model to the actual performance of the system at various locations within the distribution system. The three model simulations are as follows:

1. Distribution Model Development,

2. Deficiency Analysis and Correction, and

3. Systems Optimization.

The first model run presents the existing system as it presently with the intent of identifying and quantifying deficiencies which need to be corrected. The second model corrects system deficiencies and identifies any additional deficiencies which may appear as secondary effects.

The third model run corrects secondary system deficiencies identified through the second run and presents the final operational characteristics of the system. These models are able to identify hydraulic deficiencies in individual sections of the City’s distribution system under a variety of operational dynamics, including peak-hourly flow, peak-daily flow, and fire flow requirements. The following written report on data evaluation, fire flow testing processes, and each model run include the location of the identified deficiencies, the recommended corrective action necessary to eliminate the deficiency, and prioritization of the deficiencies based on the nature of the deficiency and cost feasibility. The overall objective is accomplished by identifying all necessary corrective actions and prioritizing planned CIP projects. The result is a highly effective and efficient system with minimal deficiencies.

14.D

Compiled Report
City of Hemet Water Distribution Analysis
Tasks 1 and 2
Task 1. Preliminary Data Review
Watearth staff compiled all existing plans, documents, and digital databases in conjunction with onsite observations to create a unified asset inventory. In addition, all historical materials, including surveys, construction plans, published literature, and digital databases, were collected, evaluated, and compiled for incorporation into Task 2 and the rest of the project.

Task 2. Existing Systems Evaluation
Watearth performed additional investigations as needed based on the preliminary data review.

When completing the Existing Systems Evaluation, Watearth performed the following steps:

1. Performed site reconnaissance;

2. Verified data collected to date;

3. Addressed gaps in data;

4. Evaluated the condition of system assets; and

5. Coordinated utility location services (as needed).

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
1 Project Hemet Water Distribution System Modeling Project Watearth # 22-023.0
Subject Technical Memorandum – Task 2 Existing Systems
Evaluation
Date October 31, 2023
Prepared by Jennifer Walker PE, DWRE, ENV SP, CFM, QSD, LEED AP BD+C
Carlos Quispe, MS
Introduction
The project area encompasses the City of Hemet, a city located in the San Jacinto Valley in the County of Riverside, California. The City of Hemet prioritizes improving infrastructure, with an emphasis on neighborhood revitalization, maintaining long-term financial stability, improving technology, and enhancing public safety and community involvement and engagement.

The 1991 Water Distribution System Analysis (WADSY) software program study by Metcalf and Eddy identified numerous deficiencies in the system, such as the system being inadequate to accommodate required fire flow demands during maximum day demands. Additionally, undersized pipelines result in higher head losses, which increases the amount of electricity required to move water within the system during peak demands or when refilling tanks.

The City of Hemet operates four water storage tanks that store approximately 5.0-million gallons of water. Tanks 1 and 2 are located at Park Hills, and tanks 3 and 4 are on Echo Hill; additionally, the City of Hemet maintains the distribution system of 132.3 miles (mi) of 2-inch to 24-inch pipes of asbestos-concrete piping. Finally, the City of Hemet uses 4,265 valves ranging in size from 2- inch to 24-inch to control sections of the system for maintenance and repairs. The project area is within the NAD83 California State Plane VI. The site vicinity and aerial photograph maps are shown in Exhibits 1 and 2.

This purpose of this report is to assess all available data for the City of Hemet’s water system and is related to Task 1 and Task 2 from the Scope of Work. Task 1 work focused on a preliminary data review in which all readily and publicly available existing plans, documents, and digital databases were compiled in conjunction with onsite observations to create a unified asset inventory. Additionally, all readily and publicly available historical materials, including surveys, construction plans, published literature and digital databases were collected, evaluated, and compiled. Watearth reviewed the sections identified as deficient in prior studies performed for the city. All sections previously identified as deficient in the Final Water and Sewer Master Plan Update March 30, 2021, and Final 2020 Urban Water Management Plan were reviewed in detail (City of Hemet, 2021a; City of Hemet, 2021b). In Task 1, all documents from the city were reviewed and geospatial data files were developed to serve as the central repository for pertinent information. Task 2 memo focused on providing additional investigations based on the preliminary data review to evaluate the condition of the water distribution system. The existing systems evaluation includes the following steps:

1. Perform site reconnaissance;

2. Verify data collected to date;

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
2 3. Address gaps in data;

4. Evaluate the condition of system assets; and

5. Provide a summary of findings as a memorandum.

Data Collection
Information reviewed and summarized within the memorandum includes data provided by the City of Hemet, data available online, MapBook data, and data gathered from the site reconnaissance. Data was collected and verified across various sources to ensure validity and accuracy, including MapBooks and the City of Hemet Geographic Information systems (GIS) database. Data includes information on the water main, wells, tanks, valves, and pumps of the water distribution system. An overview of the water distribution system with water main pipe sizes is shown in Exhibit 3.

Data source
The data collection process included coordination with the City of Hemet and additional research from the Watearth team. A list of all available data provided by the City of Hemet is shown in Table 1. Gathered data includes files in Excel, PDF, Digital, Print, GEOTIFF, TIFF, Shapefile, and Geodatabase formats.

Table 1: Data Sources
Document/Data
Date
Received/
Accessed
From Source/Link Format
Annual
Production Report
July 10,
2023
City of
Hemet
City of Hemet provided Excel
document Excel
Eastern Municipal
Water District
(EMWD)
Agreement
July 10,
2023
City of
Hemet City of Hemet provided PDF PDF
Well Completion
Reports and
Forms
July 10,
2023
City of
Hemet City of Hemet provided PDFs PDF
City of Hemet
System Data
August 10,
2023
Travis
Holyoak
https://hemet.maps.arcgis.com/
apps/webappviewer/index.html?
id=
f4a1bfba5dbc4ef5b60d4ea8483a
8fb0
Digital
Water Sewer
Master Plan
August 16,
2023
Travis
Holyoak
https://www.hemetca.gov/1102/
Water-Sewer-Master-Plan Digital

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
3 Document/Data
Date
Received/
Accessed
From Source/Link Format
Urban Water
Management
Plan
August 23,
2023
City of
Hemet
https://www.hemetca.gov/Docu
ment Center/View/7384/FINALCity-of-Hemet-2020-UWMP-andWater-Shortage-ContingencyPlan Digital
Tank as-built Data August 22,
2023
City of
Hemet City of Hemet provided PDF PDF
Pump Curve Data August 22,
2023
City of
Hemet City of Hemet provided PDF PDF
Assessors of
Riverside
California
MapBooks
September
11, 2023
City of
Hemet
City of Hemet provided
MapBooks
Print
2018 Water
Consumption
Data
September
13, 2023
Travis
Holyoak
City of Hemet provided Excel
document Excel
2019 Water
Consumption
Data
September
13, 2023
Travis
Holyoak
City of Hemet provided Excel
document
Excel
2020 Water
Consumption
Data
September
13, 2023
Travis
Holyoak
City of Hemet provided Excel
document
Excel
2021 Water
Consumption
Data
September
13, 2023
Travis
Holyoak
City of Hemet provided Excel
document
Excel
2022 Water
Consumption
Data
September
13, 2023
Travis
Holyoak
City of Hemet provided Excel
document
Excel
USGS
Topographic Data
September
17, 2023
Katelyn
Whitburn
U.S. Geological Survey (USGS),
EROS Data Center
GeoTIFF

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
4 Document/Data
Date
Received/
Accessed
From Source/Link Format
National
Agriculture
Imagery Program
(NAIP) Data
September
25, 2023
Katelyn
Whitburn USGS Earth Explorer TIFF
Parcel Data September
26, 2023
Katelyn
Whitburn
https://rcitgis-countyofriverside.
hub.arcgis.com/pages/datadistribution
Shapefile
Property
Characteristics
September
26, 2023
Katelyn
Whitburn
https://rcitgis-countyofriverside.
hub.arcgis.com/pages/datadistribution
Geodata
base
The data presented in Table 1 will contribute to the modeling and accomplishing the existing systems evaluation of the project in the following ways:

1. A complete Geospatial Information Systems (GIS) database from the City of Hemet, addressing all data gaps and including all facilities with line sizes, materials, and orientation of the water distribution system allows for an accurate model, as well as a definitive determination of the condition of the water distribution system.

2. All documentation including operation manuals and water consumption data allows Watearth to determine where the greatest demand and water pressure is needed.

Existing Water Infrastructure
The dataset from the City of Hemet includes water supply data including storage tanks, pumps, and valves. The water hydraulic system information for the Hemet System is shown in Table 2.

Notably, there are 3,356 flow values within the system. In terms of the water main feature, there are 2,540 features within the system after data cleansing of GIS data. The goal of data cleansing is to prepare the dataset for analysis or use, making it reliable and trustworthy for decisionmaking and further analysis.

Table 2: City of Hemet Water Distribution System
Feature Feature
Boundary Total Feature(s)
Water SupplyWellsCity of Hemet
project area 14
Storage Tanks City of Hemet
project area 4

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
5 Note: * Missing data.

Information on the water supply is shown in Table 3. Operational conditions that trigger the intertie connections at Fruitvale, Palm, and Bottle Tree are utilized like wells, except for Fruitvale and Searl as they are operated on site by a Homeowner Association (HOA) switch and not tied to Supervisory Control and Data Acquisition (SCADA). The table details model ID, water supply facility (location), supply capacity (GPM), and status. There is a total of three active wells for the City of Hemet water distribution system. Other wells are out of service due to nutrient exceedances and land use agreements.

Table 3: Wells (Water Supply)
Model
ID
Water Supply
Facility (Location)
Supply
Capacity
(GPM)
Status Comments
R-2A W. Kimball 1,300 Active -
R-12 Park Avenue 300-500 Active -
Feature Feature
Boundary Total Feature(s)
Pumps City of Hemet
project area 3
Pressure
Reducing Valves
City of Hemet
project area 8
Pressure
Sustaining
Valves
City of Hemet
project area 1
Flow Valves City of Hemet
project area 3,356
Service Valve City of Hemet
project area 9
Backflow City of Hemet
project area 2
Water Main* City of Hemet
project area 2,541
Fire Hydrants City of Hemet
project area 3,157

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
6 Model
ID
Water Supply
Facility (Location)
Supply
Capacity
(GPM)
Status Comments
R-10A Augusta 700 Active -
R-1 Devonshire 500 Inactive
Out of
Service
2012 –
Nitrates
R-2 W. Kimball 300-500 Inactive
2010 –
Casing
Failure
and
Nitrates
R-3 S. Gilbert 500-900 Inactive High
Nitrates
R-4
S. Palm 500-700 Inactive High
Nitrates
R-5 Mariposa 400-700 Inactive High
Selenium
R-6 Park 500-700 Inactive Lost Lease
R-7
Bottle Tree 500-800 Inactive
Sand
Bound
2014
R-8
Stetson 400-500 Inactive
Lease
Canceled
2002
R-9
Park 1,000-
1,300 Inactive Lost Lease
R-10 Augusta 400-700 Inactive Casing
failure
R-11
W. Stetson 600 Inactive
Lost
Production
(New Well
#14)

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
7 Model
ID
Water Supply
Facility (Location)
Supply
Capacity
(GPM)
Status Comments
R-13 Buena Vista 800-1,300 Inactive High
Fluoride
R-14 W. Stetson 500-600 Inactive High
Nitrates
R-15 Johnston 1,100-
1,250 Inactive 1,2,3 TCP
R-16 W. Stetson 900-1,000 Inactive 1,2,3 TCP
Storage tank facilities for the Hemet System are shown in Table 4. Since the City of Hemet is relatively flat with only one pressure zone, the pressure zone served will not be relevant in this case. The city’s water system relies on four different tanks to accommodate variations in production and demand during operation and for emergencies. Tanks 1 and 2 are located on Park Hills, on the northeast side of the distribution system. Tanks 3 and 4 are on Echo Hill, on the southern end of the distribution system. The total storage capacity in 1991 was 5.25 million gallons. Since then, the tanks underwent seismic retrofitting, and therefore, the water storage capacity now stands at 5.0 million gallons. Storage tasks are shown in Exhibit 4. The 2018 Water Sewer Master Plan calls for the construction of a third reservoir (approximately 2.0-million gallon capacity) to be constructed at the current Echo Hills tank site. The 1991 Master Plan and hydraulic study identified the need for an additional five million gallons of storage to meet fire flow and operational storage needs.

Table 4: Storage Tank Facilities
Storage
Tank Name
Storage
Tank
Model ID
Volume
(MG)
Tank Base
Elevation,
feet (ft)
Tank
Height (ft)
Tank
Diameter
(ft)
Location
Tank #1 T-HE-01 1.3 1,738.0 40.0 80.0 Park Hill #1
Tank #2 T-HE-02 1.1 1,738.0 41.5 72.5 Park Hill #2
Tank #3 T-HE-03 1.3 1,737.0 40.0 80.0 Echo Hills
#3
Tank #4 T-HE-04 1.3 1,737.0 40.0 80.0 Echo Hills
#4
Pump station information for the Hemet hydraulic system is shown in Table 5. The city’s water system is reliant on wells which pump from the San Jacinto Basin. The city relies on groundwater pumped by the groundwater wells (Wells 2A, 10A, and 12) which produce groundwater from the

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
8 San Jacinto Basin, covering an area of approximately 60 square miles (sq mi). Pump curves were provided for locations PMP-HE-01, -02, -03, -04, and -09; however, the pump curves for PMP-HE05, -06, -07, -08, and -09 are missing. Pump curves for Well 2A (PMP-HE-09), Well 10A (PMP-HE-03), and Well 12 (PMP-HE-04) are shown in Appendix A. Pumps start up remotely through SCADA based on the operator, with typical start levels at 28 ft and below 35 ft.

Table 5: Booster Pumps
Pump Station
Name/Pump
ID
Model
ID
Pump
Station
Location
Well or
Tank
Design
Flow
(GPM)
Design
Head
(ft)
Model Curve
Label/ Size HP
Status
of the
Pump
AmericanMarsh PumpsPMPHE-01Bottle
Tree
Well 7
(Inactive) 1,000 93 SN203633/ 5X6-12 80 Active
AmericanMarsh PumpsPMPHE-02 Palm Well 4
(Inactive) 1,000 93 SN 203634/5X6-12 80 Active
Peerless
Pump
PMPHE-03 Augusta Well 10A 650 515 SN
9927148095 550 Active
Goulds
Pumps ITT
PMPHE-04Park
Ave. Well 12 550 762 SN 15BF2S3M0 133 Active
Baldor new
Booster*
PMPHE-05 Fruitvale Need
Input
Need
Input
Need
Input
SN
A1912052039 75 Active
Baldor Motor*
PMPHE-06
Jerry
Searl
Youth
Sports
ParkBuena
Vista
Well 13
(Inactive)
No
Pump
Curve
No
Pump
Curve
SN
40H025W917 50 Active
Toshiba
Seven Hills
Booster
PMPHE-07Seven
Hills
Well 16
(Inactive)
and
Intertie
750 73 SN
18050117174
60-
80 Toshiba
EMWD
Fruitvale
Booster*
PMPHE-08 Fruitvale Intertie 750 73 SN
18050117174
60-
80 TECO
Westinghouse
Motor*
PMPHE-09
475
West
Kimball
Well 2A
No
Pump
Curve
No
Pump
Curve
SN
TZP7146084007 50 Active

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
9 Pump Station
Name/Pump
ID
Model
ID
Pump
Station
Location
Well or
Tank
Design
Flow
(GPM)
Design
Head
(ft)
Model Curve
Label/ Size HP
Status
of the
Pump
Ave.

Hemet
Note: * Missing pump curve data.

The hydraulic system includes only one altitude valve located at Park Tanks as shown in Table 6.

Table 6: Valves
Valve ID Valve type Location
AC-HE-01 Altitude Valve Park Tanks
Site Reconnaissance
Field work was completed on Thursday September 21, 2023. During the site visit, photographs were taken of various features throughout the water distribution system. An inventory of existing facilities was established as a result of the site reconnaissance, such as:

1. Storage facilities;

2. Groundwater well; and

3. Pumping and booster stations.

The City of Hemet provided data from ArcGIS, including data for the water main, tanks, and valves. Information was also gathered from historical materials, such as the Final Water and Sewer Master Plan Update March 30, 2021, and the Final 2020 Urban Water Management Plan (City of Hemet, 2021a; City of Hemet, 2021b). This information was utilized to verify information from MapBooks and the ArcGIS files provided by the City of Hemet. Assumptions, such as diameter of pipe in the data were made based upon the available information. Appendix B includes the photo log of the site visit. Information on variable frequency drive pump settings, operation, and pump controls were obtained from the City of Hemet for modeling purposes (Table 7).

Data Collection from Field Visit
The photo log in Appendix A shows the following:

1. Echo Hill tanks, tank site, pump station, and pump.

2. Intertie Inactive – Well 4 pump station and pump.

3. Intertie inactive – Well 7 pump and pump station.

4. Intertie inactive – Well 16 pump and pump station.

5. Intertie Fruitvale connection pump station and project area.

6. Well 12 pump station, motor, and tank.

7. Well 2A pump station, motor.

8. Well 10A pump station, motor, tank, and pump station.

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Technical Memorandum
Hemet Water Distribution System Modeling
Project
10 9. Inactive-well 13 motor and pump station.

Specific operational conditions govern each pump as shown in Table 7. The water needs of the City of Hemet are supplied by three active wells and five intertie connections which operate daily and are controlled by the Supervisory Control and Data Acquisition (SCADA).

Table: 7. Operational Summertime Conditions for Pumps
Model
ID
Intertie/
Well Location Operate
Pump
(GPM
)
Pressur
e (psi) Control Type Note
PMPHE-01
Bottle
Tree
Intertie
1101Bottle
Tree Way,
Hemet, CA
92545
24 hr 600 85-90 SCADA VFD Well 7
(Inactive)
PMPHE-02Palm
Intertie
1110 S.

Palm Ave.,
Hemet, CA
92543
- 600 85-90 SCADA
VFD
600
GPM
Well 4
(Inactive)
PMPHE-03 Well 10A
777
Augusta St.,
Hemet, CA
24 hr 670 100 SCADA - -
PMPHE-04 Well 12 Park Ave. 24 hr 450 - SCADA
Altitude
valve35ft
Overflo
w 35.5 ft
-
PMPHE-06Searl
Intertie
Jerry Searl
Youth
Sports Park -
1001 N.

Buena Vista
St. Hemet,
CA 92543
24 hr 600-
800 100 Manual
-
Well 13
(Inactive)
PMPHE-07
Seven
Hill
Intertie
2385 W.

Stetson,
Hemet, CA
92543
24 hr 600-
1,200 100-110 SCADA -
Well 16
(Inactive)
PMPHE-08Fruitvale
Intertie
2190 S.

Hewitt St.

San
24 hr 600-
800 70-75 Manual
- -

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
11 Model
ID
Intertie/
Well Location Operate
Pump
(GPM
)
Pressur
e (psi) Control Type Note
Jacinto, Ca
92583
PMPHE-09
Well 2A
475 West
Kimball
Ave.,
Hemet, CA
24 hr 1,200 - SCADA
VFD
1200
GPMFull
speed
900
GPMNormal
speed
-
GIS Data Evaluation
The City of Hemet provided Watearth access to their GIS database of the Hemet water distribution system, including the following shapefiles:

1. Water mains,

2. Fire hydrants,

3. Valves,

4. Pumps,

5. Service meters,

6. Stations, and

7. Storage locations.

The GIS data was evaluated to ensure that the system GIS files were a comprehensive representation of the system and all its components. The GIS was analyzed for connectivity as well as making sure that all GIS data attributes like pipe sizes, pipe materials, and install dates were populated. Revisions were made to the GIS data where possible using data gathered by Watearth or provided by the City of Hemet. The MapBooks from the Riverside County Assessor were utilized to crosscheck the existing GIS database and fill in as many data gaps as possible.

However, data gaps still exist within the GIS database that must be addressed to run successful modeling of the project area. Assumptions were made for data gaps that could not be filled. All assumptions, revisions, and remaining data gaps are detailed below.

Assumptions
The assumptions necessary for a comprehensive water distribution system model are listed below:

1. Diameters with zero value in GIS attributes were assumed based on adjacent features.

These features with zero values were adjusted to diameter values based on adjacent

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
12 features. For instance, if the closest water main polyline to an unknown diameter polyline was marked with a six-inch diameter, then the unknown polyline was marked with a diameter of six inches.

2. Material with zero value in GIS attributes were assumed based on adjacent features.

Many are asbestos cement (AC), which was discontinued in the late 1970s.

3. Year Built with no value in GIS attributes were assumed based on proximity to existing parcel year-built data. Parcel data was collected from the Riverside County data portal and merged with the water main GIS data to determine an estimated water main installation date.

The type of material the pipe is composed of is shown in Table 8 and is shown in Exhibit 5. The most common material used in the water distribution system is AC with 607,814 ft (115.1 mi) followed by polyvinyl chloride (PVC) with 45,827 ft (8.7 mi). Steel pipe is the material of 28 pipes and covers 12,526 ft of the distribution system. There were 155 unclassified pipes within the water distribution system that were reclassified.

Table 8: Total Length and Material of Existing Water Infrastructure Material Number of Pipes Total Pipe Length (ft)
Asbestos Cement (AC) 2,390 607,814
Copper (COP) 1 57
Polyvinyl Chloride (PVC) 121 45,827
Steel (SP) 28 12,526
Steel Cylinder Reinforced
Concrete Pipe (SRC)
1 974
TOTAL 2,541 667,198 (126 mi)
GIS Data Revisions
This section describes the data gaps that were revised in the GIS database. Data gaps were revised to ensure a comprehensive water distribution model. The water main polyline feature will be used in the water distribution modeling portion of this project. Watearth filled the following gaps:

1. Water main distribution polyline features within the GIS database were unconnected and contained parallel lines. These features were crosschecked with MapBooks and verified.

The corrected shapefile includes continuous features and addresses cases where parallel lines should have been single lines. Key areas of the water distribution system, including storage tanks, supply wells, and interties, were verified in MapBooks and are shown in the blue boxes in Exhibit 6. Additionally, zoomed in key maps (Exhibits 6a through 6h) show these specific locations where GIS data was verified and revised. They are listed below:
a. Exhibit 6a: Key Map #1 Connection to Supply Well 10A;

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
13 b. Exhibit 6b: Key Map #2 Connection to Supply Well 2A; c. Exhibit 6c: Key Map #3 Connection to Supply Well 12; d. Exhibit 6d: Key Map #4Connection to Intertie;
e. Exhibit 6e: Key Map #5 Connection to Intertie;
f. Exhibit 6f: Key Map #6Connection to Interties;
g. Exhibit 6g: Key Map #7Connetion to intertie; and
h. Exhibit 6h: Key Map #8 Connection to Storage Tanks.

2. The GIS database included 248 water conduits with a zero value for diameter. These conduits were addressed by checking the diameter in MapBooks for each conduit.

Conduits with information in MapBooks were updated accordingly in the water main shapefile.

3. The GIS database included 178 conduits with a zero value for material. These conduits were addressed by checking the material in MapBooks for each conduit. Conduits with information in MapBooks were updated accordingly in the water main shapefile.

4. Geocoding of the address data provided from the consumption data file was performed using the Open Street Maps (OSM) Application Programming Interface (API). Geocoding data ties water demand to specific locations.

5. A gap existed within the water main shapefile. The year built or development year of the water features within the attribute table is lacking data. The year-built information helps determine the condition of the water main system and contributes to the C value that is assigned during modeling. To fill this gap, the water main polyline shapefile was merged with parcel data from Riverside County. The the Final Water and Sewer Master Plan Update March 30, 2021, states that some portions of the water distribution system are 100 years old (City of Hemet, 2021b), therefore the oldest water line in the system was set to 1923. The development year/year built for the water distribution system is shown in Exhibit

7. 6. Once revisions were made to the GIS data, the total length based on pipe diameter was compiled. The total length and diameter of the existing water infrastructure is shown in Table 9. The total pipe length within the water distribution system is 667,198 ft. The highest count of pipes are those with a 6-inch diameter, followed by those with an 8-inch diameter. The lowest count of pipes are those with a diameter of 18 and 24 inches, respectively.

Table 9: Total Length and Diameter of Existing Water Infrastructure Diameter (in) Number of Pipes Total Pipe Length (ft)
2 25 1,610
3 1 136
4 150 49,915

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Technical Memorandum
Hemet Water Distribution System Modeling
Project
14 Diameter (in) Number of Pipes Total Pipe Length (ft) 6 1,062 249,461
8 861 222,158
10 120 32,033
12 282 97,207
14 32 12,829
18 4 226
24 4 1,623
TOTALS 2,541 667,198 (126 mi)
Remaining GIS Data Gaps
After a review of the City of Hemet water distribution system, MapBooks, and all other collected data, there were data gaps remaining. All data gap locations, indicated by blue boxes, are shown in Exhibit 8 (addressed with MapBooks and assumptions). The data gaps are as follows:

1. Water main data features from the GIS database are incomplete, showing diameters with zero values and material with zero values, and missing the installed year.

Assumptions were made for these water main polylines as discussed previously in this section.

2. Water main data features from the GIS database still have unconnected polylines and contain parallel lines that need to be verified with MapBook pages. The lines were verified using the following MapBook pages:
a. 443-13 and
b. 443-28.

3. Conduit line information for the Echo Hills tanks is missing from MapBooks; however, this data was determined during site reconnaissance.

4. The GIS database does not show clear connections to the EMWD purchased water at Fruitvale, Palm, Bottle Tree, Seven Hills, and Searl Park.

5. Limited data is available for the installation dates of all water mains in the system.

Assumptions were made for the installation dates as discussed previously in this section.

System Evaluation and Condition
A combination of the Final Water and Sewer Master Plan, the Final 2020 Urban Water Management Plan, parcel data and property characteristics were utilized to make an assessment on the condition of the Water Distribution System in the City of Hemet. The Final Water and Sewer Master Plan Update March 30, 2021, indicates that the system is in relatively

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
15 sound condition despite the aging structures in the system. Within the Final Water and Sewer Master Plan Update March 30, 2021, the following information is detailed, The distribution system contains about 132.3 mi of pipe. Considering that portions of the system were constructed nearly 100 years ago the water system is in relatively sound condition. However, many of the pipelines and appurtenances have exceeded their planned service life and require rehabilitation and/or replacement in order to maintain system reliability. Additionally, newer portions of the system are approaching the age where they also require rehabilitation and/or extensive maintenance to prevent them from slipping into a state of disrepair.

There are numerous instances of dead-end lines, missing or damaged valves, or pipes that were constructed from materials that are no longer considered acceptable, such as bare steel. The City expends considerable resources repairing and maintaining these substandard lines.

The City relies almost entirely on groundwater for its water supply, however over the last several decades the City has lost wells – either through expired leases, damaged equipment or decreasing water quality. Due to the considerable cost to replace these wells and a lack of available funding for the projects very little effort has been made to replace these vital assets. In order to prevent a situation where the City has to purchase more expensive water supplies every effort should be made to secure needed funding for the replacement of lost well capacity. (p. 8)
Despite information presented in reports indicating that the distribution system was over 100 years old, this study applies specific development year/year-built information for each water main segment. Based on spatial proximity to parcel features, year-built data was added to the water main polylines (Exhibit 7).

Following the merging of the development year and water main polyline features, there are 18 and 184 pipes classified as AC that are 0-20 years old and 21-40 years old, respectively. Since the use of AC was banned by the Environmental Protection Agency in 1975 (EPA, 2023), these pipes were considered to be installed prior to 1975. This makes up approximately 8% (Table 10) of the AC pipes in the system. The development years from parcel data were utilized to assign year data to the water main pipes, which is a limitation within this study.

The age of the water main was grouped by type of material and is shown in Table 10. Results indicate that most of the water main is composed of AC with an age between 41 and 60 years ago. A total of 576 water main lines are between 81 and 100 years old and composed of AC, whereas 29% or 737 water main lines are between 61 and 80 years old. AC accounts for 94% of the entire water main system, followed by 5% PVC and 1% SP. The water main system composed of AC that is 61 to 80 and 81 to 100 years old is likely in poor condition because of a combination of age and material.

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
16 Table 10: Age of Water Main by Material
Material Number of
Segments
Age of Water Main (years)
0 – 20 21 – 40 41 – 60 61 – 80 81 – 100
Total
Percentage
(material)
AC 2390 1% 7% 34% 29% 23% 94%
SP 28 0% 0% 1% 0% 0% 1%
PVC 121 0% 0% 3% 2% <1% 5%
COP 1 0% 0% <1% 0% 0% <1%
SRC 1 0% <1% 0% 0% 0% <1%
Total
Percentage
(age)
2541 1% 7% 38% 31% 23% 100%
Conclusions
Summarized below are the key takeaways from the site reconnaissance, data evaluation, and system evaluation and water distribution system condition. In summary, the GIS database was incomplete, and the water main is considered old. Key findings are summarized below:

1. Site reconnaissance: An understanding of the water main, where the water is coming from, and how the system is connected are based on observations in the field. The site reconnaissance allowed Watearth to gain a high-level understanding of the water distribution system and assets, and aided in the processing of the water main ArcGIS data that will be utilized for modeling the water distribution system.

2. GIS water main data evaluation: The water main shapefile has data gaps and unconnected polylines. These unconnected polylines can lead to inaccurate predictions of water pressure, flow rates, and distribution patterns within the system. Accurate GIS information is important for effective system modeling. Watearth addressed data gaps by using neighboring data or external dataset, linking key information with the water main data.

3. The water main age: Watearth reviewed the Final Water and Sewer Master Plan, the Final 2020 Urban Water Management Plan, parcel data, and property characteristics to determine the approximate age of the water distribution system. This was done by combining year-built data from Riverside County GIS parcel data and water main shapefile data. Findings revealed that much of the water distribution system is 41 to 60 years old.

4. Water main diameter: Watearth used MapBooks to complete most data gaps within the water main shapefile for pipe diameter. For the remaining pipe diameter data gaps, the

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
17 closest water main features were used as a reference due to some missing MapBook pages.

5. Water mains material: Watearth used MapBooks to complete data gaps within the water main shapefile. The closest water main features were used as a reference due to missing MapBook pages. The nearby water main features were utilized to fill in gaps regarding the water main polyline diameters that were previously unknown. Water main diameter is a significant data asset for understanding pressure and flow rates in modeling efforts.

6. No survey needed at this time: Watearth determined that no survey will be needed prior to the water distribution system modeling. Watearth will monitor whether survey will be needed during calibration in areas where assumptions were made.

Next Steps
For the next steps, Watearth will conduct flow testing for Task 3. The flow testing plan will be developed for the project area and is essential to assess the condition and performance of the existing water distribution system infrastructure and to identify any blockages or leaks that require maintenance. Flow testing will also be used to calibrate the model performed in Task 4.

For Task 4, the Hemet water distribution system will be modeled using InfoWater software. The water main polyline ArcGIS feature will serve as the main water network for the modeling process. The stages include:

1. Data Collection and Preparation;

2. Model Setup;

3. Simulation;

4. Calibration; and

5. Reporting.

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
18 References
City of Hemet. Assessors of Riverside California MapBooks. Provided prints.

City of Hemet. (2021a). Final 2020 Urban Water Management Plan. Covina.

City of Hemet. (2021b). Final Water and Sewer Master Plan Update March 30, 2021.

EPA. (2023). EPA Actions to Protect the Public from Exposure to Asbestos. Retrieved from https://www.epa.gov/asbestos/epa-actions-protect-public-exposure-asbestos United States Environmental Protection Agency. (2002). Deteriorating Buried Infrastructure Management Challenges and Strategies.

Exhibits
Exhibit 1 – Site Vicinity Map
Exhibit 2 – Aerial Photograph Map
Exhibit 3 – Water System Layout Map
Exhibit 4 – Storage Tank Location Map
Exhibit 5 – Pipe Material Map
Exhibit 6 – Key Map of System Assets
Exhibit 6a – Key Map #1
Exhibit 6b – Key Map #2
Exhibit 6c – Key Map #3
Exhibit 6d – Key Map #4
Exhibit 6e – Key Map #5
Exhibit 6f – Key Map #6
Exhibit 6g – Key Map #7
Exhibit 6h – Key Map #8
Exhibit 7 – Year Built Map
Exhibit 8 – Data Gaps Map
Appendix
Appendix A – Pump Curves Provided by City of Hemet
Appendix B – Photo Log Site Visit September 21, 2023

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
Exhibits

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County
City of Hemet Water Distribution System Analysis
Exhibit 1 - Site Vicinity Map
22-023.0
J. Liby - October 4, 2023
Project
Location
±
0 1 2
Miles
Rawson
Mountains
Lakeview
Mountains
Legend
Project Area
City of Hemet

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County
City of Hemet Water Distribution System Analysis
Exhibit 2 - Aerial Photograph
22-023.0
J. Liby - October 4, 2023
Project
Location
San
Jacinto
River
Bautista
Creek
74 79
±
0 1 2
Miles
Diamond Valley Lake
Rawson
Mountains
Lakeview
Mountains
Legend
Stream Intermittent
Highways
Project Area
City of Hemet

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 3 - Water System Layout
22-023.0
J. Liby - October 4, 2023
Project
Location
±
0 0.5 1
Miles
Legend
Diameter (inches)
2; 3; 4
6 8
10 12
14 18
24 Project Area

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 4 - Storage Tank Locations
22-023.0
J. Liby - October 4, 2023
Project
Location
#*#*
#*#*
±
0 0.4 0.8
Miles
Legend
#* Storage Tank
Water Main
Project Area

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 5 - Pipe Material Map
22-023.0
J. Liby - October 4, 2023
Project
Location
±
0 0.5 1
Miles
Legend
Material
Asbestos Cement (AC)
Copper (COP)
Polyvinyl Chloride(PVC)
Steep Pipe (SP)
Steel Cylinder Reinforced Concrete Pipe (SRC)
Project Area

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6 - Key Map Showing Key Assets in Hemet Water Distribution System 22-023.0
J. Liby - October 4, 2023
Project
Location
Well 2A
Well 12
Well 10A
±
0 0.5 1
Miles
Legend
Intertie EMWD
Storage Tank
Supply Well
Water Main Type
Abandoned
Distribution
Flush Line
Service
Transmission
UMWD
Project Area
Key Map #5
Key Map #4
Key Map #3
Key Map #2
Key Map #1
Key Map #6
Key Map #7
Key Map #8

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6a - Key Map #1 - Connection to Well 10A
22-023.0
J. Liby - October 4, 2023
Project
Location
Well 10A
6 8
4 12
8 6
8 8
6 6
6 6
8 6
8 8
8 8
8 6
8 8
8 6 6
8 8
8 8
8 6
12 6
8 8
6 8
8 4
6 8
8 8
6 6
8 6
6 6
6 8
6 6
6 8
8 6
6 8
8 8
8 6
6 8
8 8
4 ±
0 150 300
Feet
Legend
Well 10A
Water Main Type
Distribution
Flush Line

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6b - Key Map #2 - Connection to Well 2A
22-023.0
J. Liby - October 4, 2023
Project
Location
Well 2A
6 8
4 10
2 6
8 6
4 6 6
6 10
8 6
6 8
8 6
4 6
8 6
6 6
8 ±
0 187.5 375
Feet
Legend
Well 2A
Water Main Type
Distribution
Flush Line
Service

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6c - Key Map #3 - Connection to Well 12
22-023.0
J. Liby - October 4, 2023
Project
Location
Well 12
12 14 8
8 12
8 12
8 ±
0 250 500
Feet
Legend
Storage Tanks
Intertie EMWD
Well 10A
Water Main Type
Distribution

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6d - Key Map #4 - Connection to Intertie
22-023.0
J. Liby - October 4, 2023
Project
Location
12 8
6 8
±
0 270 540
Feet
Legend
Intertie EMWD
Supply Well
Water Main Type
Distribution
Flush Line

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6e - Key Map #5 - Connection to Intertie
22-023.0
J. Liby - October 4, 2023
Project
Location
12 12
±
0 245 490
Feet
Legend
Intertie EMWD
Supply Well
Water Main Type
Distribution

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6f - Key Map #6 - Connection to Interties
22-023.0
J. Liby - October 4, 2023
Project
Location
6 8
12 10
18 24
8 6
8 12
8 6
6 6
6 8
8 8
8 8
8 8
8 6
6 8
8 8
12 8
8 8
8 18
8 8
8 8
12 6
12 6
8 6
6 8
6 8
6 6
8 8
8 8
8 8
8 6
12 ±
0 175 350
Feet
Legend
Intertie EMWD
Supply Well
Water Main Type
Distribution
Flush Line
UMWD

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6g - Key Map #7 - Connection to Intertie
22-023.0
J. Liby - October 4, 2023
Project
Location
8 12
6 4
2 10
6 8
6 2
6 8
12 8
6 8
8 6
2 8
8 8
6 8
8 6
8 8
2 8
8 6
8 8
6 6
8 6
±
0 170 340
Feet
Legend
Intertie EMWD
Supply Well
Water Main Type
Distribution
Flush Line
Service

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 6h - Key Map #8 - Connection to Storage Wells
22-023.0
J. Liby - October 4, 2023
Project
Location
12 24
6 2
12 6
12 ±
0 280 560
Feet
Legend
Storage Wells
Supply Well
Water Main Type
Distribution
Flush Line
Service
Transmission

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 7 - Water Distribution System Year Built
22-023.0
J. Liby - October 4, 2023
Project
Location
±
0 0.5 1
Miles
Legend
Age (Years)
0 - 20
21 - 40
41 - 60
61 - 80
81 - 100
Project Area

14.D

Datum: NAD83, Units: US Feet
Sources: ArcGIS, Riverside County, City of Hemet
City of Hemet Water Distribution System Analysis
Exhibit 8 - Data Gaps Map
22-023.0
J. Liby - October 4, 2023
Project
Location
±
0 0.5 1
Miles
Rawson
Mountains
Legend
Water Main
Data Gaps
Project Area

14.D

Technical Memorandum
Hemet Water Distribution System Modeling
Project
Appendix A
Pump Curves Provided by City of Hemet

14.D

31248 Valley Center Rd, Valley Center, CA 92082 (760) 749-2209 www.hiddenvalleypump.com City of Hemet Well 10A
Submittal No. 1
Shane,
Please see the attached Submittal No. 1 for the Peerless Pump Equipment, which also includes the stainless steel airline.

Best,
Mike Burkey
Sales Manager / Superintendent

14.D

10975 G. Ave. ♦Hesperia, CA 92345
Office # (760)949-9005 ♦ Fax # (760)949-9855
Submittal Form
From: Mike Burkey Date: 3/21/19
Contractor Name Hidden Valley Pump
Contractor Project #: 5635 ATTN: Shane Bloomfield
EQUIPING OF WELL NO. 10A
WE ARE SENDING YOU THE FOLLOWING ITEMS: (CHECK ONE)
shop drawing compliance cert. material sample guarantees  material data Q C information material sample other These are submitted for: (check one)
re-submittal  approval as requested review information prev. sub no:

Copies Submittal #1 Description
Electronic #1 Peerless pump, head, motor, column
pipe, airline.

Submittal for the following
Submittal Item No. 1 Peerless Pump Equipment
By: Mike Burkey Contractor

14.D

Peerless Pump Company
2005 Dr Martin Luther King Jr St
Indianapolis, IN 46202
Ph: 317-925-9661
Fax: 317-924-7388
www,grundfos.us
Letter of Transmittal
TO: Hidden Valley Pump Systems, Inc. Date: March 19, 2019 31248 Valley Center Road Serial No: 9927148095-10-A
Valley Center, CA 92082 P.O. No: 25259
Project Hemet Well #10
ATTN: Mr. Mike Burkey
PHONE: 760.749.2209
Issued for: Approval Record Review Information
PLEASE RETURN __ONE__ COPY TO [email protected] WITH YOUR APPROVAL.

WE ARE TRANSMITTING: Transmittal No. 002
COPIES Drawing No Description S/O No - Pump
1 Peerless Pump Vertical Turbine Pump & Motor Submittal Consisting Of:
* Specification Review
* Pump/Motor Scope of Supply
* Certified Outline Pump Drawing and Pump Cross Sectional Drawings * Automatic Oiler Information
* Estimated Bowl Performance Curve
* Shaft Stretch Calculation
* Thrust Data
* Seismic Calculation
* Certified Vertical Motor Data
* Coating Summary
* Inspection & Test Plan
* Installation and Operation Manuals
* Warranty Information
9927148095
Regards,
Kendall Dimitrius Womack
Senior Project Manager, Peerless Pumps
CC: Gary Holt

14.D

SUBMITTAL FOR APPROVAL
Hemet Well #10
Vertical Turbine Pumps (Section 15162)
Sold To: Hidden Valley Pump Systems, Inc.

PO #: 25259
Pump Model: 12LDT – 7 Stage

14.D

GRUNDFOS
2005 Dr. Martin Luther King St.

Indianapolis, IN 46202
Ph: 317-925-9661
Fax: 317-924-7388
www.grundfos.us

SUBMITTAL TABLE OF CONTENTS
Hidden Valley Pump Systems, Inc.

Hemet Well #10 Project
TAB 1 – Specification Review and Scope of Supply
 Notarized Letter for Provision of Equipment for the Hemet Well #10 Project  Scope of Supply
 Specification Review Document
TAB 2 – Deep Well Enclosed Lineshaft Vertical Turbine Pump  Peerless Pump Model 12LDT – 7 Stage
o Pump Outline Drawing
o Pump Cross Sectional Drawings
o Bowl Assembly
o Column Assembly
o Discharge Head Assembly
o Automatic Oiler w / 2 Gallon Oil Tank
o Estimated Bowl Performance Curve
o Shaft Stretch Calculation
o Thrust Data
o Seismic Report
TAB 3 - Vertical Electric Motor
 Motor – 150HP Vertical Electric Motor
o Motor Features
o Dimensional Drawing
o Outlet Box Drawing
o Accessory Box Drawing
o Nameplate Data
o Motor Performance
o Motor Wiring Connection Diagram
o Thermistors Connection Diagram
o Space Heater Connection Diagram
o Renewal Parts
o Coupling Drawing
o Typical Reed Critical Frequency Data
o Motor Noise Data
o General Information for Integral Horsepower Motors
o Motor Inverter Compatibility
o Warranty Guidelines for Integral Horsepower Motors on VFD’s

14.D

TAB 4 – Epoxy Coating Specifications
 Coating Summary
 Scotchkote 134 Data
 El Paco Primer Data
TAB 5 – Quality Assurance Testing
 Inspection & Test Plan
 PPU1IB430426 – Pump Performance Test
TAB 6 – Peerless Pump Installation and Operations Manual TAB 7 – Nidec Motors Installation and Operations Manual TAB 8 – Peerless Pump Warranty

14.D

TAB 1

14.D

14.D

1 GRUNDFOS
2005 Dr. Martin Luther King St.

Indianapolis, IN 46202
Ph: 317-925-9661

SCOPE OF SUPPLY
Hidden Valley Pump Systems, Inc.

Hemet Well #10 Project
Peerless Pump Order No.: 9927148095 (PS-005492-001)
One (1) 12LDT – 7 Stage Vertical Turbine Deep Well Pump & 150 HP Vertical Electric Motor Conditions of Service: 650 GPM @ 515.0 FT BOWL Head
Equipment Consisting Of:

Nidec Electric Vertical Motor: 150 HP, 1800 rpm, 460V, 3Ph, 60Hz, H444TP Frame, Type RUI:
‐ Vertical HolloShaft - High Thrust – WP1 Enclosure
‐ 1.15 Service Factor on Sine Wave Power - 1.0 Service Factor on VFD ‐ Class F Insulation - Insulife 2000 Insulation Treatment ‐ 3300 Ft (1000 M) Max. Altitude - +50 C. Ambient Temperature ‐ Premium Efficiency - Non Reverse Ratchet
‐ Inverter Duty (NEMA MG1 Part 31) - Variable Torque ~ 10:1 Speed Range ‐ B Rise @ 1.0 SF on Sine Wave Power (Resistance) - NEMA Design Letter B ‐ Direct On Line Start / VFD - Continuous Duty
‐ KVA Code Letter G - 40,000 Hours L-10 Bearing Life
‐ CCW Rotation Facing Opposite Drive End - Ground Lug in Conduit Box ‐ Shaft Grounding Ring - Insulated Bearing – Upper Bracket ‐ Special Balance - T-Sentry Thermistors
‐ Accessory Conduit Box – Qty 1 - 115V Space Heaters
‐ Screens (Standard Material) - Synthetic Lubrication
‐ Standard Epoxy Paint (see coating summary) - Non Witness Testing (see inspection & test plan) Peerless Pump Model 12LDT – 7 Stg Enclosed Lineshaft Vertical Turbine Pump Complete With:
‐ Ductile Iron Bowls and Cast Iron Suction Bell - Aluminum Bronze Impellers ‐ 1.50” Dia. 416 SS Bowl Shaft - 303 Stainless Steel Impeller Locking Collets ‐ 316 Stainless Steel Cone Strainer - Neoprene Lateral Seal Rings ‐ Carbon Steel Lineshaft Couplings - Premium Efficiency ‐ 8” Dia. Threaded Carbon Steel Columns - 20 ft column sections (10 ft top & bottom section) ‐ 2.50” Dia. Carbon Steel Enclosing Tubes - Rubber Enclosing Tube Stabilizers ‐ 1.50” Dia. 416SS Lineshafts - 8x8x16.5FA Fabricated Steel Discharge head ‐ 150# FF Discharge Flange – 8” Dia. - Stainless Steel Soleplate ‐ Automatic Oiler w/ 2 Gallon Tank - 304 SS Airline -310 ft Continuous Roll - Qty 1 ‐ Epoxy Coating (see coating summary) - NW Performance Test (see inspection & test plan) Shipment of Pumps
‐ Pumps shipped disassembled – bowl assembly only.
‐ F.O.B. shipping point, freight included

14.D

1 GRUNDFOS
2005 Dr. Martin Luther King St.

Indianapolis, IN 46202
Ph: 317-925-9661
Fax: 317-924-7388
www.grundfos.us
Specification Review Notes:

Customer: Hidden Valley Pump Systems Inc.

Project: Hemet Well 10
Section 15170 Induction Motors

SECTION

REFERENCE

SPECIFICATION REQUIREMENT EXCEPTION ( E ) / CLARIFICATION ( C )

1.04 Finish – The castings shall be coated with
a red-oxide zinc-chromate primer and
finished with corrosion resistant epoxy
coating per Section 09871 entitled
Painting and Protective Coatings
( C ) – Nidec motors standard offering for
epoxy coating is quoted and provided.

Primer is Valspar Gray Oxide Primer or
equivalent. Finish coat is Valspar Alkyd HI
Solids Fast Dry Enamel.

Section 15162 Deep Well Vertical Turbine Pumps

SECTION

REFERENCE

SPECIFICATION REQUIREMENT EXCEPTION ( E ) / CLARIFICATION ( C )

1.02 All necessary mountings, couplings, and
appurtenances shall be included with
each unit.
( C ) – Lineshaft couplings will be provided
as part of our scope of supply. All other
mountngs and appurtenances shall be
provided by others.

2.01 A Pump Bowls – All bowls shall be of close
grained gray cast iron…
( C ) – Bowls are provided in ductile iron
based on pressure requriements.

Pump Bowls – all bolts to be 416SS ( C ) – Bowl assembly hardware provided in our standard 316 stainless steel.

2.01 B Pump Impellers – The impellers shall be
of the enclosed or semi open type,
constructed of bronze C90300 or C95500
( C ) – Impellers are quoted as standard
aluminum bronze material, C95200.

Pump Impellers – The impellers shall be
accurately fitted and securely locked to
the pump shaft using 416SS taper locks
( C ) – Taper locks will be provided in our
standard 303 stainless material.

2.01 D Pump Bearings – Suction case section
and discharge case section shall be sleeve
type constructed of C93200 Bronze.
( C ) – All bowl assembly bearings are our
standard lead free bronze, C89835.

2.01 I An automatic oiler assembly shall be
provided. Type and grade of lubricating
oil shall be submitted to the City for
approval.
( C ) – Oil for the automatic oiler provided
by others. Submission for approval by
others.

2.01 M Airline ( C ) – All fittings, bandings, etc. by others. 310 ft of continuous airline, ¼” – 304SS
will be provided, 300 ft for the surface
down to the top bowl and 10 ft for
connections on the ground surface.

2.01 O Motor Shaft Coupling – Provide a 4 piece
heavy duty adjustable spacer coupling
with registered fit to allow impeller and
shaft alignment.
( C ) – 4 piece coupling is for a solid shaft
motor. Provided motor is a hollow shaft
motor, hence a threaded coupling will be
provided.

14.D

2 3.01 A Soleplate – 1 inch thickness and inside
diameter of 20-inch
( C ) – Soleplate dimensions provided with
ID of 16.625” per contractor
Suction Bell – 11.6” OD Max ( C ) – Bowl assembly provided with a threaded suction case, not a suction bell,
for deep well applications.

3.03 A Unless otherwise approved by Engineer,
test driver shall be of same horsepower
and voltage as the specified motor.
( C ) – We will use our calibrated 125HP,
1780 rpm test lab motor to perform the
bowl assembly performance test.

4.02 Installation and Field Acceptance
Responsibility
( C ) – All paragraph requirements to be
performed by others and are not part of
Peerless Pump scope of supply.

4.03 Disinfection of Pumping Unit ( C ) – By others

4.04 Disinfection of Water Well

4.05 Certification of Installation

4.07 Maintenance Bond for Pumping
Equipment
( C ) - By others

4.08 In Service Checks

14.D

14.D

14.D

14.D

14.D

BMM
BMM 3/11/19

14.D

PUMP: Test No.:

CUSTOMER: STAGES: Shop Order: 7076001
NO. 1 : Serial No.:

NO. 2: Rated Flow: 650.00 GPM
NO. 3: Rated Head: 515.00 FT
BY: AC DIA. 1 : Speed: 1760 RPM
REVIEWED: DIA. 2: Spec. Gravity: 1.000
DATE: 2/22/2019 DIA. 3: Test Tolerance: 1U
NPSH3 I Thrust
20 300 30

FT A LB
PWR Speed HD. Loss

HP RPM FT
0 100 200 300 400 500 600 700 800 900 1000
Capacity: GPM Each Capacity Increment Equals: 10 GPM
-10 -10
0 200
100
3000
0 1000
2000
7076001A
7076001A2P
40 30
FT %
Eff.
400
200
12LDT
7 4602394 - Mat'l Group A
800
600
60 ESTIMATED BOWL PERFORMANCE
Hidden Valley Pump
1000
PROJECTS:
1200 80
Head
20 10
20 10
10 0
50 70
0 125
250
375
0 0
0 10
20 30
N / A
N / A
TBD
TBD
N / A

HYDRAULIC PERFORMANCE WARRANTY

GUARANTEED PER HYDRAULIC INSTITUTE STANDARDS AT

RATED POINT ONLY AND IS
CONTINGENT ON:

1. PROPER NPSH OR SUBMERGENCE AVAILABLE.

2. PROPER AND ADEQUATE FLOW TO PUMP SUCTION.

3. CLEAR WATER FREE OF GAS, AIR, AND ABRASIVE
MATTER.

4. IMPELLER WITH PROPER LATERAL ADJUSTMENT

5. TDH INCLUDES VELOCITY HEAD AT DISCHARGE
I
M
P
E
L
L
E
R

ESTIMATED BOWL

PERFORMANCE

CURVE EFFICIENCY
HEAD
POWER
FT
NPSH3

14.D

14.D

14.D

14.D

OK Peerless Pump Company 3/19/2019
2005 Dr. Martin Luther King Jr. Street Rev. E - 7/9/15
for
at
Job#
Pump Model:

Purpose:

Reference: International Building Code 2015 Sec 1613.1 & ASCE7-10 Occupancy Category 2 Table 1.5-1 ASCE 7-10 pg2
Site Class - (Stiff Soil) D Table 20.3-1 ASCE 7-10
Spectral Accel SDS 87.93% Fig 22-1 thru 22-6 & Sect 11.4 from Ss= 1.32 ASCE 7-10
Spectral Accel SD1 50.00% Fig 22-1 thru 22-6 & Sect 11.4 from S1= 0.50 ASCE 7-10
Seismic Design Category D 11.6 ASCE 7-10 pg 56
Importance Factor Ip 1.00 13.1.3 ASCE 7-10
Amplification Factor - ap 2.5 Table 13.6.1 ASCE 7-10
flexible attachment
Component Response Mod Factor - Rp 2.5 Table 13.6.1 ASCE 7-10 z = Component Attachment Elevation
h = Structure roof elevation
Calculation of Forces acting to overturn driver:

Wp = Driver Dead Weight = 1,600 lbs
Seismic Horizontal Force:

Fp (max) = 1.6 SDS Ip Wp = 2251 lbs Eq 13.3-2 ASCE 7-10 Fp (min) = .3 SDS Ip Wp = 422 lbs Eq 13.3-3 ASCE 7-10
.4 ap SDS Wp Ip (1+2z/h)
Rp
Select Eq. Use 13.3-1 563 lbs
Fp = 563 lbs Eq 13.3-1 ASCE 7-10
z / h = 0.0
where z=0

HIDDEN VALLEY PUMPS
CITY OF HEMET WELL 10A
9927148095
12LDT

13.3.1 ASCE 7-10

FIRE / ESSENTIAL
OTHER
C:\Users\41389\
Documents\
A DATA\INDEX\
C:\Users\41389\
Documents\
A DATA\INDEX\

14.D

Tensile Calculations:

Above ground seismic overturning moment is: Mt = Fp Hcg = 11818 in lb where:

Hcg = The Ht. Of the Driver C.G. = 21.0 in.

MOMENT RESISTING ELEMENTS 16.5 Motor BD
Consider the tie down bolting pattern to be a vertical beam with bolt elements on one side. of the neutral axis in tension and flange faces on the other side of the axis in compression The nominal driver bolt dia = 1.0000 in.

The stress dia. of each bolt (D) = 0.878 in.

The stress area of each bolt (Ab) = 0.606 in.2
The cross sectional moment of each bolt about its own axis is given by:

Iba = ( D4)/64 = 0.0292 in.4
Nb = # Driver Bolts = 4 Driver Bolt Circle BC = 14.750
Driver BD = 16.50 Driver Register AK = 13.50
The cross sectional moment of each bolt about the neutral axis is given by:

Ii = Iba + AbYi
2 Where: Yi = Distance from bolt to bend axis (in.)
Cross Section of Driver Bolt System
Tension Area
Bend Axis
Yc = 2.28 in. Compression Area
Sketch is symbolic only
Yi = distance of bolt from bend axis

14.D

Driver bolt inertias are tabulated below:

Bolt# (i) Angle Yi (in) Ii (in4
)
Area (in3)
Moment
1 90.0 5.97 21.66 3.62
2 180.0 0.00 0.03 0.00
3 270.0 5.97 21.66 3.62
4 360.0 13.35 108.02 8.09
5 N/A 0.00 0.00 0.00
6 N/A 0.00 0.00 0.00
7 N/A 0.00 0.00 0.00
8 N/A 0.00 0.00 0.00
9 N/A 0.00 0.00 0.00
10 N/A 0.00 0.00 0.00
11 N/A 0.00 0.00 0.00
12 N/A 0.00 0.00 0.00
13 N/A 0.00 0.00 0.00
14 N/A 0.00 0.00 0.00
15 N/A 0.00 0.00 0.00
16 N/A 0.00 0.00 0.00
Total (in4) 151.4 15.33 in3 Tension elements
Yi max (in) 13.35
The bend axis of the driver bolt system cross section can be found by equating the moment of tension elements (bolts) with the moment of the compression area about the bend axis.

Area moment of the tension elements is  Yi
Ab (listed above) = 15.33 in3
The compression area of a chordal segment is given by ( R2/2) (-sin) where:

For outer rim radius, RBD = BD/2 = 8.25 in
For register radius, RAK = AK/2 = 6.75 in
Estimating the value of Ymc to be = 2.28 in
BD = the angular segment width of the outer rim = 2 arcCos((RBD-Yc)/RBD) = 1.522 radians AK = the angular segment width of the register = 2 arcCos((RAK-Yc)/RAK) = 0.968 radians Outer rim compression area ABD = (RBD
2 /2) (BD-sinBD) = 17.80 in2
Register compression area AAK = (RAK
2 /2) (AK-sinAK) = 3.29 in2
The center of gravity of a chordal segment is given by ( 4R/3) (sin3
(/2)/(-sin))
Outer rim CGBDc = (
4RBD/3) (sin3
(BD/2)/(BD-sinBD)) = 6.90 in from center
Register CGAKc = (
4RAK/3) (sin3
(AK/2)/(AK-sinAK)) = 6.29 in from center
Outer rim CGBD from bend axis = CGBDc from center - RBD + Yc = 0.92 in.

Register CGAK from bend axis = CGAKc from center - RAK + Yc = 0.31 in.

Outer rim compression area moment = CGBD ABD = 16.41 in3 Register compression area moment = CGAK AAK = 1.03 in3
Total compress area moment = CGBD ABD - CGAK AAK = 15.39 in3 Check that compression area moment  tension area moment OK, Neutral axis is correct

14.D

The cross sectional moment of inertia of a circular segment about its center is given by:
(R4
/8) (-sin()+2sin() sin2 (
/
2))
outer rim, IBD = (RBD
4 /8) (BD-sin(BD)+2sin(BD) sin2 (BD /2)) = 853.03 in4 register, IAK = (RAK
4 /8) (AK-sin(AK)+2sin(AK) sin2 (AK /2)) = 130.06 in4 The inertias calculated above can be broken down into the moment inertia of the circular segment about its Cg and the moment of translation from the Cg to the circular center.

The moment of translation is given by It
= (Area of segment ) x ( distance of Cg from center)2
IBDt = ABD CGBD
2 = 846.67 in4
IAKt = AAK CGAK
2 = 129.92 in4
The moment of inertia of the compression segment about it own Cg is then:

IBDCG = IBD - IBDt = 6.360 in4
IAKCG = IAK - IAKt = 0.136 in4
Translating the inertia back to the bend axis:

IBDBA = IBDCG +ABD (CGBD - (RBD - Yc))2 = 21.490 in4
IAKBA = IAKCG +AAK (CGAK - (RAK - Yc))2 = 0.456 in4
Compression inertia Icomp = IBDBA - IAKBA = 21.035 in4
Total Cross Sectional Inertia of Driver / Head Interface (Compression area shown in sketch below bend axis)
Itot =  Ii i = 1 to 4 + Icomp = 172.4 in.4
Bolt Strength Check
Tp = pump torq = 63000 Hp/Pump Rpm = 3915 in lb
Tm = Motor Start Torque = 4307 in lb
Pump Rpm = 1770
1770
Tensile / Bolt - Overstrength Factor does not apply ASCE 7-10 13.3.1 Combining Dead loads per combination #7 - 2.3.2 & 12.4.2 ASCE 7-10 The maximum tensile force is at the bolt farthest from the neutral axis =.9D+1.0 (Eh-Ev) = - .9Wp/Nb+AbMtYi max / Itot+0.2SDSWp/Nb 342 lb Tensile forces are positive
where:

Eh =QE =1 Ev = 0.2SDSD D = - Wp / Nb
QE = AbMYi max / Itot (horizontal force transferred through moment arm to bolt tension). (M = total overturning moment)
Maximum Allowable Tensile Load (Pt) on a 1.000 Dia. ASTM A449 bolt. (Fu =120000 Psi) = (.75)(.75)(Fu)(Abnom) = 53,014 lb AISC 14th Ed Table J3.2 & Sect J3.6 (Abnom = nominal bolt CS area) (based upon nominal bolt dia)

14.D

Shear / Bolt - Side Shear Forces Resisted by Register. Only driver torque loads apply.

Shear Load (Vs) = (Fp + Fext
) / Nb = 73 lb. Fext = external forces
Maximum Allowable Shear Load (Vt) on a 1.000 Dia. ASTM A449 bolt. =(.45)(.75)(Fu)(Abnom) = 31,809 lb. Threads in shear plane AISC 14th Ed Table J3.2 & Sect J3.6 (based upon nominal bolt dia)
Combined Tension & Shear
F'nt = 1.3Fnt - Fnt frv
Fnv
<= Fnt = 90000 Psi AISC 14th Ed Sect J3.7
Allowable combined tensile load
Rn = F'ntAbnom = 53014 lb AISC 14th Ed Eq. J3-3a
Bolt Load Summary:

Allowable Actual %Actual Pass /
lb lb Allowable Fail
Tensile 53014 342 0.6% OK
Shear 31809 73 0.2% OK
Strength of internal threads for Driver / Head bolts
(methodology from Machinery's Handbook 21st edition pg 1149) Nominal top column flange bolt dia (D) = 1 in
Stress area of top column flange bolts (At) = Ab = 0.606 in2 Req'd engagement length (Le) = 2 At / [  Knmax (.5 + 0.57735 n (Esmin - Knmax))] = 1.214 in. (limited by shear of screw threads) eq. (1)
Shear area of ext. thds (As) =  n Le Knmax [1/2n +0.57735 ( Esmin - Knmax)] = 1.212 in2 eq. (5)
Shear area of int. thds (An) =  n Le Dsmin [1/2n +0.57735 ( Dsmin - Enmax)] = 1.730 in2 eq. (6)
where:

Knmax = Max internal minor diameter = 0.546 in.

Esmin = Min. external pitch diameter = 0.559 in.

Dsmin = Min. external major diameter = 0.611 in.

Enmax = Max. internal pitch diameter = 0.573 in.

The ultimate tensile strength of a 1.000 Dia. ASTM A449 bolt (Fus) = 120000 Psi The ultimate tensile strength of the ASTM A36 discharge head (Fun) = 58000 Psi J = As Fus / An Fun = 1.45 eq. (3)
Required thread engagement (Q) = J Le = 1.76 in.
eq. (4)
The discharge head will be provided with .88 thread engagement.

14.D

Calculation of Forces Acting to Overturn Pump at Head / Soleplate Joint:

Pump motion is mechanically limited at the column. So, overturning pump weight is above ground only.

Wp = Pump Dead Weight = 2,115 lbs Dry
Above ground only (not including soleplate)
Seismic Horizontal Force:

Fp (max) = 1.6 SDS Ip Wp = 2,976 lbs Eq 13.3-2 ASCE 7-10 Fp (min) = .3 SDS Ip Wp = 558 lbs Eq 13.3-3 ASCE 7-10
.4 ap SDS Wp Ip (1+2z/h) 744
Rp
Select Eq. Use 13.3-1 744 lbs
Hcg = The Overall Ht. Of the Pump & Motor C.G. = 41.8 in. (measured from the bottom of the head base)
Seismic Force Resisted by Base 744 lbs
Above ground seismic overturning moment is: Mt = Fpa Hcga = -31,127 lb in Moment from mechanically limited column deflection Mclimit = 77068 lb in see page 22 Allowable Individual Nozzle Forces: - Hydraulic Institute Fig 9.6.2.4.2a - 2011 - for 8 inch Discharge Adjusting forces & moments evenly to meet maximum combination rules per H.I. by dividing by 6.0 Fx = 168 lbs x direction - perpendicular to discharge
Fy = 152 lbs y direction - in line with discharge
Fz = 187 lbs z direction - vertical
Mx = 3334 in lb
My = 3988 in lb
Mz = 2890 in lb
Fluid Reaction Force (Ffr) = V2
A = 5167.9 lbs
where:

Design Flow = 610 Gpm
Discharge ID (Didd) = 0.36 in
(Fluid density) = 0.036 lbm/in3
V (Fluid velocity) =4.902 Gpm/Didd2 = 23594.1 in/s
A (Discharge Area) = 0.10 in2
External Shear Force (Fext) = Fx
2 + (Fy + Ffr)
2 +(Tp+Mz)/ Rbbc 5,858 lbs
(Combining force vectors & assuming to be in same direction as seismic force) Rbbc = max bolt to vert axis dist = 13.43
Tp = Pump torque = 4307
External Overturning Moment (Mext) =
(Mx + (Fy+Ffr)Hd + FzXd + Te)
2 + (My+FxHd)2 62,266 lb in
(Combining moment vectors & assuming to be in same direction as seismic moment) Hd = discharge height = 10.50 in. - calculated at bottom of soleplate Xd= discharge extension = 15.00 in
Te= Engine torque if applicable = 0.0 in lb

Fp = lbs Eq 13.3-1 ASCE 7-10 where z=0

14.D

Moment Resisting Elements - Head / Soleplate Connection Consider the tie down bolting pattern to be a vertical beam with bolt elements on one side. of the neutral axis in tension and flange faces on the other side of the axis in compression The nominal base bolt dia = 1.0000 in.

The stress dia. of each bolt (D) = 0.878 in.

The stress area of each bolt (Ab) = 0.606 in.2
The cross sectional moment of each bolt about its own axis is given by:

Iba = ( D4)/64 = 0.029 in.4
Nb = number of bolts = 4 Bolt Pattern Width = 19.00 in. dia Base Sq. = 22.00 in. dia Sole I.D. = 13.81 in. dia
The cross sectional moment of each bolt about the neutral axis is given by:

Ii = Iba + AbYi
2 Where: Yi = Distance from bolt to bend axis (in.)
Cross Section of Base Bolt System
Tension
Bend Axis
Compression
Yc= 4.40 in.

Sketch is symbolic only

SQ Base Rnd Base

14.D

Base bolt inertias are tabulated below:

Bolt# (i) Angle
Yi (in) Ii (in
4 )
Area (in3)
Moment
1 N/A 24.59 366.32 14.90
2 N/A 11.15 75.40 6.76
3 N/A 11.15 75.40 6.76
4 N/A 0.00 0.03 0.00
5 N/A 0.00 0.00 0.00
6 N/A 0.00 0.00 0.00
7 N/A 0.00 0.00 0.00
8 N/A 0.00 0.00 0.00
9 N/A 0.00 0.00 0.00
10 N/A 0.00 0.00 0.00
11 N/A 0.00 0.00 0.00
12 N/A 0.00 0.00 0.00
13 N/A 0.00 0.00 0.00
14 N/A 0.00 0.00 0.00
15 N/A 0.00 0.00 0.00
16 N/A 0.00 0.00 0.00
17 N/A 0.00 0.00 0.00
18 N/A 0.00 0.00 0.00
19 N/A 0.00 0.00 0.00
20 N/A 0.00 0.00 0.00
21 N/A 0.00 0.00 0.00
22 N/A 0.00 0.00 0.00
23 N/A 0.00 0.00 0.00
24 N/A 0.00 0.00 0.00
25 N/A 0.00 0.00 0.00
26 N/A 0.00 0.00 0.00
27 N/A 0.00 0.00 0.00
28 N/A 0.00 0.00 0.00
29 N/A 0.00 0.00 0.00
30 N/A 0.00 0.00 0.00
31 N/A 0.00 0.00 0.00
32 N/A 0.00 0.00 0.00
33 N/A 0.00 0.00 0.00
34 N/A 0.00 0.00 0.00
35 N/A 0.00 0.00 0.00
36 N/A 0.00 0.00 0.00
37 N/A 0.00 0.00 0.00
38 N/A 0.00 0.00 0.00
39 N/A 0.00 0.00 0.00
40 N/A 0.00 0.00 0.00
41 N/A 0.00 0.00 0.00
42 N/A 0.00 0.00 0.00
43 N/A 0.00 0.00 0.00
44 N/A 0.00 0.00 0.00
45 N/A 0.00 0.00 0.00
46 N/A 0.00 0.00 0.00
47 N/A 0.00 0.00 0.00
48 N/A 0.00 0.00 0.00
Total 517 28.4
Yi max (in) 24.59 Page 8

14.D

The bend axis of the driver bolt system cross section can be found by equating the moment of tension elements (bolts) with the moment of the compression area about the bend axis.

Moment of the tension elements is  Yi
Ab (listed above) = 28.4 in3
estimating the value of Yc to be 4.40 in.

For a triangular shaped compression area, the compression area moment is given by: Yc
3 /3 = 28.4 in3
Check that compression area moment tension area moment OK, Neutral axis is correct The cross sectional moment of inertia of a triangular segment about its base = Yc 4 /6
Compression inertia Icomp = 62.6 in4
Total Cross Sectional Inertia of Base / Soleplate Interface Itot =  Ii i = 1 to 4 + Icomp 580 in.4
Bolt Strength Check - Overstrength factor does not apply ASCE 7-10 13.3.1 Tensile / Bolt -
Combining Dead loads per combination #7 - 2.3.2 & 12.4.2 ASCE 7-10 The max. tensile force is at the bolt farthest from the neutral axis = - .9Wp/Nb+Ab(Mt+Mext+Mlim)Yi max/Itot+.2SDSWp/Nb = 2398 lb 0 (above equation developed on page 4)
Maximum Allowable Tensile Load (Pt) on a 1.000 Dia. ASTM A449 bolt. (Fu =120000 Psi) = (.75)(.75)(Fu)(Abn) = 53,014 lb AISC 14th Ed Table J3.2 & Sect J3.6 (Abn = cross sectional bolt area based upon nominal dia) Shear / Bolt
Shear Load (Vs) = (Fp + Fext+ Fcol) / Nb = 1682 lb.
(Fcol = column side force when limited by mechanical stop) Maximum Allowable Shear Load (Vt) on a 1.000 Dia. ASTM A449 bolt. =(.45)(.75)(Fu)(Abn) = 16,022 lb. Thds in shr plane AISC 14th Ed Table J3.2 & Sect J3.6 Combined Tension & Shear
F'nt = 1.3Fnt - Fnt frv
Fnv
<= Fnt = 90000 Psi AISC 14th Ed Sect J3.7
Allowable combined tensile load
Rn = F'ntAbnom = 53014 lb AISC 14th Ed Eq. J3-3a
Bolt Load Summary:

Allowable Actual %Actual Pass /
lb lb Allowable Fail
Tensile 53014 2398 4.5% OK
Shear 16022 1682 10.5% OK

14.D

Calculation of Forces acting to overturn pump at soleplate anchors:

Pump motion is mechanically limited at the column. So, overturning pump weight is above ground only.

Component Response Mod Factor - Rp 1.5 Table 13.6.1 & Sec 13.4.2 Wp = Pump & Soleplate Dead Weight = 2,274 lbs Dry
Above ground only
Seismic Horizontal Force:

Fp (max) = 1.6 SDS Ip Wp = 3,199 lbs Eq 13.3-2 ASCE 7-10 Fp (min) = .3 SDS Ip Wp = 600 lbs Eq 13.3-3 ASCE 7-10
.4 ap SDS Wp Ip (1+2z/h)
Rp
Select Eq. Use 13.3-1 1333 lbs
Hcg = The Ht. of the Pump / Motor / Soleplate Cg. = 39.0 in.

Above ground seismic overturning moment is: Mt = Fpa Hcga = -51,925 lb in Moment from mechanically limited column deflection = lb in see page 22 External moments and forces from page 6 apply. 100212
Moment Resisting Elements - Pump Anchor Connection
Consider the tie down bolting pattern to be a vertical beam with bolt elements on one side. of the neutral axis in tension and flange faces on the other side of the axis in compression The nominal anchor bolt dia = 1.2500 in.

The stress dia. of each bolt (D) = 1.111 in.

The stress area of each bolt (Ab) = 0.969 in.2
The cross sectional moment of each bolt about its own axis is given by:

Iba = ( D4)/64 = 0.075 in.4

Fp = lbs Eq 13.3-1 ASCE 7-10 where z=0 1,333
(measured from the bottom of the
Soleplate)

14.D

Nb = number of bolts = 4 Anchor Bolt Pattern = 24.50 in. Sq.

Sole Plate Sq. = 28.00 Soleplate ID = 16.63 in. dia
Soleplate Thk = 1.00
The cross sectional moment of each bolt about the neutral axis is given by:

Ii = Iba + AbYi
2 Where: Yi = Distance from bolt to bend axis (in.)
Cross Section of Anchor Bolt System
Tension
Bend Axis

5.59 in. Compression
Sketch is symbolic only

14.D

Anchor bolt inertias are tabulated below:

Bolt# (i) Angle
Yi (in) Ii (in
4 )
Area (in3)
Moment
Ca2 (in) ANco
1 N/A 31.53 963.47 30.55 9.01 272.46
2 N/A 14.21 195.73 13.77 9.01 272.46
3 N/A 14.21 195.73 13.77 9.01 272.46
4 N/A 0.00 0.07 0.00 9.01 0.00
5 N/A 0.00 0.00 0.00 0.00 0.00
6 N/A 0.00 0.00 0.00 0.00 0.00
7 N/A 0.00 0.00 0.00 0.00 0.00
8 N/A 0.00 0.00 0.00 0.00 0.00
9 N/A 0.00 0.00 0.00 0.00 0.00
10 N/A 0.00 0.00 0.00 0.00 0.00
11 N/A 0.00 0.00 0.00 0.00 0.00
12 N/A 0.00 0.00 0.00 0.00 0.00
13 N/A 0.00 0.00 0.00 0.00 0.00
14 N/A 0.00 0.00 0.00 0.00 0.00
15 N/A 0.00 0.00 0.00 0.00 0.00
16 N/A 0.00 0.00 0.00 0.00 0.00
17 N/A 0.00 0.00 0.00 0.00 0.00
18 N/A 0.00 0.00 0.00 0.00 0.00
19 N/A 0.00 0.00 0.00 0.00 0.00
20 N/A 0.00 0.00 0.00 0.00 0.00
21 N/A 0.00 0.00 0.00 0.00 0.00
22 N/A 0.00 0.00 0.00 0.00 0.00
23 N/A 0.00 0.00 0.00 0.00 0.00
24 N/A 0.00 0.00 0.00 0.00 0.00
25 N/A 0.00 0.00 0.00 0.00 0.00
26 N/A 0.00 0.00 0.00 0.00 0.00
27 N/A 0.00 0.00 0.00 0.00 0.00
28 N/A 0.00 0.00 0.00 0.00 0.00
29 N/A 0.00 0.00 0.00 0.00 0.00
30 N/A 0.00 0.00 0.00 0.00 0.00
31 N/A 0.00 0.00 0.00 0.00 0.00
32 N/A 0.00 0.00 0.00 0.00 0.00
33 N/A 0.00 0.00 0.00 0.00 0.00
34 N/A 0.00 0.00 0.00 0.00 0.00
35 N/A 0.00 0.00 0.00 0.00 0.00
36 N/A 0.00 0.00 0.00 0.00 0.00
37 N/A 0.00 0.00 0.00 0.00 0.00
38 N/A 0.00 0.00 0.00 0.00 0.00
39 N/A 0.00 0.00 0.00 0.00 0.00
40 N/A 0.00 0.00 0.00 0.00 0.00
41 N/A 0.00 0.00 0.00 0.00 0.00
42 N/A 0.00 0.00 0.00 0.00 0.00
43 N/A 0.00 0.00 0.00 0.00 0.00
44 N/A 0.00 0.00 0.00 0.00 0.00
45 N/A 0.00 0.00 0.00 0.00 0.00
46 N/A 0.00 0.00 0.00 0.00 0.00
47 N/A 0.00 0.00 0.00 0.00 0.00
48 N/A 0.00 0.00 0.00 0.00 0.00
Totals 1355 58.1 817

14.D

The bend axis of the driver bolt system cross section can be found by equating the moment of tension elements (bolts) with the moment of the compression area about the bend axis.

Moment of the tension elements is  Yi
Ab (listed above) = 1355 in3
estimating the value of Yc to be 5.59 in.

For a triangular shaped compression area, the compression area moment is given by: Yc
3 /3 = 58.1 in3
Check that compression area moment tension area moment OK, Neutral axis is correct The cross sectional moment of inertia of a triangular segment about its base = Yc 4 /6
Compression inertia Icomp = 162.32 in4
Total Cross Sectional Inertia of Anchor / Foundation Interface Itot =  Ii i = 1 to 4 + Icomp 1,517 in.4
Bolt Strength Check
Tensile / Bolt
Combining Dead loads per combination #7 - 2.3.2 & 12.4.2 ASCE 7-10 (The maximum tensile force is at the bolt farthest from the neutral axis) = - .9Wp/Nb+Ab(Mt+Mext+Mlim)Yi max/Itot+.2SDSWp/Nb = 1814 lb Overstrength factor does not apply (0 = 1.0) = 1,814 lb ASCE 7-10 13.3.1 ACI 318-14 17.2.3.4.4d
Max. Design Tens Load (Pt) for 1.250 Dia. ASTM A307 bolt. futa = 60000 Psi =Nsa= .70*futa*ASE,N = 51,542 lb ACI 318-14 17.2.3.4.4, 17.3.3 & 17.4.1.2 where ASE,N = Ab
Shear / Bolt
Approach #1 - equal distribution of loads about weakest member ACI 318-14 R17.5.2.1b case 1 Shear Load (Vs) = (Fp + Fext + Fcol) / Nbeff = 3,700 lb.

Nbeff = effective bolt # in shear = Nb/2
Overstrength factor does not apply (0 = 1.0) = 3,700 lb ASCE 7-10 13.3.1 ACI 318-14 17.2.3.4.4d
Approach #2 - assume only 2 rear corner bolts resisting the shear loa ACI 318-14 R17.5.2.1b case 2 Shear Load (Vs) = (Fp + Fext + Fcol) / Nbeff = 3,700 lb.

Nbeff = effective bolt # in shear = 2 ASCE 7-10 13.3.1
Overstrength factor does not apply (0 = 1.0) = 3,700 lb ACI 318-14 17.2.3.4.4d

14.D

Max. Allowable Shear Load (Vsa) on a 1.250 Dia. ASTM A307 bolt.

Vsa =(0.8) 0.6 Ase,V futa = 35,343 lb. Threads not in shear plane ACI 318-14 17.5.1.2b Where Ase,V = cross sectional area of the bolt body, 0.8 is grout pad factor ACI 318-14 17.5.1.3 assumes minimum concrete strength of 4000 psi, anchor embedment of 12 in., and anchor to edge distance of 7.5 in.

Bolt Load Summary:

Approach #2 is assumed - Determined by following Analysis of concrete shear.

Combined Tension & Shear
F'nt = 1.3Fnt - Fnt frv
Fnv
<= Fnt = 45000 Psi AISC 14th Ed Sect J3.7
Allowable combined tensile load
Rn = F'ntAbnom = 41417 lb AISC 14th Ed Eq. J3-3a
Allowable Actual %Actual Pass /
lb lb Allowable Fail
Tensile 41,417 1,814 4.4% OK
Shear 35,343 3,700 10.5% OK
Concrete Breakout Strength ACI 318-14 17.4.2
Tension
Required Foundation Pad Width = 39.50 in. dia
Anchor spacing (S1 & S2)= 24.50 in.

Opening Edge Distance (Ca2)= 9.01 in.

Outside Edge Distance (Ca1)= 7.50 in.

Anchor Embedment (hef
) = 12.00 in.

Ca,max = 9.01 Ca,min = 7.50 in. ACI 318-14 R17.4.2.3
Effective Anchor Embedment (h'ef) = 9.50 in. Edge Dist < 1.5hef, 3 sides ACI 318-14 17.4.2.3 Spacing is less than Min. critical. ACI 318-14 17.2.1.1 & 17.7.1 Max Projected Area (ANco) = 9 hef
2 = 812.3 in2 ACI 318-14 17.4.2.1c
Projected Area (ANc) = (ca1+.5S1) x (ca1+.5S2) = 390.1 in2 ACI 318-14 Fig R17.4.2.1 S1 & S2 not to exceed 1.5hef or
2 / 2 x dist. To soleplate ID for corner bolts only
ANc
ANco
where:
ec,N =
1 (
1+2e'N/3hef) = 0.81 <=1.0 ACI 318-14 17.4.2.4
ed,N = 0.7+

0.3 Ca,min

1.5hef = 0.86 Camin<1.5hef ACI 318-14 17.4.2.5b
c,N = 1.00 ACI 318-14 17.2.3.4.4 & 17.4.2.6
cp,N = 1.00 w/cracking ACI 318-14 17.4.2.7
Nb = kc fc' h'ef

1.5 44,445 lbs ACI 318-14 17.4.2.2a
kc = 24.0 for cast in anchors ACI 318-14 17.4.2.2a
f 'c = 4,000 psi

Ncb =.75 ed,N (ed,N) c,N (cp,N) Nb
ACI 318-14 17.4.2.1a & 17.2.3.4.4b
assume no reinforcement

14.D

For 11" <= h'ef <= 25" (for headed bolts only)
Max Nb = 16 fc' h'ef 5/3 = N/A lbs ACI 318-14 17.4.2.2b Max value is irrelevant. Embedment < 11
Strength Reduction Factor (  ) = 0.70 Condition B ACI 318-14 17.3.3 .75 Ncb = 7,789 lbs from eq. 17.4.2.1a above
Pullout Strength of Anchor in Tension - "J" & Headed type anchors only Np = .75**0.9 (f'c)eh (da) = 11,813 lb ACI 318-14 17.4.3.5 & 17.2.3.4.4c where: Abrg is assumed to be at least 2.24 sq in.
eh = 5.00 in. Where 3da <=eh <= 4.5 da
c,P = 1.00 w/cracking ACI 318-14 17.4.3.6
Npn = c,P Np = 11,813 lbs OK ACI 318-14 17.4.3.1
check > Actual Tension
Bond Strength of Anchor in Tension - Adhesive Anchors Only cr = 200 psi from anchor Mfr. Test per ACI 355.4
uncr = 650 psi from anchor Mfr. Test per ACI 355.4
multiply cr by 0.8 multiply uncr by 0.4
for Design Category D ACI 318-14 Table 17.4.5.2 note 2
Sensitivity Category 2 from anchor Mfr. Test per ACI 355.4 ANa
ANao
CNa = 10da uncr / 1100 = 6.08 cracked concrete ACI 318-14 17.4.5.1d ANao = (2CNa)
2 = 147.7 in2 ACI 318-14 17.4.5.1c
ANa = [(Lessor of CNa or Ca1) + (Lessor of 2CNa or S1)] 2 = 147.7 in2 ACI 318-14 Fig R17.4.5.1
for Ca,min >= CNa ed,Na = 1.0
for Ca,min < CNa
ed,Na = 0.7+ 0.3 Ca,min
CNa
= 1.07
cp,Na = 1.0 assume cracked concrete

Na = ed,Na cp,Na Nba ACI 318-14 17.4.5.1a

14.D

Nba =.75  cr  da hef = 2545 lbs ACI 318-14 17.4.5.2
where:  = 0.45 for sensitivity Category 3 ACI 318-14 17.3.3 Na = 2545 lbs N/A from above equation
check > Actual Tension
Concrete Side Face Blowout Strength - Headed Anchors Only ACI 318-14 17.4.4 hef < 2.5 Ca1, Blowout Analysis not required Analysis Not Required for J Anchors Nsb <= 160ca1 Abrg f'
c = N/A ACI 318-14 17.4.4.1
N/A
check > Actual Tension
Shear
AVc
AVco
Projected Area (AVco) = 4.5 ca1
2 = 253.1 in2 ACI 318-14 RD.17.5.2.1c
Approach #1 - equal distribution of loads about weakest member ACI 318-14 R17.5.2.1b case 1 Proj'd Area Corner Bolts (AVcc) = Lessor of: 1.5 ca1 (ca1+1.5ca1) or 1.5 ca1 (ca1+S1/2) = = 210.9 in2 Fig R17.5.2.1b case 1
Proj'd Area Interior Bolts- Side 1 (AVc1) = Lessor of: 1.5 ca1 3.0 ca1 or 1.5 ca1 S1 = N/A in2 Fig R17.5.2.1b case 3 or 2
Proj'd Area Interior Bolts- Side 2 (AVc2) = Lessor of: 1.5ca1 3.0 ca2 or 1.5ca1 S1 = N/A in2 Fig R17.5.2.1b case 3 or 2
Assume typical bolt projected area AVc = lesser of AVcc, AVc1 or AVc2 = 210.9 e = hef = 9.50 in ACI 318-14 17.5.2.2
ed,V = 1 Ca2 >= 1.5 Ca1 N/A ACI 318-14 17.5.2.6a
ed,V= 0.7 + 0.3 Ca2

1.5 Ca1 Ca2<1.5 Ca1 0.94 ACI 318-14 17.5.2.6b
c,V = 1.00 cracked ACI 318-14 17.5.2.7
h,V = where ha >= 1.5Ca1 1.00 ACI 318-14 R17.5.2.8
Vb = lesser of:

Vb = 7 e
/da 0.2 da fc' ca1 1.5 15,252 lbs ACI 318-14 17.5.2.2a
Vb = 9 fc' ca1 1.5 11,691 lbs ACI 318-14 17.5.2.2b .75
Vb = 11,691 lbs ACI 318-14 17.5.2.2
Vcb Alt#1= 6,412 lbs from Eq 17.5.2.1a above
Thickness of concrete foundation pad must be at least 0 in.

Vcb =  ed,V c,V  hV Vb ACI 318-14 17.5.2.1a

14.D

Approach #2 - assume only 2 rear corner bolts resisting the shear loa ACI 318-14 R17.5.2.1b case 2 Shear Load (Vs) with overstrength factor 3,700 lb from bolt analysis above Proj'd Area Corner Bolts (AVcc) = 1.5 ca1 (ca1+1.5ca1) = 210.9 in. 2 ACI 318-14 17.2.3.4.4d
Vcb Alt#2 = 6,412 lbs
Thickness of concrete foundation pad must be at least 11.25 in.

Concrete Breakout Summary - Allowable tensile limit is least of concrete tension limits.

Allowable Actual %Actual Pass /
lb lb Allowable Fail
Tensile 7789 1814 23.3% OK
Shear 6412 3700 57.7% OK
Combined Tension & Shear
Check
Nua
5/3 Vua
5/3 =
Nn Vn

0.488 <= 1 OK ACI 318-14 Fig R17.6

14.D

Calculation of Forces acting to overturn column assy at top flg:

Column Wet Wt. = 696 lbs Bowl Wt = 921 lbs
Wp = Total Column / Bowl Assy Dead Wt. = 1617 lbs
Seismic Horizontal Force:

Fp (max) = 1.6 SDS Ip Wp = 2275 lbs Eq 13.3-2 ASCE 7-10 Fp (min) = .3 SDS Ip Wp = 426 lbs Eq 13.3-3 ASCE 7-10
.4 ap SDS Wp Ip (1+2z/h)
Rp
Select Eq. Use 13.3-1 569 lbs
Column Length (Lc) = 3600.0 Bowl Assy Len. (Lb) = 83.06 Tensile Calculations:

Column seismic overturning moment is: Mt = Fp Hcg = 1620087 lb in free where:

Hcg = The Column / Bowl Assy C.G. = -2849.1 in.

Max Internal Pressure @ Bowl (P)= 278.0 Psi.

Max Hydraulic DownThrust Fhdt = 4805 lb
Max Pressure Force @ Top Col (Fpsi) = 10089 lb
(includes reduction from lift pressure)
Deflection of Column Assy Mechanically limited to: 16.63 in.

Moment Resisting Elements - Head / Column Connection
Column Pipe O.D.(Dcod) = 8.63 Pipe I.D.(Dcid) = 7.98 in.

Column Stress Dia. (Dcs) = 8.42 Dcideff= 8.03 in. AISC-SCM 13th Ed 16.1 B-12 Thd'd Column. (93% wall)
The cross sectional stress area of the column pipe (Ac) = 5.0 in.2 @ 93% effective wall The cross sectional moment of the pipe for deflection is given by:

Ic =  (Dcod4 - Dcid4)/64 = 68.0 in.4
The cross sectional moment of the pipe for stress is given by:

Ics =  (Dcs4 - Dcid4)/64 = 42.7 in.4

Fp = lbs Eq 13.3-1 ASCE 7-10 where z=0 569

14.D

Consider the tie down bolting pattern to be a vertical beam with bolt elements on one side. of the neutral axis in tension and flange faces on the other side of the axis in compression The nominal column bolt dia = 0.7500 in.

The stress dia. of each bolt (D) = 0.652 in.

The stress area of each bolt (Ab) = 0.334 in.2
The cross sectional moment of each bolt about its own axis is given by:

Iba = ( D4)/64 = 0.009 in.4
Nb = number of bolts = 8 Bolt Circle (Dbc) = 10.56 in. dia Col. Flg OD = 11.81 in. dia Col. Flg ID = 0.36 in. dia
The cross sectional moment of each bolt about the neutral axis is given by:

Ii = Iba + Ab Yi
2 Where: Yi = Distance from bolt to bend axis (in.)
Cross Section of Base Bolt System
Tension
Bend Axis

2.06 in. Compression
Sketch is symbolic only

14.D

Base bolt inertias are tabulated below:

Bolt# (i) Angle
Yi (in) Ii (in
4 )
Area (in3)
Moment
1 45.0 7.58 19.19 2.53
2 90.0 3.84 4.94 1.28
3 135.0 0.11 0.01 0.04
4 180.0 0.00 0.01 0.00
5 225.0 0.11 0.01 0.04
6 270.0 3.84 4.94 1.28
7 315.0 7.58 19.19 2.53
8 360.0 9.12 27.82 3.05
9 N/A 0.00 0.00 0.00
10 N/A 0.00 0.00 0.00
11 N/A 0.00 0.00 0.00
12 N/A 0.00 0.00 0.00
13 N/A 0.00 0.00 0.00
14 N/A 0.00 0.00 0.00
15 N/A 0.00 0.00 0.00
16 N/A 0.00 0.00 0.00
17 N/A 0.00 0.00 0.00
18 N/A 0.00 0.00 0.00
19 N/A 0.00 0.00 0.00
20 N/A 0.00 0.00 0.00
21 N/A 0.00 0.00 0.00
22 N/A 0.00 0.00 0.00
23 N/A 0.00 0.00 0.00
24 N/A 0.00 0.00 0.00
25 N/A 0.00 0.00 0.00
26 N/A 0.00 0.00 0.00
27 N/A 0.00 0.00 0.00
28 N/A 0.00 0.00 0.00
29 N/A 0.00 0.00 0.00
30 N/A 0.00 0.00 0.00
31 N/A 0.00 0.00 0.00
32 N/A 0.00 0.00 0.00
33 N/A 0.00 0.00 0.00
34 N/A 0.00 0.00 0.00
35 N/A 0.00 0.00 0.00
36 N/A 0.00 0.00 0.00
37 N/A 0.00 0.00 0.00
38 N/A 0.00 0.00 0.00
39 N/A 0.00 0.00 0.00
40 N/A 0.00 0.00 0.00
41 N/A 0.00 0.00 0.00
42 N/A 0.00 0.00 0.00
43 N/A 0.00 0.00 0.00
44 N/A 0.00 0.00 0.00
45 N/A 0.00 0.00 0.00
46 N/A 0.00 0.00 0.00
47 N/A 0.00 0.00 0.00
48 N/A 0.00 0.00 0.00
Total 76.12 10.75
Yi
max = 9.12 in

14.D

The bend axis of the driver bolt system cross section can be found by equating the moment of tension elements (bolts) with the moment of the compression area about the bend axis.

Moment of the tension elements is  Yi
Ab (listed above) = 10.75 in3
estimating the value of Yc to be 2.06 in.

For a triangular shaped compression area, the compression area moment is given by: Yc
3 /3 = 5.91 in
The resulting compression area moment = 10.8 in3
Check that compression area moment tension area moment OK, Neutral axis is correct The cross sectional moment of inertia of a triangular segment about its base = Compression inertia Icomp = 12.81 in4
Itot =  Ii i = 1 to 8 + Icomp =
Total CS Inertia of Column / Head Interface 88.93 in4
Bolt Strength Check:

The maximum column moment is reduced by mechanical limit and is determined by beam bending formulas for fixed / simple and fixed / guided supports to be 77068 lb in R&Y Table 3 case 2a&b, Tensile / Bolt - Overstrength factor does not apply ASCE 7-10 13.3.1 Combining Dead loads per combination #7 - 2.3.2 & 12.4.2 ASCE 7-10 The maximum tensile force is at the bolt farthest from the neutral axis =1.2D+f1L+Em = 1.2Wp/Nb+Fpsi/Nb-Fhdt/Nb+AbMtYi max / Itot+0.2SDSWp/Nb = 3,580 lb Moment reduced by mechanical limit.
where: f1 = 1.0
Fpsi = Internal Pressure x fluid cross sectional area
Maximum Allowable Tensile Load (Pt) on a 0.750 Dia. ASTM F593 Grp1 Cond. CW bolt. (Fu =85000 Psi) = (.75)(.75)(Fu)(Abn) = 21,123 lb AISC 14th Ed Table J3.2 & Sect J3.6 ASCE Bolt Table (Abn = cross sectional bolt area based upon nominal dia) Shear / Bolt - Shear Forces Resisted by Register. Only Pump Operating Torque Loads Apply.

Shear Load (Vs) = Fp / Nb + 2Tp/(Nb Dbc) = 93 lb.

Maximum Allowable Shear Load (Vt) on a 0.750 Dia. ASTM F593 Grp1 Cond. CW bolt. =(.563)(.75)(Fu)(Abn) = 15,856 lb. Thds not in shr plane AISC 14th Ed Table J3.2 & Sect J3.6 Combined Tension & Shear
F'nt = 1.3Fnt - Fnt frv
Fnv
<= Fnt = 63750 Psi AISC 14th Ed Sect J3.7
Allowable combined tensile load
Rn = F'ntAbnom = 21123 lb AISC 14th Ed Eq. J3-3a
Bolt Load Summary:

Allowable Actual %Actual Pass /
lb lb Allowable Fail
Tensile 21123 3580 16.9% OK
Shear 15856 93 0.6% OK

14.D

Tension Stress on Pipe Wall
Wall Stress (f) free= 1.2 D+f 1L+1.0 Em = ((1.2+.2*SDS)*Wp+Fpsi-Fhdt )/Ac+ M Ymax / Ics = 161,238 psi
IBC 2015 16.05.2 eq 16-5
Bending moment at deflection limit = 77,068 lb in R&Y Table 3 case 2a (Distributed bowl & column load superimposed)
Stress (f) @ deflect limit = ((1.2+.2*SDS)*Wp+Fpsi-Fhdt )/Ac+ M Ymax / Ics = 8,087 psi
IBC 2015 16.05.2 eq 16-5
Column & Bowl are defected to specified limit.

Max allow Tens. stress (Fcr) for thd'd connection = 70% Fyield = 24,500 psi 13.6.11 ASCE7-10 Pipe = ASTM A53 Grd B Fyield = 35000 psi
Shear - Column Wall
Shear Stress (fv) = (Fp) / Ac + 2*Tp/(Dcid*Ac)= 219 psi Where side force (Fp) is mechanically limited to 125 lb.

Tp = Pump Continuous Drive Torque
Max Allow Shear Stress on a 8.625 Dia. sched 40 pipe = 70% Fcr /2 13.6.11 ASCE7-10 where Fc is the larger of : AISC SCM 14TH Ed 16.1 G6 & H3.1

1.23 E
Fcr = Lv D 5/4 = 756,151 psi AISC SCM 14TH Ed 16.1 G6 & H3.1 D t eq. C-H3-5
.60 E
Fcr = D 3/2 = 112,569 psi AISC SCM 14TH Ed 16.1 G6 & H3.1 t eq. C-H3-4
but not to exceed:

Fcr = 0.6 x Fy = 21,000 psi AISC SCM 14TH Ed 16.1 G6 & H3.1 Max allowed Shear Stress (Fvcr) = 7,350 psi 70% Design Strength for threaded part Column Pipe Load Summary:

Allowable Actual %Actual Pass /
lb lb Allowable Fail
Tensile 24500 8087 33.0% OK
Shear 7350 219 3.0% OK
Combined Tension & Shear
Check
(f/Fcr)
2 + (fv/Fvcr)
2 = 0.11 <= 1 OK
AISC SCM 14th Ed. Eq C-H3-6

14.D

Strength of internal threads for top column flange bolts in discharge head. (methodology from Machinery's Handbook 21st edition pg 1149) Nominal top column flange bolt dia (D) = 0.7500 in
Stress area of top column flange bolts (At) = 0.334 in2 Required length of engagement (Le) = 2 At / [  Knmax (.5 + 0.57735 n (Esmin - Knmax))] = (limited by shear of screw threads)
Shear stress area of external threads given by As =  n Le Knmax [1/2n +0.57735 ( Esmin - Knmax) Shear stress area of internal threads given by An =  n Le Dsmin [1/2n +0.57735 ( Dsmin - Enmax) where:

Knmax = Max internal minor diameter = 0.663 in.

Esmin = Min. external pitch diameter = 0.677 in.

Dsmin = Min. external major diameter = 0.735 in.

Enmax = Max. internal pitch diameter = 0.693 in.

The ultimate tensile strength of a ASTM F593 Grp1 Cond. CW bolt (Fus) = 85000 Psi The ultimate tensile strength of the ASTM A36 discharge head (Fun) = 58000 Psi J = As Fus / An Fun = 1.032
Required thread engagement Q = J Le = 0.57 in
The discharge head will be provided with 1.25 thread engagement.

Ben McManaman
Project Engineer
Peerless Pump Co.

14.D

TAB 3

14.D

NIDEC MOTOR CORPORATION
8050 WEST FLORISSANT AVE.

ST. LOUIS, MO 63136
DATE: 3/4/2019 P.O. NO.: 4511720169
Order/Line NO.: 20182425 SO 100
TO: PEERLESS PUMP COMPANY
PO Box 7026
Indianapolis, IN, 46207-7026
ATTN: CUSTOMER
Model Number: NA
Catalog Number:

VHS Weather Protected

CONF,MOTOR,VHS WPI
REVISIONS:
(NONE)
MARKS: 99594175
ALL DOCUMENTS HEREIN ARE CONSIDERED CERTIFIED BY NIDEC MOTOR CORPORATION.

THANK YOU FOR YOUR ORDER AND THE OPPORTUNITY TO SERVE YOU.

Features:

HOLD PRODUCTION
Horsepower .............. 00150.00~00000.00 ~ KW: 111.9 Enclosure ............... WPI
Poles ................... 04~00 ~ RPM: 1800~0
Frame Size .............. H444~TP
Phase/Frequency/Voltage.. 3~060~460
Winding Type ............ Random Wound
Service Factor .......... 1.15
Insulation Class ........ Class "F" ~ Insulife 2000
Altitude In Feet (Max) .. 3300 Ft.(1000 M) ~ +50 C
Efficiency Class ........ Premium Efficiency
Application ............. Vertical Centrifugal Pump
Inverter Duty NEMA MG1 Part 31
Customer Part Number .... 99594175

16.5" Base ~ Coupling Size: 1-1/2" Bore, 3/8" Key
Non-Reverse Ratchet ~ Steady Bushing Not Requested
Pricebook Thrust Value (lbs).. 9800
Customer Down Thrust (lbs) ... 3500
Customer Shutoff Thrust (lbs). 6000
Up Thrust (lbs): ~
Inverter Duty Rating Details:

Load Type (Base Hz & Below) .. Variable Torque
Speed Range (Base Hz & Below). 10:1
Temperature Rise (Sine Wave): "B" Rise @ 1.0 SF (Resist) Design Letter ........... B
KVA Code Letter ......... "G"
Starting Method ......... Direct-On-Line Start
Duty Cycle .............. Continuous Duty
Efficiency Value ........ 95.8 % ~ Typical
Load Inertia: NEMA ~ Standard Inertia: 640.00 LB-FT2
Number Of Starts Per Hour: NEMA
Motor Type Code ............ RUI
Rotor Inertia (LB-FT²) 35.4 LB-FT²
Qty. of Bearings PE (Shaft) 1
Qty. of Bearings SE (OPP) 1
Bearing Number PE (Shaft) 6215-J
Bearing Number SE (OPP) 7322 BEM
Nidec trademarks followed by the ® symbol are registered with the U.S. Patent and Trademark Office.

14.D

NIDEC MOTOR CORPORATION
8050 WEST FLORISSANT AVE.

ST. LOUIS, MO 63136
DATE: 3/4/2019 P.O. NO.: 4511720169
Order/Line NO.: 20182425 SO 100
TO: PEERLESS PUMP COMPANY
PO Box 7026
Indianapolis, IN, 46207-7026
ATTN: CUSTOMER
Model Number: NA
Catalog Number:

VHS Weather Protected

CONF,MOTOR,VHS WPI
REVISIONS:
(NONE)
MARKS: 99594175
ALL DOCUMENTS HEREIN ARE CONSIDERED CERTIFIED BY NIDEC MOTOR CORPORATION.

THANK YOU FOR YOUR ORDER AND THE OPPORTUNITY TO SERVE YOU.

Accessories:
40,000 Hours L-10 Bearing Life
Counter CW Rotation FODE
Ground Lug In Conduit Box
Inpro/Seal Ground Ring CDR
Insul. Bearing - Upper Bracket
Screens - Standard Material
115 Volt Space Heaters
Special Balance
Synthetic Lubrication
Special Paint or Primer
Siemens T-Sentry 115/230V SMSE
Special Paint/Primer Info:

Special Paint? ............. Tnemec, World Motor Gray Epoxy Manufacturer ............... TNEMEC
Manufacturer's Part Number . F066-A9428
Color ...................... WRLD MTR GRAY EPOXY
Application Thickness ...... USEM Standard (2-4 Mils)
Special Primer? ............

Manufacturer ...............

Manufacturer's Part Number .

Color ......................

Application Thickness ......

Q-1 Accessory Outlet Box ~ Same Side As Main O/B
3/4" NPT Conduit Opening
Test Requirements:

Short Commer. Test - Unwit
Complete Initial Test-Unwit.

Sound Test - Unwitnessed
Vibration Test-Unwit. (IPS)

USE THE DATA PROVIDED BELOW TO SELECT THE APPROPRIATE DIMENSION PRINT Horsepower 150
Pole(s) 04
Voltage(s) 460
Frame Size H444TP
Outlet Box AF 4.72
Outlet Box AA 3.00
Accessory Outlet Box DM 0.75
Nidec trademarks followed by the ® symbol are registered with the U.S. Patent and Trademark Office.

14.D

EFFECTIVE:

SUPERSEDES:

PRINT:

SHEET:
23-SEP-16
03-JUL-12
09-2228-05
1 OF 1

DIMENSION PRINT
WEATHER PROTECTED TYPE 1 W/SEP O/B
FRAME: H444TP, H445TPA
BASIC TYPE: RU

ISSUED BY

APPROVED BY
R. KING
Nidec Motor Corporation P. ALLGEYER
St. Louis, Missouri

INFORMATION DISCLOSED ON THIS DOCUMENT

IS CONSIDERED PROPRIETARY AND SHALL NOT BE

REPRODUCED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF NIDEC MOTOR CORPORATION

M O OT R S
IHP_DP_NMCA (MAR-2011) SOLIDEDGE
09-2228/F

TOLERANCES
DJ

21.19 538
DM
3/4 NPT
P
DJ

FACE RUNOUT

PERMISSIBLE ECCENTRICITY

OF MOUNTING RABBET
.007 T.I.R.
.007 T.I.R.

AA SIZE

CONDUIT
BF AJ
AC
AB
XO
BV
BD
BB
AK BE
AF
AG
CD

FRAME AJ AK BB
MIN
BD
MAX BF
BASIC

FRAME P AG BE BV CD EO XO

ALL DIMENSIONS ARE IN INCHES AND MILLIMETERS
2 H440 23.38 50.06 .75 21.19 44.78 5.13 27.50
H444,H445TPA
H444.H445TP .69
.69
.25
.25

16.50 20.00

14.750

14.750

13.500

13.500

AA AB AC AF

3.00 18.94 14.44 4.72
H440
471 363 134

FRAME CONDUIT BOX

MATERIAL
STEEL

3.50 NPT 18.56 14.31 5.28 CAST IRON
481 367 120
UNITS
IN
MM
IN
MM
UNITS
IN
MM
UNITS
IN
MM
IN
MM
594 1272 19 538 1137 130 699
18 18
6 6
419
508
374.65
374.65
342.90
342.90
1: ALL ROUGH DIMENSIONS MAY VARY BY .25" DUE TO
CASTING AND/OR FABRICATION VARIATIONS.
2: LARGEST MOTOR WIDTH.
3: CONDUIT OPENINGS MAY BE LOCATED IN STEPS OF
90 DEGREES REGARDLESS OF LOCATION. STANDARD
AS SHOWN WITH CONDUIT OPENING DOWN.

DM SIZE

CONDUIT

PUMP SHAFT, ADJUSTING NUT, AND

LOCKING SCREWS ARE NOT

FURNISHED WITH MOTOR

SHOWN OUT OF

POSITION FOR

CLARITY
EO
4: TOLERANCES SHOWN ARE IN INCHES ONLY.
+.005
4 HOLES
1 NPT
1 1/4 NPT
1 1/2 NPT
SEE
NOTE 5
5: SHAFT WILL EXTEND BELOW BRACKET .125 TO
ACCOMODATE INPROSEAL AND STEADY BUSHING.

14.D

EFFECTIVE:

SUPERSEDES:

PRINT:

SHEET:
03-FEB-12
28-NOV-12 80-202
1 OF 1

NEMA FRAME SIZE

OUTLET BOXES

STEEL CONSTRUCTION

ISSUED BY

APPROVED BY
R. KING
Nidec Motor Corporation R. TIMMERMAN
St. Louis, Missouri

INFORMATION DISCLOSED ON THIS DOCUMENT

IS CONSIDERED PROPRIETARY AND SHALL NOT BE

REPRODUCED OR DISCLOSED WITHOUT WRITTEN

CONSENT OF NIDEC MOTOR CORPORATION

MO OT RS
IHP_DP_NMCA (MAR-2011) SOLIDEDGE
399601

BASE P/N
O.B. PART NUMBERS
26 2.63

4.25 8.13

2.13 6.97
390417 26

4.25 2.81

4.25 3.38
390928

3.00 2.63
378702 378703 347
21 1.44
378794
390417
O.B.

VOLUME
(CU. IN.)
XW
XZ
912536

9.69 AF

9.38 XX

AA SIZE

CONDUIT

4.72 3.50

8.03 378700 378701

6.75 3.75
XY

5.31 7.13

2.75 3.00

3.41 5.25

0.75 OUTLET BOX DIMENSIONS
83 XZ *

4.19 378705 563

5.50 378704
195
390408

2.25 7.88

2.53 1.72
AA XW AF *

1.59 1.34

2.00 1.00 2.13 1.44 4.25
378767 41
XY

COVER P/N
377668 4.61
XX *

4.31 3.28

3.25 0.75

0.75 2.00 1.09

1.50 * DOES NOT INCLUDE GASKET MATERIAL THICKNESS.
378793
377667 377668 41 1.00 2.00 1.09 4.31 4.61 3.28
**
** STANDARD CONDUIT SIZE SHOWN, CONFIRM ACTUAL VALUES
ON THE DIMENSION PRINT AND SUBMITTAL COVER LETTER.
398344 398343 52 1.00 2.63 1.50 5.25 5.25 3.13

14.D

14.D

CATALOG NUMBER: NAMEPLATE PART #: 422707-005
MODEL FR H444TP TYPE RUI ENCL WPI
SHAFT
END BRG 6215-J - QTY 1 OPPEND BRG 7322 BEM - QTY 1
PH 3 MAX
AMB 50 C ID# (ref: Order#: 20182425, Type: SO, Line#: 100) INSUL

CLASS F
Asm.

Pos. DUTY CONT
HP 150 RPM 1780
VOLTS 460
FL
AMPS 166.0
SF
AMPS 191.0
SF 1.15 DESIGN B CODE G

NEMA NOM
EFFICIENCY 95.8 NOMPF 88.9 KiloWatt 111.9

GUARANTEED
EFFICIENCY 95.0 MAXKVAR HZ 60
HP RPM
VOLTS
FL
AMPS
SF
AMPS

SF DESIGN CODE

NEMA NOM

EFFICIENCY
NOM
PF

GUARANTEED

EFFICIENCY
MAX

KVAR HZ
HAZARDOUS LOCATION DATA (IF APPLICABLE):

DIVISION CLASS I GROUP I

TEMP CODE CLASS II GROUP II
VFD DATA (IF APPLICABLE):

VOLTS 460
AMPS 174.3
TORQUE 1 442.2LB-FT TORQUE 2
VFD LOAD TYPE 1 VT/PWM VFD LOAD TYPE 2
VFD HERTZ RANGE 1 6-60 VFD HERTZ RANGE 2
VFD SPEED RANGE 1 180-1800 VFD SPEED RANGE 2
SERVICE FACTOR 1.00 FL SLIP
NO. POLES MAGNETIZING AMPS
VECTOR MAX RPM Encoder PPR
Radians / Seconds Encoder Volts
TEAO DATA (IF APPLICABLE):

HP (AIR OVER) HP (AIR OVER
M/S)

RPM (AIR
OVER)

RPM (AIR OVER
M/S)

FPM AIR

VELOCITY

FPM AIR

VELOCITY M/S

FPM AIR

VELOCITY SEC

14.D

ADDITIONAL NAMEPLATE DATA:

Decal / Plate WD=499495 Customer PN 99594175
Notes Non Rev Ratchet NRR
Max Temp Rise 70C RISE/[email protected] OPP/Upper Oil Cap 5.5 QT/5.2 L Thermal (WDG) OVER TEMP PROT 2 SHAFT/Lower Oil Cap GREASE Altitude Usable At
Regulatory Notes Regulatory Compliance
COS Marine Duty
Balance 0.08 IN/SEC Arctic Duty
3/4 Load Eff. 95.9 Inrush Limit
Motor Weight (LBS) 1500 Direction of Rotation
Sound Level Special Note 1
Vertical Thrust (LBS) 9800 Special Note 2
Thrust Percentage 100% HT Special Note 3
Bearing Life 40K Special Note 4
Starting Method Special Note 5
Number of Starts Special Note 6
200/208V 60Hz Max Amps SH Max. Temp.
190V 50 hz Max Amps SH Voltage SH VOLTS=115V
380V 50 Hz Max Amps SH Watts SH WATTS=192W
NEMA Inertia Load Inertia
Sumpheater Voltage Sumpheater Wattage
Special Accessory Note 1 Special Accessory Note 16
Special Accessory Note 2 Special Accessory Note 17
Special Accessory Note 3 Special Accessory Note 18
Special Accessory Note 4 Special Accessory Note 19
Special Accessory Note 5 Special Accessory Note 20
Special Accessory Note 6 Special Accessory Note 21
Special Accessory Note 7 Special Accessory Note 22
Special Accessory Note 8 Special Accessory Note 23
Special Accessory Note 9 Special Accessory Note 24
Special Accessory Note 10 Special Accessory Note 25
Special Accessory Note 11 Special Accessory Note 26
Special Accessory Note 12 Special Accessory Note 27
Special Accessory Note 13 Special Accessory Note 28
Special Accessory Note 14 Special Accessory Note 29
Special Accessory Note 15 Special Accessory Note 30
Heater in C/B Voltage Heater in C/B Watts
Zone 2 Group Division 2 Service Factor
Note 1 Note 2
Note 3

NIDEC MOTOR CORPORATION
ST. LOUIS, MO

TYPICAL NAMEPLATE DATA

ACTUAL MOTOR NAMEPLATE LAYOUT MAY VARY

SOME FIELDS MAY BE OMITTED
Nidec trademarks followed by the ® symbol are registered with the U.S. Patent and Trademark Office.

14.D

MODEL NO. CATALOG NO. PHASE TYPE FRAME
NA NA 3 RUI H444TP
ORDER NO. 20182425 LINE NO. 100
MPI: 103756
HP: 150
POLES: 4
VOLTS: 460
HZ: 60
SERVICE FACTOR: 1.15
EFFICIENCY (%):

S.F. 95.4
FULL 95.4
3/4 95.9
1/2 95.4
1/4 92.8
POWER FACTOR (%):

S.F. 88.9
FULL 88.9
3/4 87.7
1/2 83.2
1/4 67
NO LOAD 5.9
LOCKED ROTOR 28
AMPS:

S.F. 191
FULL 166
3/4 125
1/2 89
1/4 57
NO LOAD 39.2
LOCKED ROTOR 1085

NEMA CODE LETTER G

NEMA DESIGN LETTER B
FULL LOAD RPM 1780
NEMA NOMINAL / EFFICIENCY (%) 95.8
GUARANTEED EFFICIENCY (%) 95
MAX KVAR 26.5
AMBIENT (°C) 50
ALTITUDE (FASL) 3300
SAFE STALL TIME-HOT (SEC) 30
SOUND PRESSURE (DBA @ 1M) 70
TORQUES:

BREAKDOWN{% F.L.} 220
LOCKED ROTOR{% F.L.} 150
FULL LOAD{LB-FT} 442.2
NEMA Nominal and Guaranteed Efficiencies are up to 3,300 feet above sea level and 25 ° C ambient The Above Data Is Typical, Sinewave Power Unless Noted Otherwise

NIDEC MOTOR CORPORATION
ST. LOUIS, MO
Nidec trademarks followed by the ® symbol are registered with the U.S. Patent and Trademark Office.

14.D

EFFECTIVE: 2/27/96
SUPERCEDES: X736618, 96441, 179879, 284138
Connection Plate: 499495
Connection Decal: 912113
499495
Motor Wiring Diagram

LEAD CONNECTION
Line
Each lead may consist of one or more cables having the
same lead number.
499495
1 2 3
T1
T3 DELTA T2
Connection
To reverse direction of rotation interchange connections L1 and L2.

Each lead may be comprised of one or more cables.

Each cable will be marked with the appropriate lead number.

14.D

REV
OF A
CODE DWG NO.ISSUED BY APPROVED BYTITLE REVISION DESCRIPTION FOR:

INCHES mm

SCALE UNITS

SOLIDEDGE
MATERIAL:

DWG
SIZE
SHEET
NUMBER

TOLERANCES ON DIMENSIONS
(UNLESS OTHERWISE SPECIFIED)
ANGLES X°= ±1°

NIDEC CONFIDENTIAL
1 1
NMCA (OCT-2013)
NIDEC MOTOR CORPORATION 19-DEC-18

REVISION DATE

NIDEC MOTOR

CORPORATION
ITEMS AND MATERIALS SPECIFIED HEREIN MUSTCOMPLY WITH THE EUROPEAN REDUCTION OFHAZARDOUS SUBSTANCES (ROHS 3) DIRECTIVE 2011/65/EU, REGULATIONS (EC) NO. 1907/2006(REACH) AS OF 1 JUNE 2007, CALIFORNIA PROP 65AND ALL SUBSEQUENT UPDATES.  PLEASE REFER TOTHE OFFICIAL DOCUMENTS FOR COMPLETEDEFINITIONS AND LIMITS FOR ALL RESTRICTEDSUBSTANCES UNDER ROHS 3, REACH ANDCALIFORNIA PROP 65.

QTY. 1 - SEIMENS THERMASENTRY CONTROL MODULE N.O./N.C.QTY. 3 - THERMASENTRY THERMISTORS

ACCESSORY LISTING
THERMASENTRY THERMISTORS1. THERE ARE QTY-3 POSITIVE TEMPERATURE COEFFICIENT (PTC) THERMISTORS (1 PER PHASE) INSTALLED IN THE MOTOR WINDING. ONE PER PHASE, CONNECTED IN SERIES. TERMINATED ON TERMINAL STRIP TERMINALS T1 AND T2 IN THE MOTOR ACCESSORY CONNECTION BOX. THESE ARE TO BE2. WIRE CONTROL POWER TO MODULE TERMINALS A1 AND A2. CONTROL4. FOR NORMALLY CLOSED CONTACTS, USE MODULE TERMINALS 11 AND 12.

NOTES:2. DO NOT APPLY POWER DIRECTLY ACROSS 11 AND 12 OR 13 AND 14.1. OUTPUT CONTACT RATING IS:

AC 240 VOLTS 3 AMPERES MAXIMUM

TYPICAL CONNECTION DIAGRAM, REMOTE MOUNTED
THERMASENTRY WITH N.O. AND N.C. CONTACTS
A1 11 13
T1 T2 A2 12 14
H1
K N H2
X
X
X X X

THERMISTORS
TM1 TM2

ONE PER
PHASE
WIRED TO THE REMOTE-MOUNTED CONTROL MODULE SUPPLIED WITH THE MOTOR. WIRE THE THERMISTOR LEADS TM1 AND TM2 TO THE MODULE TERMINALS T1 AND T2. POWER MAY BE 24 TO 240 VOLTS AC OR DC.3. FOR NORMALLY OPEN CONTACTS, USE MODULE TERMINALS 13 AND 14.

3. THE MODULE AUTOMATICALLY RESETS ITSELF WHEN TEMPERATURE DROPS TO A SAFE LEVEL.

DC 24 VOLTS 1 AMPERE MAXIMUM

TERMINALS
0625703
R. LOPEZ M. RAMIREZ

DRAWING, CUSTOMER

CONNECTION DIAGRAM
E
20-DEC-18
NONE INCHES 18703356
CHANGED TERMINALS IN NOTES 11 WAS 95,12 WAS 96, 13 WAS 97, 14 WAS 98. - - - -
REV.

E
REV.

E

14.D

970798

SPACE HEATER

CONNECTION DIAGRAM

SPACE HEATER LEADS MAY BE LOCATED IN EITHER THE MAIN OUTLET BOX

OR IF SO EQUIPPED, AN AUXILIARY BOX
THIS EQUIPMENT IS SUPPLIED WITH ANTICONDENSATION HEATERS. HEATERS

SHOULD BE ENERGIZED WHEN EQUIPMENT

IS NOT OPERATING TO PROTECT UNIT BY
PREVENTING INTERNAL CONDENSATION.

CONNECT THE "H" OR HEATER

LEADS TO
115V VOLTS 192W WATTS RATING

SPACE HEATER NAMEPLATE (ON MOTOR)
Revision: 7/30/2008
Mike Cullen

14.D

FRAMES 324 THRU 447 - OPEN DRIPPROOF MOTORS
TYPES: RU, RUE, RUI, RUS, RUSI, RV, RV4, RVE, RVE4, RVI, RVI4, RVS, RVS4 HIGH THRUST - WEATHER PROTECTED TYPE 1 - P BASE

HOLLOSHAFT & SOLIDSHAFT MOTORS
ITEM
NO. QTY NAME OF PART
1 1 Canopy Cap
2 3 Hex Head Cap Screws (Canopy Cap)
3 1 Upper Bracket Assembly
4 1 Oil Retaining Tube
5 4 Hex Head Cap Screw & Lockwasher (Bracket to Stator) 6 1 Special Plug
7 1 Reflector Disc
8 2 Gasket - Sight Gauge
9 1 Sight Gauge Window
10 1 Sight Gauge Housing
11 4 Oval Head Screw (Sight Gauge)
12 1 Nipple Fitting (Oil Drain)
13 1 Gasket or "O" Ring
ITEM
NO. QTY NAME OF PART
14 1 Drain Cap
15 1 Locking Arm
16 1 Hex Head Cap Screw & Lockwasher
17 1 Dust Ring
18 1 Gasket (Dust Ring)
19 3 Hex Head Cap Screw & Lockwasher
20-25 - NOT USED THIS ASSEMBLY
26 1 Coupling (RU & RUE only)
27 1 Gib Key
28 3
Hex Head Cap Screw & Lockwasher
(Bearing Mounting)
29 3 Spring Pin
30 1 Locknut / Lockwasher
WARNING:

Any disassembly or repair work on explosionproof motors will void the Underwriters Laboratories, Inc.label unless done by the manufacturer, or a facility approved by the Underwriters Laboratories, Inc.Refer to your nearest
sales office for assistance.

BEARINGS:

Refer to motor nameplate for the
bearing numbers.

PRICES:

Parts stocking distributors: refer to
renewal parts numerical index.All
Others: refer to your nearest parts
distributor.
reference: Renewal Parts Section 700, Pages 149 & 150

14.D

FRAMES 324 THRU 447 - OPEN DRIPPROOF MOTORS
TYPES: RU, RUE, RUI, RUS, RUSI, RV, RV4, RVE, RVE4, RVI, RVI4, RVS, RVS4 HIGH THRUST - WEATHER PROTECTED TYPE 1 - P BASE

HOLLOSHAFT & SOLIDSHAFT MOTORS
ITEM
NO. QTY NAME OF PART
31 1 Bearing Mounting
32 1 Square Key
33 1 Ball Bearing (Upper) (Refer to Section 775)
34 1 Metering Plate (Used on 444 & 445 frames only)
35 1
Hex Head Cap Screw & Lockwasher
(Used on 444 & 445 frames only)
36 1 Air Deflector (Upper)
37 7
Self-Tapping Screw (Air Deflector) Use Qty. 8
on 404 & 405 frame & Qty. 6 on 444 & 445 frame
38 1 Rotor Assembly (Includes items 39 & 40)
39 1 Rotor Core
40 1 Rotor Shaft
41-45 - NOT USED THIS ASSEMBLY
46 1 Wound Stator Assembly
47 1 Grill (Upper Fame)
48 1 Expansion Spring
49 1 Grill (Lower Frame)
50 1 Expansion Spring
51 1 Gasket (Outlet Box Base)
52 1 Outlet Box Base
53 4 Hex Head Cap Screw
54 1 Hex Head Countersunk Pipe Plug
55 1 Gasket (Outlet Box Cover)
56 1 Outlet Box Cover
57 4 Hex Head Cap Screw (Outlet Box Cover)
58 1 Lower Bracket "P" Base
59 4
Hex Head Cap Screw
(Not used on 404 & 405 frames)
60 4
Stud / Nut & Washer
(Used on 404 & 405 frames only)
ITEM
NO. QTY NAME OF PART
61-65 - NOT USED THIS ASSEMBLY
66 1 Grease Fitting
67 1
Plastic Cap
(Used on frames 404, 405, 444 & 445 only)
68 1 Pipe Plug
69 1 Lower Air Deflector
70 1 Lower Screen
71 4
Hex Head Cap Screw & Lockwasher
(Qty. 8 on 404 & 405 frames, Qty. 6 on 444 & 445 frames) 72 1 Lower Bearing Cap
73 3 Hex Head Cap Screw / Lockwasher
74 1 Ball Bearing (Lower) (Refer to Section 775)
75 1 Bearing Spacer (Lower)
76 1 Snap Ring
77 1 Water Deflector

FOR UNITS WITH STABILIZER BUSHINGS, OMIT
ITEM NO. 77 & ADD THE FOLLOWING:
120 1 Stabilizer Bushing
121 2 Socket Set Screws

FOR UNITS WITH NON-REVERESE RATCHETS,
OMIT ITEM NO.'s 15, 17 & 19 AND ADD THE FOLLOWING:
150 1 Stationary Ratchet
151 3 Socket Head Cap Screws
152 1 Rotating Ratchet
153 12 Steel Balls
154 1 Ball Retaining Ring
155 6
Round Head Machine Screws, Lockwasher
& Plain Washers
156 3 Hex Head Cap Screws
WARNING:

Any disassembly or repair work on explosionproof motors will void the Underwriters Laboratories, Inc. label unless done by the manufacturer, or a facility approved by the Underwriters Laboratories, Inc. Refer to your nearest
sales office for assistance.

BEARINGS:

Refer to motor nameplate for the
bearing numbers.

PRICES:

Parts stocking distributors: refer to
renewal parts numerical index. All
Others: refer to your nearest parts
distributor.
reference: Renewal Parts Section 700, Pages 149 & 150
Copyright © 2010 Nidec Motor Corporation. All rights reserved.

14.D

Vertical HOLLOSHAFT Coupling Dimensions
Standard Coupling Dimensions
Coupling Part Number 132577
BX Nominal 1 1/2
Actual Bore 1.504
BY 1/4-20
BZ 2 1/8
XB 4
XD 17/32
XE 3 11/16
XF 2 7/8
SQ. KEY 3/8
Notes:

1. All Rough casting dimensions may vary by 0.25" due to casting variations.

2. All tapped holes are Unified National Course, Right Hand thread.

3. Coupling bore dimension "BX" is machined with a tolerance of - .000", +.001" up to 1.50" bore inclusive. Larger bores: -.000", +.002".

Copyright © 2010 Nidec Motor Corporation. All rights reserved.

14.D

Note: Motor RCF Test Data can be provided at time of motor shipment through special test.

Please contact your Nidec Motor Corporation representative for more information.

MODEL NO: NA
CATALOG NO: NA
Frame: H444TP Type: RUI
REED CRITICAL FREQUENCY: 31 HZ
CENTER OF GRAVITY: 21 IN
DEFLECTION @ CENTER OF GRAVITY: 0.0102 IN
UNIT WEIGHT: 1600 LBS
BASE DIAMETER: ALL IN
TOLERANCE ON RCF VALUE: 10%
DATE: 3/4/2019

Copyright © 2010 Nidec Motor Corporation. All rights reserved.

14.D

MOTOR NOISE QUOTATION
MODEL NO. CATALOG NO. ORDER NO. LINE NO. PHASE TYPE FRAME 20182425 100 3 RUI 444

OCTAVE BAND

CENTER FREQUENCY
(HERTZ)

SOUND PRESSURE LEVELS MEASURED IN A
REVERBERANT SOUND ROOM PER IEEE 85,

CORRECTED TO FREE FIELD CONDITIONS
REFERENCE: .0002 DYNES/CM²

WEIGHTING NETWORK 'A'

31.5 63
125
250
500
1000
2000
4000
8000

OVERALL
103756 MPI (Ref)
150 HP
4 POLES
60 HZ
--- DECIBELS

30.0 DECIBELS

42.5 DECIBELS

54.9 DECIBELS

63.2 DECIBELS

66.5 DECIBELS

63.4 DECIBELS

58.9 DECIBELS

51.1 DECIBELS

70.0 DECIBELS
DISTANCE FROM MAJOR MOTOR SURFACES 1 Meter

DATA IS TYPICAL UNDER NO LOAD,
IN A FREE FIELD PER ANSI S12.51 AND NEMA MG-1
DATE: 3/4/2019

14.D

www.usmotors.com vii
† All marks shown within this document are properties of their respective owners. Revised ─ August 2016 Variable Frequency Drives (VFD)
A VFD is a type of controller used to vary the speed of an electric motor.

The VFD takes a fixed AC voltage and frequency and allows it to be adjusted in order to get different speeds from the motor. Motor speed can be varied by changing the frequency of the input power waveform.

The equation below shows how the frequency affects the speed of a three phase induction motor.

How does a VFD work?
A VFD takes the fixed frequency and voltage sine wave from the power grid or power station and puts it through a few steps in order to allow the VFD user to vary the frequency and in turn control the motor speed.

First it rectifies the AC power into DC Power. Because of this step, a term commonly used instead of VFD is inverter. This only describes one step of what the VFD does to the power waveform. Once rectified into a DC voltage the drive sends the power through a set of transistors or switches. These switches can take the DC waveform and by opening and closing at certain speeds and durations can create an output waveform that mimics the sine wave that is required to drive a three phase electric motor. The output wave form is known as a Pulse Width Modulation (PWM) waveform because the waveform is created by multiple pulses of the switches at short intervals.

What variables should be considered when
deciding whether to power a motor with a VFD?
VFD compatibility with motors is complex. As a result, many variables must be considered when determining the suitability of a particular motor for use with a VFD. These variables include:
• Torque requirements (Constant or Variable)
• Speed Range
• Line / System Voltage
• Cable length between the VFD and the motor
• Drive switching (carrier) frequency
• Motor construction
• VFD dv/dt
• High temperatures or high humidity
• Grouding system
Wider speed ranges, higher voltages, higher switching frequencies, insufficient grounding and increased cable lengths all add to the severity of the application and, therefore, the potential for premature motor failure.

How does a VFD affect the motor?
There are many things to consider when a motor is powered using a VFD or PWM power. When a motor is powered by a PWM waveform the motor windings very often see a large differential voltage, either from phase to phase or turn to turn. When the voltage differential becomes large enough it creates a reaction at the molecular level that converts available oxygen into O3. This phenomenon is called partial discharge or corona. This reaction creates energy in the form of light and heat. This energy has a corrosive effect on the varnish used to protect the motor windings. PWM waveforms can also magnify shaft voltages which lead to arcing across the bearing and causing premature bearing failure.

Corrective action must be taken to mitigate these issues that arise when using an electric motor with a VFD.

How do I protect the motor?
Nidec Motor Corporation (NMC) has developed specific motor designs to decrease the harmful affects that a VFD can have on a motor.

NMC’s INVERTER GRADE® insulation system is the first line of defense against corona and phase to phase faults that can be common when a motor is powered using a PWM waveform. The INVERTER GRADE® insulation system is standard on all of NMC’s Inverter Duty products. Along with the INVERTER GRADE® insulation, thermostats are installed as a minimum protection against over heating the motor.

Special consideration must also be given to bearings in motors powered by VFD’s. In order to create a low resistance path to ground for built up shaft voltages a shaft grounding device can be used. On larger horsepower motors an insulated bearing system should be used in conjunction with the shaft grounding device when installed, to force the stray shaft voltages to ground. The bearing failures are more prominent on motors with thrust handling bearings. NMC has created an Inverter Duty vertical motor line that not only uses the INVERTER GRADE® insulation system, but that also comes standard with a shaft grounding device. On motors that are 100 HP and greater the thrust bearing is also insulated for additional protection.

What does "Inverter Duty" mean?
An Inverter Duty motor should describe a motor that helps mitigate potential failure modes of a motor that is powered by a VFD. Inverter duty motor windings should be able to withstand the voltage spikes per NEMA MG1 Part 31.4.4.2 and protect against overheating when the motor is run at slow speeds. On thrust handling bearings it is apparent that the bearings require additional protection. Inverter Duty vertical motors should have a shaft grounding device to protect the motor bearings from fluting due to voltage discharge through the bearing. On larger motors (100HP and larger) the shaft should also be electrically isolated from the frame in order to aid the shaft grounding ring in discharging the shaft voltages to ground.

*This information applies only to Integral Horsepower (IHP) motors as defined on the Agency Approval page, under UL®† & CSA®† listings where indicated.

Figure 1 PWM Waveform

PULSE WIDTH MODULATION WAVEFORM
Speed = 120* Fundamental Input Frequency
Number of Motor Poles
Line
to
Neutral
Voltage
Line
Current
General Information for Integral Horsepower (IHP) Motors on Variable Frequency Drives (VFDs)

14.D

viii www.usmotors.com
† All marks shown within this document are properties of their respective owners. Revised ─ August 2016 Thermal Overloads and Single Phase Motors
Motors with thermal overloads installed may not operate properly on a VFD. The current carrying thermal overload is designed for sine wave power. Operation on a VFD may cause nuisance tripping or potentially not protect the motor as would be expected on line power. Thermostats or thermistors installed in the motor and connected properly to the VFD may provide suitable thermal overload protection when operating on a VFD. (consult codes for installation requirements)
Single phase motors and other fractional horsepower ratings are not designed to be operated on a VFD. Within Nidec Motor Corporation standard products, all motors NEMA®† 48 frame (5.5” diameter) and smaller are not suitable for VFD applications. Three phase 56 and 143/145 frame applications should be noted on the catalog price page; or if in doubt ask an Nidec Motor Corporation technical representative for recommendations on compatibility with a VFD.

Slow Speed Motors
Motors with a base design of slower than six poles require special consideration regarding VFD sizing and minimizing harmonic distortion created at the motor terminals due to cable installation characteristics.

Additional external PWM waveform filters and shielded motor cables designed for PWM power may be required to provide acceptable motor life.

Harmonic distortion on the output waveform should be kept to a minimum level (less than 10%) mismatch impedence.
690V Applications
Motors that are rated for 690VAC and that will be powered by 690VAC PWM VFDs require the use of an external filter to limit peak voltage spikes and the use of an INVERTER GRADE® motor. Where available, an alternative to using an output filter is to upgrade to a 2300V insulation system.

Low Voltage TITAN® Motors
When using 449 frame and larger motors on PWM type VFDs consider the use of an external filter and shielded motor cables designed for PWM power to minimize harmonic distortion and peak voltages at the motor terminals. Harmonic distortion on the output waveform should be kept to a minimum level (less than 10%).

Bearing Currents Related to PWM Waveforms
Due to the uniqueness of this condition occurring in the field, protection of the motor bearings from shaft currents caused by common mode voltages is not a standard feature on sine wave or Inverter Duty motor products, unless explicitly noted. Some installations may be prone to a voltage discharge condition through the motor bearings called Electrical Discharge Machining (EDM) or fluting.

EDM damage is related to characteristics of the PWM waveform, and the VFD programming, and installation factors.

Bearing EDM as a result of VFD waveform characteristics may be prevented by the installation of a shaft grounding device such as a brush or ring and/or correction of the installation characteristics causing the shaft voltage condition. Insulated bearing(s) may be required. VFD filters may be used if bearing fluting is to be mitigated.

Bearing Protection on Inverter Duty Vertical Motors
All U.S. MOTORS® brand “Inverter Duty” vertical products have a shaft grounding system that allows damaging shaft currents a low resistance path to ground. Bearings on vertical motors fed by VFD power without this bearing protection are not covered under any warranty. All other bearing failure is covered per NMC’s standard warranty. An electric motor repair shop approved to service U.S. MOTORS® brand motors must verify that the cause of the bearing failure was not due to EDM damage.

Multiple Motors on a Single VFD
Special considerations are required when multiple motors are powered from a single VFD unit. Most VFD manufacturers can provide guidelines for proper motor thermal considerations and starting/stopping of motors.

Cable runs from the VFD and each motor can create conditions that will cause extra stress on the motor winding. Filters may be required at the motor to provide maximum motor life.

Grounding and Cable Installation Guidelines
Proper output winding and grounding practices can be instrumental in minimizing motor related failures caused by PWM waveform characteristics and installation factors. VFD manufacturers typically provide detailed guidelines on the proper grounding of the motor to the VFD and output cable routing. Cabling manufacturers provide recommended cable types for PWM installations and critical information concerning output wiring impedance and capacitance to ground.

Vertical Motors on VFDs
Vertical motors operated on VFD power present unique conditions that may require consideration by the user or installation engineer:
• • Locked rotor and drive tripping caused by non-reversing-ratchet operation at low motor speeds. It is not recommended to operate motors at less than 1/4 of synchronous speed. If slow speeds are required contact NMC engineering.
• • Unexpected / unacceptable system vibration and or noise levels caused by the torque pulsation characteristics of the PWM waveform, a system critical frequency falling inside the variable speed range of the process or the added harmonic content of the PWM waveform exciting a system component
• • Application related problems related to the controlled acceleration/ deceleration and torque of the motor on VFD power and the building of system pressure/ load.
• • The impact the reduction of pump speed has on the down thrust reflected to the pump motor and any minimum thrust requirements of the motor bearings
• Water hammer during shutdown damaging the non-reversing ratchet Humidity and Non-operational Conditions
The possible build-up of condensation inside the motor due to storage in an uncontrolled environment or non-operational periods in an installation, can lead to an increased rate of premature winding or bearing failures when combined with the stresses associated with PWM waveform characteristics. Moisture and condensation in and on the motor winding over time can provide tracking paths to ground, lower the resistance of the motor winding to ground, and lower the Corona Inception Voltage (CIV) level of the winding.

Proper storage and maintenance guidelines are important to minimize the potential of premature failures. Space heaters or trickle voltage heating methods are the common methods for drying out a winding that has low resistance readings. Damage caused by these factors are not covered by the limited warranty provided for the motor unless appropriate heating methods are properly utilized during non-operational periods and prior to motor start-up.

NEMA®† Application Guide for AC Adjustable Speed Drive Systems:
http://www.nema.org/stds/acadjustable.cfm#download
Motor / Inverter
Compatibility
* This information applies only to Integral Horsepower (IHP) motors as defined on the Agency Approval page, under UL®† & CSA®† listings where indicated.

14.D

www.usmotors.com ix
† All marks shown within this document are properties of their respective owners. Revised ─ August 2016 Cable distances are for reference only and can be further limited by hot and humid environments (refer to Table 1). Refer to specific VFD manufacturers cable limits. Refer to the Motor/ Inverter Compatibility page for special consideration of vertical motor bearings.

Warranty Period Clarifications and Exceptions
Standard Energy Efficient Exclusion
Applying Standard & Energy Efficient Motors on Variable Frequency Drives is not recommended. VFD related failures on standard and energy efficient motors will not be covered under warranty.

Vertical Motor Windings
Premium efficient vertical motors without INVERTER GRADE® insulation that are installed using the criteria described in this document and applied in the correct applications shall have a warranty while powered by a VFD for 12 months from date of installation or 18 months from date of manufacturing whichever comes first. See limited warranty page for horizontal motor warranty periods.

Bearing Exclusion for Thrust Handling Bearings
Bearings used in premium efficienct vertical motors, and all thrust handling bearings, that are powered by VFDs without shaft grounding devices or insulated bearings (when required) will not be covered under any warranty for damages caused from being powered by a VFD. All other bearing failure is covered per NMC’s standard warranty. An electric motor repair shop approved to service U.S. MOTORS® brand motors must verify that the cause of the bearing failure was not due to Electrical Discharge Machining.

Medium Voltage and Slow Speed Considerations
Motors that are rated above 700 VAC or that are eight pole and slower require special consideration and installation and are not covered under the warranty guidelines in this document. Motors that are rated above 700VAC have special cable length and voltage differential issues that are specific to the VFD type and manufacture. The motor construction and cost may vary dramatically depending on the VFD topology and construction. Contact your NMC representative with VFD manufacturer name and model type for application and motor construction considerations. Motors that are designed eight pole and slower also require special installation and filters per the drive manufacturer.

Warranty Guidelines for Integral Horsepower
(IHP)* Motors on Variable Frequency Drives
Warranty Guidelines
The information in the following section refers to the motor and drive application guidelines and limitations for warranty.

Hazardous Location Motors
Use of a variable frequency drive with the motors in this catalog, intended for use in hazardous locations, is only approved for Division1, Class I, Group D hazardous location motors with a T2B temperature code, with a limitation of 2:1 constant torque or 10:1 variable torque output. No other stock hazardous location motors are inherently suitable for operation with a variable frequency drive. If other requirements are needed, including non-listed Division 2, please contact your Nidec Motor Corporation territory manager to conduct an engineering inquiry. 575 Volt Motors
575 volt motors can be applied on Inverters when output filters are used. Contact the drive manufacturer for filter selection and installation requirements.

Applying INVERTER GRADE® Insulated Motors on
Variable Frequency Drives (2, 4, 6 pole)
The products within this catalog labeled “Inverter Duty” or “Vector Duty” are considered INVERTER GRADE® insulated motors. INVERTER GRADE® motors exceed the NEMA®† MG-1 Part 31 standard.

Nidec Motor Corporation provides a three-year limited warranty on all NEMA®† frame INVERTER GRADE® insulated motors and allows long cable runs between the motor and the VFD (limited to 400 feet without output filters). Cable distance can be further limited by hot and humid environments and VFD manufacturers cable limits. These motors may be appropriate for certain severe inverter applications or when the factors relating to the end use application are undefined (such as spares).

Nidec Motor Corporation’s U.S. Motors® brand is available in the following INVERTER GRADE® insulated motors:
• Inverter Duty NEMA®† frame motors good for 10:1 Variable Torque & 5:1 Constant Torque, including Vertical Type RUSI
• Inverter Duty motors rated for 10:1 Constant Torque
• ACCU-Torq® and Vector Duty Motors with full torque to 0 Speed • 841 Plus® NEMA®† Frame Motors
Applying Premium Efficient motors (that do not have INVERTER GRADE® insulation) on Variable Frequency Drives (2, 4, 6 pole) Premium efficient motors without INVERTER GRADE insulation meet minimum NEMA®† MG-1, Section IV, Part 31.4.4.2. These motors can be used with Variable Frequency Drives (with a reduced warranty period) under the following parameters:
• On NEMA®† frame motors, 10:1 speed rating on variable torque loads & 4:1 speed range on constant torque loads.
• On TITAN® frame motors, 10:1 speed rating on variable torque loads. • On TITAN® frame motors, inquiry required for suitability on constant torque loads.

Table 1 - Cable Distances
Maximum Cable Distance VFD to Motor
Switching Frequency 460 Volt 230 Volt 380 Volt
3 Khz 127 ft 400 ft 218 ft
6 Khz 90 ft 307 ft 154 ft
9 Khz 73 ft 251 ft 126 ft
12 Khz 64 ft 217 ft 109 ft
15 Khz 57 ft 194 ft 98 ft
20 Khz 49 ft 168 ft 85 ft
* This information applies only to Integral Horsepower (IHP) motors as defined on the Agency Approval page, under UL®† & CSA®† listings where indicated.

14.D

TAB 4

14.D

1 GRUNDFOS
2005 Dr. Martin Luther King St.

Indianapolis, IN 46202
Ph: 317-925-9661
Fax: 317-924-7388
www.grundfos.us

COATING SUMMARY
Hidden Valley Pump Systems, Inc.

Hemet Well #10
Deep Well Pumps
Component Coated Application Coating / DFT (mils) Color Water Passages Discharge Head Primer Self Priming Green Finish Scotchkote 134 / 12 mils
Interior/Exterior of Column Pipes & Suction Pipe Primer Self Priming Green Finish Scotchkote 134 / 12 mils
Exterior of Bowls Primer Self Priming Green
Finish Scotchkote 134 / 12 mils
Interior/Exterior of Suction Bell Primer Self Priming Green Finish Scotchkote 134 / 12 mils
Exterior of Enclosing Tubes Primer Self Priming Green
Finish Scotchkote 134 / 12 mils
Exterior of Discharge Head Primer Self Priming Green
Finish El Paco 5500EA Enamel / 3 mils
Interior of Bowls Finish Vitreous Enamel (Glass Lined) Black Vertical Motor Finish Nidec Standard System Dark Gray

14.D

3 3M™ Scotchkote™ Fusion-Bonded Epoxy Coating 134
Product Description
3M™ Scotchkote™ Fusion-Bonded Epoxy Coating 134 is a one-part, heat curable, thermosetting epoxy coating designed for corrosion protection of metal. The epoxy is applied to preheated steel as a dry powder which melts and cures to a uniform coating thickness.

This bonding process provides excellent adhesion and coverage on applications such as valves, pumps, pipe drains, hydrants and porous castings. Scotchkote 134 coating is resistant to wastewater, corrosive soils, hydrocarbons, harsh chemicals, and sea water.

Powder properties allow easy manual or automatic application by electrostatic or air-spray equipment.

Temperature Operating Range
Scotchkote 134 coating, when properly applied to a nominal thickness of 15 mils, should perform in a satisfactory manner on pipelines operating between -100°F/-73°C to 203°F/95°C. For temperatures reaching 230°F/110°C thicker coatings, greater than 30 mils, may improve the service capability. However, it is difficult to accurately predict field performance from the laboratory data due to the wide variations in actual field conditions. Soil types, moisture content, temperatures, coating thickness, and other factors specific to the area all influence the coating performance and upper temperature operating limits.

Product Features
• No primer required for most applications.
• Particularly suitable for electrostatic or air-spray application on preheated metal articles.
• Can be electrostatically applied to unheated metal parts and subsequently cured by baking.
• Long gel time allows application on large or complex articles, minimizing fear of runs, sags, laminations, or unsightly overspray.
• Especially useful for coating the inside of pipe or other fabrications where a smooth, corrosion resistant coating is required.
• Can be machined by grinding or cutting to meet close
tolerance requirements.
• Allows easy visual inspection of coated articles.
• Can be painted with alkyd paint, acrylic lacquer, polyurethane, or acrylic enamel for color coding.
• Will not sag, cold flow, or become soft in storage. Long term storage under most climatic conditions.
• Lightweight for lower shipping costs.
• Protects over wide temperature range.
• Resists direct burial soil stress.
• High adhesion and toughness.
• Resists cavitation and cathodic disbondment.
• Excellent chemical resistance.
• Suitable for elevated temperature service in presence of H2 S,
CO2, CH4, crude oil and brine when applied over phenolic primer such as Scotchkote 345.
• Long-term performance history in water, sewage, and other service environments.
• Scotchkote 134 FBEC meets the requirements of AWWA
Standard C213 and C550.
• Operating temperature dry is 230°F/110°C.

General Application Information

1. Remove oil, grease and loosely adhering deposits.

2. Abrasive blast clean the surface to NACE No. 2/SSPC-SP10 ISO 8501:1, Grade SA 2 1/2 near-white metal.

3. Apply mechanical masks or mask with materials such as ScotchGlass Cloth Tape 361 or Scotch Aluminum Foil Tape 425 as required.

4. Preheat article to the desired application temperature per cure specifications.

5. Deposit Scotchkote 134 coating by powder spray to the specified thickness.

6. Cure according to cure specifications.

7. Visually and electrically inspect for coating flaws after the coating has cooled.

8. Repair all defects.

Cure Specifications
Scotchkote 134 coating may be applied to metal articles which have been preheated to a temperature of 300°F/149°C to 475°F/246°C.

After application, Scotchkote 134 coating must be cured according to the cure guide to achieve maximum performance properties.

If Scotchkote 134 coating is electrostatically applied to unheated parts, the cure time should be measured from the time the coated part reaches the cure temperature. After cure, the coating may be force cooled using air or water to facilitate inspection and handling.

14.D

3M™ Scotchkote™ Fusion-Bonded Epoxy Coating 134 Cure Guide Temperature of Article at
Time of Powder Application
Typical Gel Time Cure Time
475°F/246°C 40 seconds 7 minutes
450°F/232°C 60 seconds 10 minutes
400°F/204°C 120 seconds 15 minutes
350°F/177°C 330 seconds 25 minutes
425°F/218°C 90 seconds 25 minutes for NSF/ANSI 61 approved applications Typical Properties
Property Value
Color Forest Green
Specific Gravity - Powder
(Air Pycnometer) 1.51
Coverage 127 ft2
/lb/mil (0,66 m2/kg/mm)
Fluid Bed Density 33 lbs/ft3
(530 kg/m3)
Shelf Life at 80°F/27°C 18 months
Average Gel Time
400°F/204°C 120 seconds
Edge Coverage 12% to 18%
Minimum Explosive Concentration 0.03 oz/ft3
(30,6 g/m3)
Ignition Temperature 986°F/530°C
V.O.C. (As Supplied) 0 g/L, as calculated
Chemical/Pressure/Temperature Resistance
All tests performed on Scotchkote™ Fusion Bonded Epoxy Coating 134 applied over a 1 mil/25,4 µm phenolic primer. Liquid phase for all test conditions: 33% kerosene, 33% toluene, 34% brine solution of 5% NaCl.

Test Conditions Gas Phase Results
Autoclave, 120°F/49°C
48 hours, 1500 psi/10.3 MPa

99.5% CO2

0.5% H2S
Excellent adhesion, no coating loss or blisters
in aqueous, hydrocarbon, or gas phase
Autoclave, 150°F/66°C
48 hours, 2200 psi/15.2 MPa
80% CH4
12% CO2
8% H2S
Excellent adhesion, no coating loss or blisters
in aqueous, hydrocarbon, or gas phase
Autoclave, 200°F/93°C
24 hours, 3300 psi/22.8 MPa
86% CH4
8% CO2
6% H2S
Excellent adhesion, no coating loss or blisters
in aqueous, hydrocarbon, or gas phase
Autoclave, 300°F/149°C
24 hours, 3000 psi/20.7 MPa
90% CH
10% CO2
Trace H2S
Excellent adhesion, no coating loss or blisters
in aqueous, hydrocarbon, or gas phase

14.D

3 Infrastructure Protection Division
6801 River Place Blvd.

Austin, TX 78726-9000
www.3M.com/corrosion
Please recycle. Printed in USA.
© 3M 2013. All rights reserved.
80-6111-8506-9 Rev. B
Handling and Safety Precautions
Read all Health Hazard, Precautionary and First
Aid, Material Safety Data Sheet, and/or product
label prior to handling or use.

Ordering Information/Customer Service
For ordering technical or product information, or a copy of the Material Safety Data Sheet, call:

Phone: 800/722-6721
Fax: 877/601-1305
Important Notice
All statements, technical information, and recommendations related to 3M’s products are based on information believed to be reliable, but the accuracy
or completeness is not guaranteed. Before using this
product, you must evaluate it and determine if it is
suitable for your intended application. Because
conditions of product use are outside of our control
and vary widely, you assume all risks and liability
associated with such use. Any product-related
statements not contained in 3M publications, or any
contrary statements contained on your purchase order
shall have no force or effect unless expressly agreed
upon, in writing, by an authorized officer of 3M.

Warranty; Limited Remedy; Limited Liability.
3M warrants that Product will conform to 3M published specifications upon shipment. If Product is proven not to have met the specifications your exclusive remedy and 3M’s sole obligation will be, at 3M’s option, to replace the Product or to refund the purchase price of the Product. EXCEPT WHERE PROHIBITED BY LAW, THIS WARRANTY

IS MADE IN LIEU OF ALL OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING, BUT NOT LIMITED TO, ANY

IMPLIED WARRANTY OF MERCHANTABILITY, FITNESS FOR A PARTICULAR PURPOSE OR THOSE ARISING FROM A COURSE OF DEALING, CUSTOM OR USAGE OF TRADE. Buyer is an expert in its field and is responsible for determining if Products are suitable for a particular purpose or application. 3M has no obligation under this warranty with respect to any Product that has failed due to inadequate or improper storage, handling, surface preparation, application, or maintenance; failure to follow Product instructions; or alteration or damage to the Product caused by accident, neglect, or misuse. EXCEPT WHERE PROHIBITED BY LAW, IN NO EVENT SHALL 3M BE LIABLE FOR ANY DIRECT, INDIRECT, SPECIAL, INCIDENTAL OR CONSEQUENTIAL LOSS OR DAMAGES (INCLUDING LOST PROFITS) ARISING FROM THIS PRODUCT, REGARDLESS OF THE LEGAL THEORY ASSERTED. 3M™ Scotchkote Fusion-Bonded Epoxy Coating 134 Test Data Property Test Description Results
Adhesion Elcometer > 3000 psi (glue failure)/ 210 kg/cm2 Adhesion to Steel (Shear) ASTM D 1002
10 mil/254 µm glue line
4300 psi/302 kg/cm2
cohesive failure
Impact Gardner 5/8 in/1,6 cm diameter tup
1/8" x 3" x 3" (0,32 cm x 7,6 cm x 7,6 cm)
steel panel
160 in-lbs
1,8 kg•m
Hardness Barcol ASTM D 2583 23
Abrasion Resistance ASTM D 4060
CS-17 1000g weight / 5000 cycles
0,07 g loss
Thermal Shock 310°F/154°C to -320°F/-195°C
coated pipe
10 cycles, no effect
Penetration ASTM G 17
-40°F/-40°C to 240°F/116°C
0 Tensile Strength ASTM D 2370 7300 psi/512 kg/cm2
Elongation ASTM D 2370 4.2%
Compressive Strength ASTM D 695 12800 psi/900 kg/cm2
Coefficient of Friction API RP5L2-1968, App 8 23°
Electric Strength ASTM D 149 1000 volts/mil (39,4 kv/mm) Hot Water Resistance 160°F/71°C immersion / 120 days Good adhesion, no blistering Electrical Resistivity ASTM D 257 1.2 x 1015 ohm•cm
Thermal Conductivity MIL-I-16923E 7 x 10-4 cal/sec/cm2
/°C/cm
Water Absorption 3M 10 mil/254 µm free film 30 days 6,5 g/m2 Fungus Resistance MIL-STD 810-B Method 508 Funginert
Salt Fog MIL-E-5272C No effect
Weatherometer ASTM G 23 5000 hours Surface chalk
Soil Stress - Burial Bureau of Reclamation 25 cycles No effect Salt Crock 30 day, 5 volt, 5% NaCl sand crock
230°F/110°C
Disbondment diameter 24 mm average
Bendability 3/8”/9,5 mm coupon
mandrel bend at 73°F/23°C
30 pipe diameters

1.9° / diameter length

14.D

TAB 5

14.D

Grundfos Job #: 9927148095 Legend: - H=Hold
Customer: Hidden Valley Pump Systems Inc. W=Witness
Project: Hemet Well #10 NW= Non-Witness
Cust P.O.: 25259 FI=For Information
Revision # 0 V=Visual Check / Visual Dimensions Check
M=Manufacturer Check / Internal InspectionC=Certification R=Report
Buyer/User Hemet Well Third Party
Contact: Mike Burkey Contact:

Phone: 760.749.2209 Phone:

Facsimile: 760.749.6821 Facsimile:

Email: [email protected] Email:

NO. QUALITY ACTIVITY CONTROLLING DOCUMENT VERIFYING DOCUMENT Comments 1 Pump Performance Test PPU1IB430426 Performance Curves and Datasheets Per HI standard with shop driver (7 points min, last point tested at 150% of rated capacity, head, efficiency, brake horsepower vs capacity, water temperatures shall be recorded) -- NW/R --
2 Short Commercial Motor Test -- NW/R --3 Complete Motor Initial Test -- NW/R --4 Motor Sound Test -- NW/R --5 Motor Vibration Test -- NW/R -- Note:

Any test/inspection/report that is requested other then the above-mentioned, is subject to Peerless's Pump Company acceptance and subject to price & delivery impact.

Peerless
Buyer/User
Third Party
Nidec Test Procedure Nidec Test Report

INSPECTION AND TEST PLAN (ITP)
Hidden Valley Pump Systems Inc.

Hemet Well #10

14.D

Project Job Criteria PPU1IB430426 Page 1 of 3
GFS150201 Form for Standard, Version 1.0
Document
title Pump Hydraulic Performance Tests
Document no PPU1IB430426 Valid from 8-1-2015
Author PPUMCS Approver PPUMCS Doc.
type Instruction
Version 6 Location Peerless Pump – Indianapolis PPU1
This document is a copy. The original can be found in IMS (Integrated Management System via Insite/Toolbox).

1.0 Purpose
This work instruction applies to hydraulic performance tests conducted in Indianapolis facilities.

2.0 Scope
N/A

3.0 Responsibilities
N/A

4.0 Requirements

1.0 Test requirements shall be issued to the test lab by standard forms in Shop Tech.

2.0 All factory run tests shall use water at ambient temperature as the test liquid.

3.0 All personal safety considerations shall be observed.

4.0 Test setup, test run, data acquisition, data reduction and test result presentations shall be in accordance with Hydraulic Institute Standards or other applicable standards by NFPA, UL, ULC, FM, etc. and shall be performed in accordance with customer specifications. Special requirements may be issued by the Engineering Department.

When no special requirements are listed; Hydraulic Institute Standards will be followed for all tests except fire pumps.

5.0 Test instruments shall be selected and maintained so that the required accuracy of the measurements can be provided. The calibration interval shall follow what is recommended in the applicable standards.

6.0 Tests shall be performed with various drivers:

6.1 With a calibrated or non-calibrated test lab motor that matches the pump speed and power. If a non-calibrated test lab motor is used, a calibrated dynamometer must be used as well.

6.2 With a job driver as specified by the test sheet.

6.3 All drivers shall be operated in accordance with their individual instructions or as directed either by engineering personnel or by manufacturer’s representatives. The identification and other information of the driver shall be recorded.

14.D

Project Job Criteria PPU1IB430426 Page 2 of 3
GFS150201 Form for Standard, Version 1.0

7.0 Before the test, the pump identification and configurations shall be recorded. The pump condition shall be checked to ensure it is in ready-to-run condition. Items to be checked include, but are not limited to, oil level in the bearing housing, mechanical seal flush line, and shaft alignment.

8.0 Data acquisition shall be conducted either manually by the personnel or automatically by the data acquisition system. Data to be collected and the instruments used are described as the following:

8.1 Rotating speed shall be measured using tachometer or electronic revolution counter.

8.2 Brake horsepower shall be calculated from the dynamometer torque and rotating speed, using proper dynamometer constant. For calibrated motors, the kW input to the motor is converted to horsepower with motor calibration data.

8.3 Flow rate shall be measured with Venturi meter or magnetic flow meter. If Venturi meter is used, lines to the read-out devices shall be filled with water and purged of air.

8.4 Discharge pressure shall be measured with a calibrated pressure gage, manometer or pressure transducer. The line to the gage shall be filled with water and purged of air.

8.5 Suction pressure or lift shall be measured with manometer or compound gage. The line to the manometer or compound gage shall be filled with either air or water. Different data reduction methods shall be used for either air or water.

8.6 Supplemental data as required:
a) Water temperature
b) Air temperature
c) Barometric pressure
d) Submergence over suction inlet, gauge elevations and other dimensions e) Elevation of centerline of pressure gauge connections to centerline of gauges. f) Elevation of centerline of pressure gauge to water level. g) Other required information.

9.0 The number of test points shall be determined by the applicable standards or requirements by either the customer or the Engineering Department. Standard hydraulic performance test uses seven points as a minimum.

10.0 A test number shall be assigned after the test is finished.

11.0 Test data shall be processed and saved by the data reduction programs installed in the lab computers. Test curves shall be plotted. The test results shall be printed, documented and distributed per Test Records Documentation Instruction, PPUCIB430406.

12.0 Test results shall be reviewed to verify that all required hydraulic requirements were met.

If all requirements are not met, engineering shall specify appropriate rework or component replacement. The latest Hydraulic Institute Standards will be used as acceptance criteria on all non-fire pump tests. The latest NFPA Standards will be used as acceptance criteria on all fire pump test. The customer may approve any pump test for their application. Customer approval will supersede any other acceptance criteria.

14.D

Project Job Criteria PPU1IB430426 Page 3 of 3
GFS150201 Form for Standard, Version 1.0

5.0 Definitions
N/A

6.0 Records
Refer to Doc and Data Control Master List for record storage, responsibility, and retention etc.

7.0 Changes from last revision
Ver. Version Date Changed By Approved By Description of Change 0 8-1-2003 Initial Release
1 7-6-2005 Lihong Li
Added another sentence to
Instruction 7.0, and changed
responsibility to DuJuan
O’Bryant.
2 6-7-2006 Amy Mahoney;
ISO Manager
Ed Allis;
Chief Engineer
Changed HI Standard year
from 1994 to 2000.
3 7-31-2012 Amy Mahoney;
ISO Manager
Michael Coussens;
Chief Engineer
Removed the year for the
engineering standards.

Changed it to “current
edition” instead.
4 12-19-2012 Amy Mahoney;
ISO Manager
Michael Coussens;
Chief Engineer
Added Uncontrolled
Document note in Footer.
5 4-28-2014 Amy Mahoney;
ISO Manager
Michael Coussens;
Chief Engineer Added ANSI/HI 14.6
6 9-1-2015 Amy Mahoney;
ISO Manager
Michael Coussens;
Chief Engineer
No content changed.

Renumbered for IMS project.

8.0 References

1. Hydraulic Institute, ANSI/HI 1.6, Centrifugal Pump Tests

2. Hydraulic Institute, ANSI/HI 2.6, Vertical Pump Tests

3. Hydraulic Institute, ANSI/HI 14.6, Rotodynamic Pumps for Hydraulic Performance Acceptance Test

4. NFPA 20, Standard for the Installation of Centrifugal Fire Pumps current Edition

5. UL 448 & ULC 448, Pumps for Fire-Protection Service Standard

6. FM Approval Standard Class Number 1311, 1312, 1319, Centrifugal Fire Pumps

7. Shop Tech forms

8. PPUCIB430406, Test Records Documentation Instruction

14.D

TAB 6

14.D

Peerless Pump Company
Vertical Turbine Pumps Open Line Shaft
(OLS)
Installation, Operation and Maintenance
Manual
Serial Number:

Item No.:

PO. No.:
97891917
9927148095-10-A
25259

14.D

TABLE OF CONTENTS
(Click on hyperlinks below)
INTRODUCTION………………………………………………………………… 1
IMPORTANT SAFETY PRECAUTIONS ……………………………………… 2
MATERIALS AND EQUIPMENT REQUIRED………………………………… 3
CHECKING THE WELL OR SUMP……………………………………………. 4
DEVELOPING THE WELL……………………………………………………... 4
BUILDING THE FOUNDATION………………………………………………... 5
Approximate weight of water-filled pump column 5
UNLOADING THE PARTS………………………………………………………………… 8
PREPARING THE PARTS FOR INSTALLATION…………………………………. 9
Preparation of shaft sections 10
Verification of shaft straightness (measuring “run-out”) 10 Preparation of tube sections 11
INSTALLING THE BOWL UNIT…………………………………………………………. 11
INSTALLATION OF SHAFT, ENCLOSING TUBE, AND COLUMN ……… 15 Preferred method 15
Alternate method (when head space is limited) 17
INSTALLATION OF THE DISCHARGE HEAD………………………………. 20
LEVELING THE PUMP…………………………………………………………. 23
GROUTING THE DISCHARGE HEAD/SOLE PLATE………………………. 24
TENSIONING THE TUBE NUT………………………………………………………….. 25
INSTALLING THE VERTICAL HOLLOW SHAFT (VHS) MOTOR…………... 27 INSTALLATION OF LUBRICATION SYSTEM …………………………………….. 31
RECOMMENDED LUBRICANTS ……………………………………………………….. 32
IMPELLER CLEARANCE ADJUSTMENT…………………………………………… 35
Most Efficient Bearing and Impeller Clearances 37
STARTING THE PUMP…………………………………………………………. 40
LONG-TERM STORAGE OF VERTICAL PUMPS………………………...... 41

14.D

1 INTRODUCTION
This manual provides important
information for installing and operating
your Peerless vertical turbine pump. As
you store, handle, and work with the
various components, please keep in mind
that the pipes, shafts, enclosing tubes,
bearings, bowl unit parts, etc. are all
precision-machined items and should be
handled as such. The
straightness of shafts,
the squareness and
flatness of flange faces,
the roundness and
concentricity of register
(rabbet) fits are all
crucial to the proper
assembly and troublefree operation of the
pump.

Take care to follow the detailed
instructions in this manual.

Proper installation, operation, and
maintenance of this pump will contribute
to maximum operating efficiency and
long trouble-free life. Read the
following instructions carefully, with
frequent reference to the assembly
drawing, before
starting the installation.

Then re-read each
section as the work
progresses.

Keep this manual
available at the job site
for handy reference for
operation, service and
maintenance.

14.D

2 IMPORTANT SAFETY PRECAUTIONS
Pump parts, tools, and rigging
equipment used in installing pumps are
heavy and may easily cause personal
injury if dropped or carelessly handled.

The normal precautions and safety rules
associated with the erection of heavy
machinery, use of power equipment,
manual lifting, and handling of tools
must be observed in the installation of
this pump.

Do not work under a heavy
suspended object unless there is a
positive support under it to stop its fall in
event of sling or hoist failure. Disregard
of this warning could result in grave
personal injury.

Before opening the conduit box of
an electric motor, be certain that the
current to the motor is shut off and the
breakers are locked out. An electrical
shock from contact with live motor leads
can be fatal.

The motor canopy (cover) must be
in place when the pump is in operation.

If exposed, rotating parts below this
cover could cause grave personal injury.

Petroleum-based cleaning solvents
are flammable. Smoking by personnel
in the vicinity of these solvents is
extremely hazardous and must not be
permitted. Also, in many areas, the use
of these contaminating and hazardous
solvents is illegal. Consult the local
EPA/Air Quality officials for
instructions.

The pumps described in this manual
should not be installed in any manner
except as specified herein, and must not
be operated at speeds, capacities,
pressures, or temperatures other than
those specified on the order.

These pumps must not be used to
pump any fluid other than those
specified for the order.

Lubricants which can contaminate
the water to be pumped or which are
soluble in water must not be used in
these pumps.

Violation of these warnings will
void the manufacturer's warranty and
may result in serious property damage or
grave personal injury.

14.D

3 MATERIALS AND EQUIPMENT REQUIRED
The materials and equipment necessary for installation will vary with the size of the pump and the type of the installation. The following list is offered as a guide only.

1. Bulk Material
ƒ Pipe thread compound (sealant)
ƒ Lubricating oil
ƒ Grease (see Table 3a on page 32).
ƒ Turbine oil (see Table 3b on page 33).
ƒ Lubricant (see Recommended Lubricants on page 32)
ƒ Petroleum-based solvent (if permissible by local EPA codes) ƒ Non-shrinking grouting material
ƒ Anti-seize or anti-galling compound (for shaft and bolt threads)

2. Rigging Material
ƒ Mobile power hoist or traveling crane
ƒ Box clamps (2 pairs) - for flanged columns
ƒ Slings - wire and nylon; appropriate for equipment being lifted ƒ Eyebolts
ƒ Clevises (shackles) - for use with eye-bolts
ƒ Lumber - sized to support pump shaft sections to maintain straightness and protect threads
ƒ Support beams - size, length and quantity required to use with elevator or box clamps and support the weight of the assembled pump less the driver

3. Hand Tools
ƒ Pipe wrench (minimum of 2) - sizes appropriate to equipment ƒ Chain tongs (minimum of 2) - sizes appropriate to equipment ƒ Pipe cutter or hacksaw
ƒ Clean rags
ƒ Feeler gauges
ƒ Set of mechanic’s hand tools, including: files, scrapers, wire brush, pliers, wire cutters, pocket knife, wrenches
ƒ Dial indicator and mounting base
ƒ Machinist’s level (carpenter’s level not sufficiently accurate)

14.D

4 CHECKING THE WELL OR SUMP
Before any attempt is made to
install the pump, the well or sump
should be carefully checked to determine
that the casing is of the proper diameter,
depth, and straightness.

A suggested method of doing this is
to lower into the well a pipe that is the
same diameter as the bowl unit of the
intended pump and 1½ times the length
of the bowl unit.

If this test pipe can be lowered into
the required depth, it may be assumed
that the sump is suitable for the pump.

Do not install the pump in a well
into which the test pipe cannot be
lowered to the required depth.

DEVELOPING THE WELL
Developing the well and freeing it
from sand is part of the well driller’s job,
and should be done with a test pump
reserved for this service. These
instructions are provided as a guideline
only.

If a test pump is not available and
there is no alternative except to use
the new pump, raise the impellers at
least 3/16 inch above their normal
running position. (See Impeller
Clearances on pps. 35-39). Once
started, the pump must not be stopped
until the water is free of sand.

Despite these precautions, the pump
may still be damaged by water-borne
abrasives.

If, for any reason, the pump is
stopped while pumping water containing
sand, the pump may become “sandlocked”. Sand-locking is the condition that occurs when the clearances between
the impellers and bowls are packed with
sand, which settles in the bowl unit after
the pump stops rotating and the water
drains back into the well.

If a sand-locked pump is
restarted, severe damage may result.

If a pump is accidentally stopped
while pumping sandy water, sandlocking may be overcome by the following procedure:

1. As soon as the pump shaft stops
rotating, raise the impellers to their
top position.

2. Alternately raise and lower the
impeller a small amount to loosen
the trapped sand.

3. Rotate the shaft alternately clockwise
and counterclockwise by applying a
wrench to the drive coupling. This
too has the effect of loosening the
sand, permitting it to fall back into
the well.

4. If a separate water supply is
available, flush the pump with clear
water.

If all attempts to free the impellers
fail, it will be necessary to pull the
pump. The obstruction can then be
cleared by back-flushing, or, if necessary, by disassembling the bowl unit.

14.D

5 BUILDING THE FOUNDATION
It is strongly recommended that a
substantial concrete foundation be built
around the well or sump before the
pump is installed. The original pump
shaft alignment will last only as long as
the foundation supports the pump in a
stable position.

For well installation only:

If the pump discharge head has a
protrusion below the base that is wider
than the well casing, the top of the
casing must be far enough below the
foundation surface to clear such a
protrusion. In this case, a dam must be
provided around the well casing to retain
the grout that will later be poured
between the discharge head and the
foundation. If the well casing is wider
than any protrusion of the discharge
head below the base, the casing itself can
be used as a dam for the grout.

The thickness of the foundation
must be adequate for inherent stiffness,
and the ground area sufficient to provide
a stable footing. Minimum thickness and
ground area are determined by two
factors:

1. The firmness of the supporting
earth, considering adverse effects
of rain and flooding.

2. The total weight of the complete
pumping unit when full of water.

Total load on foundation =
Weight of all parts + Weight of
water in column. Table 1,
below, may be used for reference
in figuring the size of the
foundation. See the construction
drawing for weights of all pump
components.

Table 1. Approximate Weight of
Water-Filled Pump Column (lbs.)
Nom.

Pipe
Size
Schedule
(Wall
Thickness)
Wt. per
Ft. of
Pipe
Wt. of
Water
per Ft.
of Pipe
Total
Wt.
per
Ft.*
3 40 7.58 3.0 10.6
4 40 10.79 5.0 15.8
5 40 14.62 8.0 22.6
6 40 18.97 12.0 31.0
8 30 24.70 20.0 44.7
10 (.279) 34.24 23.0 57.2
12 30 43.77 48.0 91.8
14 30 54.57 57.0 111.6
16 30 62.58 76.0 138.6
18 (.375) 82.06 97.0 179.1
20 20 104.13 120.0 224.1
24 20 125.49 177.0 302.5
* Multiply the appropriate figure by the total
length of the column, and add the weight of
the shafting, discharge head and the driver
to obtain the total load on the foundation.

Note: Also refer to Table 2 on page
25 for weight of enclosing tube to add
into the equation.

14.D

6 The pump must be installed on a
foundation rigid enough to support the
entire weight of the pump plus the
weight of the fluid contained in it.

Weight data for the pump is given in the
assembly drawing. Weak foundations or
foundations spread on unstable ground
can cause misalignment, vibration, and
even total foundation failure.

Foundation bolts must be provided to
firmly anchor the pump to its
foundation.

Dimensions for the location and size of
the foundation bolts may be obtained
from the assembly drawing.

It is recommended that a template
be made for accurately locating the
foundation bolts. See the construction
drawing for the correct placement of the
anchor bolts.

Figure 1a. Typical
foundation detail
(no sole plate).

Figure 1b. Typical
foundation detail
(with sole plate).

14.D

7 A barrier or frame to retain the grout
which will be later poured between the
pump base and the foundation must be
provided around the hole for the pump
column.

Some pumps are provided with a
sole plate that fits between the discharge
head and the foundation. In this case, the
foundation bolts must align with the
holes in the sole plate rather than those
in the discharge head. The sole plate is
normally installed with the pump, but
you may choose to install it beforehand.

Whether the sole plate is installed
prior to the pump installation or at the
same time, the discharge head must be
attached to the sole plate. Inspect the
bottom of the discharge head to verify
that it has been machined over its entire
surface and that it is clean and free of
burrs and nicks. The machined surface
of the sole plate is installed against the
machined surface of the discharge head.

Failure to have each component's
surface machined will result in excessive
vibration.

Follow the instructions on page 23
for leveling and page 24 for grouting.

After the grout is cured (a minimum of
48 hours), the discharge head may be
removed to start the pump installation.

Peerless Pump does not recommend
installation of the sole plate without the
discharge head; however, if there is no
choice except to install the sole plate
alone, use the machined surface at the
top of the sole plate (the discharge
mounting surface) for leveling. Due to
manufacturing tolerances, the levelness
of the assembled pump may vary from
that of the sole plate.

Be sure to position the foundation
and locate the foundation bolts so that
the discharge head will be in accurate
alignment with the discharge piping.

14.D

8 UNLOADING THE PARTS
For a relatively short pump, it may
be convenient to install the column and
shaft sections directly from the
transporting vehicle. This might be true,
for example, of a pump whose overall
length is 25 feet or less.

For pumps that will be installed in a
vertical position, all the parts should be
located close to the location where the
pump will be installed. Clear a large area
around the well or sump as a working
space for laying out the pump parts to
prepare them for installation. Arrange
timbers parallel on the ground in the
cleared area to support the pump column
and shafts.

Prior to installation, take inventory
of the shipment to insure that the parts
received match the list of parts on your
order. If the shaft sections were shipped
crated, one end of the crate may be
opened for a count. Leave the rest of the
crate intact to protect the shaft sections
during unloading.

It is strongly recommended that the
pump parts that are too heavy to be lifted
by hand be lifted from the transporting
vehicle with a suitable hoist. If this is
impossible, they may be unloaded by
slowly and CAREFULLY skidding
them down an incline. Lifting chains or
cables must not be allowed to contact
machined surfaces. If the shaft sections
were shipped crated, they should be
unloaded from the vehicle in the crate
and not be uncrated until ready for
installation.

Parts which are provided with lifting
lugs, lifting ears, or eye bolts must be
lifted by these points only.

Column, tube, and shaft sections
must be handled with extreme care.

These parts are machined to achieve
precision alignment. If dropped, bent,
or otherwise mistreated, misalignment
and pump malfunction will occur.

Shafts are especially sensitive to
abuse. Bent or dropped shafts must
not be used; they are certain to cause
pump failure.

Certain extra-long, relatively smalldiameter bowl units are shipped attached to skids bearing this special notation:

CAUTION-DO NOT REMOVE THIS

PROTECTIVE SKID UNTIL THE

BOWL UNIT IS IN A VERTICAL

POSITION, READY TO BE

INSTALLED IN THE WELL OR
SUMP. RETAIN THIS SKID FOR USE

WHEN REMOVING THE BOWL
UNIT FROM THE WELL OR SUMP.

Detach basket strainer from suction
manifold prior to lifting the pump
assembly. This action will prevent
damage to the strainer, ensuring the
mesh device is not used as a pivot point
during lifting. It is very important that
this precaution be observed in handling
these units.

14.D

9 PREPARING THE PARTS FOR INSTALLATION
All of the pump parts were carefully
inspected before leaving the factory, but
may have become soiled or damaged in
shipping and handling. Therefore, all
parts must be inspected by the installer
to verify that they are clean and
undamaged before installing them.

Check all column, tube, and shaft
sections to ensure that they have not
been bent, and that machined surfaces
are not marred in any way, especially the
mating surfaces and threads. A
procedure for testing shaft straightness is
specified on the following page.

If the shaft sections were shipped
crated, they should be removed from the
crate at this time. The top shaft section
can be identified by the keyseat and
extra long threaded section at the upper
end. Some pumps have a short shaft
section just below the top shaft section,
which is called the head shaft (or
“second top shaft”). The shaft ends may
be threaded to engage in a threaded
coupling, or they may have a keyway
(keyseat) and ring groove (annular
keyway) for a split-ring coupling.

Lay the shaft sections across the
parallel timbers previously placed on the
ground.

Do not step or walk on the shafts.

Do not place other parts or equipment
on the shafts. Use appropriate solvent
to wash off any protective coating from
the shaft sections, and wipe thoroughly
clean and dry. Clean the shaft coupling
threads using a wire brush and solvent,
cover both ends, and store couplings in a
clean place until ready for use.

Unless the pump is a short setting
unit and was shipped from the factory
pre-assembled, ALL installation and
assembly must be done vertically. If the
unit was shipped assembled from the
factory, check all pump, tube (if
applicable) and column joints for
tightness with the pump in the vertical
position and with its weight borne by
support clamps around the well or sump
opening.

Do not attempt to assemble the
bowl, column, enclosing tube, shaft, and
discharge head horizontally on the
ground before installation. Horizontal
assembly risks damage to the shaft
sections, tubing, and possibly the
column pipe. Bending of any of these
components will cause malfunction of
the pump.

The well or sump must be
thoroughly cleaned of dirt, debris and
contaminants before installing the pump.

After the installation, the well or sump
should again be inspected for foreign
matter, and cleaned if necessary. If it is
suspected that the fluid will contain
sizable solid particles or that foreign
objects may enter the sump or well, a
suction strainer should be installed with
the pump and cleaned periodically.

Your Peerless Pump dealer will be glad
to advise you on the need for a suction
strainer. Dirt, sand, etc. in the sump or
well will cause premature wear on the
critical pump internal surfaces, resulting
in reduced pump performance.

14.D

10 Preparation of shaft sections:

Before beginning the installation of
the shaft sections, inspect them for
straightness: verify that they have not
been bent in shipping or handling. Set a
pair of rollers or vee-blocks on a firm
base next to the pump site to support one
shaft section as shown in Fig. 2.

Provide a solid mounting for a dial
indicator at the points labeled 1, 2, and 3
in Fig. 2. Place a shaft on the rollers or
vee-blocks and rotate it slowly by hand
while checking the eccentricity (run-out)
at points 1, 2 and 3.

Check all of the shaft sections in
this manner. Do not use any shaft
section that exceeds the limits given in
Fig. 2. Rejected shaft sections may be
straightened.

All re-straightened shaft sections
must have a cleanup cut machined on
both ends. Re-straightened shaft
sections must be rechecked for
eccentricity.

Larger shafts and shafts for nonthreaded (split-ring) couplings may have an internal threaded section on one end;
this end goes up. In a flanged column
pump, the intermediate column sections
have identical ends; either end may be
upward. However, the top and bottom
sections may not have identical ends.

Refer to the assembly drawing for the
proper orientation.

The preferred method is to install
the shaft and couple it, then install the
tube and column over the shaft--
provided that head room permits. If
head room is limited, insert the shaft and
tube sections into the column sections so
that the shaft extends about a foot above
the top end of the column. This will
make it convenient for tying later.

When inserting the shaft and tube
sections into the column sections, take
care not to bend the shaft or damage
the threads.

Figure 2. Verification of shaft straightness.

14.D

11 Preparation of tube sections:

Prior to assembling the tube
sections, inspect the tube faces to ensure
that they are free of nicks or burrs. Any
flaws on the tube end faces must be
removed prior to assembly, to ensure
proper mating of tube surfaces.

The tube sections are coupled by
tube bearings. Lubricate tube bearing
threads. Assemble the tube bearing onto
one tube, threading it in one-half of its
total length. Tube sections are furnished
in two different lengths: ten feet and
twenty feet. The ten-foot sections are
actually two five-foot sections, internally
threaded and coupled by an externally
threaded tube bearing; likewise, the
twenty-foot sections consist of four
coupled five-foot sections (see Fig. 3).

The top tube section is different and
may be identified by the external thread
at the upper end. It may be one piece or
coupled by means of a threaded tube
bearing to a “second top tube”
combining for a length that may be
different than the standard section
lengths. The tube section just below the
top tube is shorter than standard—
usually 3′4″. The top column section is
never fitted with a coupling, since the
upper end screws directly into the
discharge head or into a special flange.

While the bowl assembly is still in a
horizontal position, push the shaft down
as far as it will go and measure the
distance from the top bowl flange to the
top of the shaft. The normal
measurement is 20″. The distance from
that same flange to the top of the tube
adaptor face should be 10″. This
dimension is frequently referred to as
“10/20 stickup”.

If the dimensions on the bowl
assembly are different than those stated
above, do not proceed with installation;
contact a Peerless Pump representative
as there may be special instructions for
your bowl assembly.

Having recorded the first
measurement, now pull the shaft toward
you (or up) as far as you can and take a
second measurement. The difference
between the first and second
measurements is the total axial
movement of the impeller. This
clearance is normally ½″ ± ⅛″ (see
Table 4 on pages 37-39 for specific
dimensions).

Figure 3. Sectional view through
enclosed lineshaft column.

14.D

12 Inspect the top bowl and/or
discharge manifold to determine if the
bypass ports are open or plugged. In
some cases, it may be necessary to
unbolt the top bowl/discharge manifold
from the bowl assembly and remove it
from the shaft, in order to determine
whether the bypass ports are open or
closed. An open bypass port can be
verified by sticking a welding rod from
the outside of the bowl inward, making
sure that it comes out in the area where
the shaft rotates, and is not blocked by a
bearing that has been installed over the
area of the bypass port.

If the lineshaft bearings are to be
oil-lubricated, the bypass ports must be
open. If the lineshaft bearings are to be
water-flushed, the bypass ports must be
closed.

Remove the shaft coupling and
upper tube bearing from the pump bowl
unit. Do not plug the ports with any solid
material.

For oil-lubricated pumps, fill the oil
groove in the lower tube bearing with a
medium-weight water proof grease. A
list of recommended greases is given in
Table 3a on page 32. If the bearing has a
longitudinal hole parallel to the bore,
plug that with grease also. Pack the top
bearing adaptor tube approximately halffull with the same grease. This will prevent loss of lubricating oil into the
well or sump and entry of pumping
liquid into the enclosing tube. Replace
the bearing and the coupling.

If the tube bearings are to be fresh
water lubricated, (refer to the assembly
drawing), there is no special preparation
before installation, except to be certain
that the bearings AND the inside
enclosing tubing are clean and free of
any dirt or debris. Do not put any other
lubricants in the bearings or tubing.

Check the total length of the pump
bowl unit, suction pipe, and strainer (if
furnished) to see whether the hoist
clearance is sufficient to handle these
assembled parts as a unit. If the
clearance is sufficient, assemble the
strainer to the suction pipe and the
suction pipe to the bowl unit. Lay this
assembly across the timbers, close to the
sump, ready for installation.

When head room is limited,
assemble all the standard shaft, tube, and
column sections. Insert one of the shaft
sections through the bearings in one of
the tube sections. Next, insert the
assembled shaft and tube through a
column section, with the tube bearing at
the same end as the column coupling (or
flange). This end is the upper end.

Arrange the shaft, tube, and column
sections so that the lower end of the
shaft protrudes about a foot beyond the
lower end of the tube, and the lower end
of the tube protrudes about a foot
beyond the lower end of the column.

This will make them convenient for
tying later. When inserting the shaft
and tube sections into the column
sections, take care not to bend the shaft,
damage the threads, or scrape the
bearings. Assemble all of the standard
column, tube, and shaft sections—except
the top section—in this manner and
arrange them on parallel timbers, next to
the bowl unit, with the coupling ends
nearest to the well or sump.

Do not insert the top shaft section
into the top tube and column sections at
this time. Before proceeding with the
actual installation, check to see that all
the pump parts and equipment have been
prepared according to the directions
given in this section (pp. 9-12).

14.D

13 INSTALLING THE BOWL UNIT
Place two eyebolts diametrically
opposite in the upper flange of the bowl
unit. Attach a sling to the eyebolts,
using suitable shackles, and pass the
looped end of the sling over the hoist
hook (see Fig. 4). Lift the bowl unit in
such a way so that it is not dragged or
bumped in order to prevent damage to
any part of the pump. While the bowl is
in the vertical position, install the
strainer, if provided.

Fasten a box-type clamp or elevator
clamp to the bowl unit, just below the
upper flange (see Fig. 5).

Never attempt to handle or lift the
bowl unit by the shaft protruding
from the upper end. This could result
in bending of the shaft.

Figure 4. Proper method of lifting
pump bowl assembly.

Figure 5. Typical ELS bowl assembly.

14.D

14 Lower the bowl assembly until it
rests securely on the support beams (see
Fig. 6).

Place over the top of the bowl unit a
specially made wood or metal apron that
covers the opening and fits closely
around the impeller shaft. Wrap a clean
rag tightly around the shaft, over the
apron (see Fig. 7). This will prevent
entry of foreign matter into the bowl
unit.

Take care not to drop tools, screws,
nuts, or any other foreign objects into
the bowl unit or sump. Such an object
could impair pump performance or
ruin the impellers. If passed by the
pump into the discharge piping, a
solid object could cause serious
damage to downstream components.

Any foreign object dropped into the
pump column must be retrieved
before proceeding with the pump
installation.

If any foreign object is dropped into
the sump, it must be retrieved prior to
starting the pump.

Figure 7. Protect the top of the bowl
assembly to prevent the entry of foreign
objects.

Figure 6. Bowl unit supported over well
or sump by a box-type clamp.

14.D

15 INSTALLATION OF SHAFT, ENCLOSING TUBE, AND COLUMN
Preferred method:

Head room permitting, lift the
appropriate-length shaft into a vertical
and plumb position. Check shaft threads
for any foreign materials or damage, and
clean threads with a wire brush and
solvent as required.

Shaft threads are left-hand, and
must be clean and de-burred!
Coat the shaft face and threads with
anti-seize compound. Check the shaft
coupling for any damage or foreign
material, and clean if necessary.

Screw coupling onto shaft for half
its distance. Approximately 1½ shaft
threads will be visible when coupling is
in half-way position. Another check for
correct positioning of the coupling on
the shaft is to insert a fine wire into the
drilled hole in the center of the coupling.

Visually inspect the shaft threads
and face of the mating shaft. Coat them
with anti-seize compound.

Lower the shaft and coupling onto
the lower (bowl unit) shaft. Manually
screw coupling until tight. If resistance
is encountered, remove the coupling and
shaft, and inspect the threads at both the
coupling and shaft to determine the
problem. Because the threads of the
shaft and coupling are straight (not
tapered), you should be able to tighten
them by hand until the two faces mate.

Check the tightness of the mating by
using two pipe wrenches as shown in
Fig. 8.

No noticeable movement should
occur when the pipe wrenches are used
to check the tightness of the handmating. If movement is noticed, it would be an indication that foreign material has
gotten between the faces of the two
shafts and, by using the wrenches, you
are causing movement by compressing
the foreign material. This is not
acceptable: the shafts should be
disassembled, the foreign material
removed, and any scoring on the shaft
faces should be corrected.

Check to make sure that the threads
on the first enclosing tube section are
clean and free of damage. Lift the fivefoot tube section over the shaft and lower it onto the upper tube adaptor
bearing.

Using two large pipe wrenches or
chain wrenches, tighten the five-foot
tube section against the tube adaptor (see
Fig. 9). Note that subsequent
tube/bearing assemblies will be
completed horizontally (before hoisting
the sections).

Figure 8. Making a shaft joint. Note the
clean rag and wooden apron protecting
bowl unit and tube bearing.

14.D

16 Fill the first five-foot section with
the same heavy-weight oil that was
installed on the tube adaptor. This oil,
being more viscous than the turbine oil
that will used from this point forward,
will act as a barrier to prevent the
lighter-weight turbine oil from leaking
out through the bypass ports. At the
same time, as the pump is lowered into
the sump, this will help prevent the
water in the sump from entering the
enclosing tube through the open bypass
ports.

Install the tube bearing into the
section five-foot tube section, screwing
coupling halfway in. Lower the
tube/bearing assembly over the shaft
onto the tube bearing of the first fivefoot section and tighten.

Connect a dragline to the lower end
of the column flange, to be used in
guiding and aligning the column over the
shaft (see Fig. 10).

The use of the dragline will prevent
accidental bumping of the shaft by the
column that could bend the shaft.

If gaskets or O-rings are used
between the flange joints, install the
appropriate gasket/O-ring on the bowl
flange.

Lift the first column section (usually
tapered) over the shaft, and then lower it
onto the top bowl/discharge manifold
flange. After ensuring that the two
flanges are properly registered, install
fasteners and tighten in an alternating
pattern.

At this time perform another
measurement check from the column
flange to the top of the enclosing tube
and to the face of the lineshaft; these
dimensions should be 10 and 20 inches,
respectively. If your measurements
differ from the standard 10/20 stickup,
do not proceed until you are able to
determine why you do not have a 10/20
stickup. Consult Table 4 on pps. 37-39
for precise dimensions for your pump.

Prior to installing the second
lineshaft, pour turbine oil down the
enclosing tube before installing the tube
bearing. After the enclosing tube is filled
with oil, screw the tube bearing into the
enclosing tube.

Figure 10. Hoisting column section.

Figure 9. Making a tube joint.

14.D

17 Install shaft coupling to next shaft
section as directed above. Assemble the
next two five-foot sections of enclosing
tube with a tube bearing connecting
them. Tighten the two five-foot sections
of inner column horizontally and install
over the shaft, being careful not to bump
or damage the shaft.

Continue installation of remaining
sections, filling each enclosing tube
section with turbine oil prior to
installation of the next section.

Alternate method of installation of shaft and column in places where head room is limited:

Move the first column section (shaft
and tube sections inside) into position
for hoisting, and fasten an elevator
clamp to the upper end, just below the
flange. Attach the sling to the clamp and
to the hoist hook as before.

Fasten the shaft section to the
column section by tying with a suitable
rope (a “tail rope”). Tie one end of the
tail rope to the hoist hook using a clove
or timber hitch.

With the same rope, take a double
half-hitch around the upper end of the
shaft in the threaded area, pass the rope
through the inside of the column section,
and take a reverse double half hitch near
the bottom of the shaft section, in the
threaded area (see Fig. 11).

When hoisting the column section,
the lower end should be guided by a
dragline that is pulled by the hoist (see
Fig. 10).

Tension must be maintained on
the tail rope while hoisting, to prevent
the shaft and tube sections from
slipping out.

Figure 11. Preparing to lift column
section with shaft and tube sections
inside (the type of hoisting clamp will
differ on pumps with flanged column).

14.D

18 Hoist the column section over the
pump. Take care not to let the column,
tube, or shaft sections drag or bump
against any object.

If the shaft is damaged or bent, it
must be repaired or replaced before it is
installed in the pump.

Position the column/tube/shaft
assembly vertically over the bowl unit.

Do not work under a heavy
suspended object unless there is a
positive support under it to stop its
fall in the event of sling or hoist
failure. Disregard of this warning
could result in grave personal injury.

Wipe the bowl unit upper flange and
column lower flange with a clean rag.

Clean off any nicks or burrs. Place a
gasket or O-ring on top of the bowl unit
flange, or if gaskets or O-rings are not
required, coat both flanges with sealant,
taking care that no loose brush bristles
are left on the coated surfaces.

Carefully lower the column section
until the lower end of the shaft section
stabs into the coupling, resting squarely
on the impeller shaft coupling. Untie the
tail rope from the shaft section. Clean
the shaft section threads and lubricate
them. Start the shaft section into the
coupling by hand. Clean threads will
allow the shaft to screw in all the way by
hand. Then use a pair of pipe wrenches
to screw the joint tight, butting the
bottom of the shaft section firmly against
the top of the impeller shaft (see Fig. 8).

Shaft threads are left-hand, and
must be clean and de-burred!
File smooth any burrs which may have
been raised on the shaft section, and
wipe off metal chips with a clean rag.

Remove the apron and rag that had been
protecting the top of the bowl unit.

Carefully lower the column section
until the lower end of the tube rests
squarely on the bearing. Untie the tail
rope or remove the clamp. Clean the
threads on the outside of the bearing and
lubricate them with engine oil.

Start the tube section thread over the
bearing thread by hand; then use a pair
of pipe wrenches or chain tongs to screw
the joint tight, butting the end of the tube
firmly against the upper end of the top
bearing adaptor (see Fig. 9).

Clean the threads at the lower end of
the column section and lubricate them
with thread compound or engine oil.

Lower the column section and engage it
with the coupling by hand. Continue
tightening joint using a pair of pipe
wrenches or chain tongs, until the end of
the column section is butted tightly
against the tube adaptor on top of the
bowl unit.

Engage the two flanges, and install
bolts in all the holes not obstructed by
the box clamp (see Fig. 12).

Figure 12. Bolting column section flanges.

14.D

19 Tighten the bolts gradually in
diametrically opposite pairs until all are
uniformly snug but not fully tightened
yet. Raise the entire unit a few inches
and remove the box clamp. Install
remaining bolts in the mated flanges,
tightening gradually and uniformly as
before. Tighten all bolts at this time.

Place the protective apron over the
top of the column flange and around the
protruding tube. Wrap a clean rag tightly
around the shaft, over the bearing.

Install the remaining standardlength column, tube, and shaft sections in the same manner. When each new
shaft section is suspended over the
pump, ready to be installed, clean and
lubricate the thread at the upper end of
the shaft section already in the pump.

Attach a coupling to the lubricated
thread, screwing it on for one-half its
length. A fine wire inserted in the drilled
hole at the center of the coupling can be
used as a gauge to determine when the
coupling is correctly positioned. Be sure
to remove the wire after installing the
coupling.

For pumps having a head shaft
(“second top shaft”) just below the top
shaft, install it with the top column
section; the top shaft will be installed
after the driver. When the column
section has been bolted into place,
replace the box clamp under the newly
made flange joint and allow the unit to
rest on the clamp. Do not lower the top
column section into the sump yet to
facilitate installation of the discharge
head. Remove eyebolts and sling.

If, for any reason, the site is left unattended before the installation is complete, all openings must be covered to prevent entry of children, animals, stones, or any other foreign objects, either by accident or by vandalism. Use unbreakable covers that cannot be removed without
tools. Violation of this warning could result in severe property damage or grave personal injury.

14.D

20 INSTALLATION OF THE DISCHARGE HEAD
With the pump and all the standardlength column and shaft sections installed in the well or sump, the next
step is to prepare the discharge head and
top column section for installation.

Exceeding the load limitations of
the hoist may result in failure of the
discharge head, serious damage to
other parts of the pump, and grave
injury to nearby personnel. Refer to
the construction drawing for weights
of pump components.

The size designation of the
discharge head is given in raised
numbers cast on the side or top of the
mounting plate.

The discharge head may be shipped
from the factory without the driver
assembled to it. Place the discharge head
on a clean work surface near the sump.

If the discharge head has become soiled
in shipping and handling, clean it
thoroughly, inside and outside.

If a sole plate is to be used and has
not yet been installed and grouted, check
the mounting surface at the top of the
sole plate for possible damage or debris.

Remove any burrs and clean the surface
thoroughly. If the sole plate has been
painted, remove the paint from both the
machined and the non-machined sides.

Mount the discharge head on the
machined side of the sole plate, and
fasten it with the bolts or cap screws
provided.

When the discharge outlet of the
pump is a plain pipe (no threads or
flange) and a flexible discharge coupling
is to be used, the parts of the coupling
must be installed on the pump outlet
and/or discharge piping before locating
the discharge head in its final position.

The top tube section consists of
three distinct pieces of tubing coupled by
means of two shaft bearings. The lower
tube is a standard 5′ length; the middle
tube is similar to a standard tube except
for its length, 3′4″. The upper tube can
be identified by the external thread at the
top end. The two lower pieces should be
butted tightly together, but the upper
piece should be left loose enough to be
removed easily.

Carefully measure the overall length
of the assembled top tube section,
deducting an amount for the looseness of
the top piece, if necessary. In most
installations, it will be necessary to cut
the top tube section to suit the job. The
measurements described below will be
used to determine the amount (if any) to
be cut off.

Lay a straight edge across the top of
the last installed standard tube section
(not including the bearing), and measure
its “stick-up”) above the top of the
column section (see Fig. 13). This
measurement should be approximately
10 inches. Add the actual measurement
to the overall length of the three-piece
top tube assembly.

Next, measure the distance from the
upper surface of the top column flange
to the lower end of the top column
section. Add this measurement to the
dimension measured in the previous
paragraph: the total length of the top
tube assembly and the stick-up should
not exceed the sum of your
measurements by more than ½″. If the
difference is greater than ½″, the upper
end of the top tube section must be cut
off to keep within the ½″ limit.

14.D

21 Remove the upper piece of the top
tube assembly and cut off the necessary
amount of tube. Do this on a convenient
workstand away from the pump. File the
cut smooth, and file the thread at the
new end so it will engage easily. Clean
the tube thoroughly, inside and outside,
then screw it back in place and tighten it
securely.

Install the top shaft (or head shaft)
and the top column section in the same
manner as for the standard sections. DO

NOT LOWER THE TOP COLUMN

SECTION INTO THE SUMP AT THIS
TIME.

When lowering the top column
section over the top shaft (or head
shaft), take care not to bump or
scrape the shaft. This could bend the
shaft and/or damage the shaft threads.

Install eyebolts in two of the driver
mounting holes on the top of the
discharge head. For proper balance, use
the hole over the discharge opening and
the hole diametrically opposite. Attach
the sling to the eyebolts and hoist the
discharge head over the pump (the lifting
ears are NOT used to lift the discharge
head when not attached to the pump
because the discharge head is heavier on
the discharge side and would tip).

Figure 13. Illustration of tube section
“stick-up”.

14.D

22 Very large discharge heads that are
too heavy to lift by the driver mounting
holes may be lifted via slings through
the hand holes, or by passing a bar
through the hand holes (see Figs. 14 and
15).

If gaskets or O-ring are furnished,
place one on the upper flange of the top
column section. If gaskets or O-rings
are not required, coat the mating
surfaces of the column flange and the
discharge head flange with flange
sealant.

Lower the discharge head slowly,
centering the shaft in the discharge head
so that there will no bumping or scraping
as the shaft enters and passes through the
hole. Continue to lower the discharge
head until the studs enter the holes in the
flange of the top column section and the
discharge head is correctly seated in
place. Install the nuts on the studs,
tightening them gradually and
uniformly. Raise the entire unit a few
inches and remove the box clamp. Figure 14. Lifting large discharge heads using slings.

Figure 15. Lifting large discharge head
using bar.