AGENDA
DELANO CITY COUNCIL
REGULAR MEETING June 21, 2022
DELANO CITY HALL, 1015 – 11th Avenue 5:30 P.M.
TO PARTICIPATE PLEASE FOLLOW THESE INSTRUCTIONS AT THE TIME OF THE MEETING AS FOLLOWS:
Click on link or log on to www.zoom.com and enter the webinar ID & passcode as follows:
https://us02web.zoom.us/j/81383183104?pwd=dTFOUmdTbHNJMW4zQ1YvVVJFci9HQT09 Webinar ID: 813 8318 3104
Passcode: 711545
CALL TO ORDER
INVOCATION
FLAG SALUTE
ROLL CALL
PRESENTATIONS AND AWARDS
Featured Pet – Harvey
Featured Business – Delano Association for the Developmentally Disabled (DADD) Retirement recognition for Officer Raymond Sanchez
Presentation by The Center for Sexuality & Gender Diversity: How to create an inclusive community (Anne-Natasha Pinckney)
Presentation by Delano Mosquito Abatement District (Jay Thao) PUBLIC COMMENT: The public may address the Council on items which do not appear on the agenda. The Council cannot respond nor take action on items that do not appear on the agenda but may refer the item to staff for further study or for placement on a future agenda. Comments are limited to 3 minutes for each person and 15 minutes on each subject. Please state your name and address for the record.
CONSENT AGENDA: The Consent Agenda consists of items that in staff’s opinion are routine and non-controversial. These items are approved in one motion unless a Councilmember or member of the public removes a particular item.
1) Authorization to waive the reading of any ordinance in its entirety and consenting to the reading of such ordinances by title only
2) Warrant Register in the amount of $2,582,190.49
3) Minutes of regular City Council meeting of June 6, 2022 4) Approval of the acceptance of donation in the amount of $500.00 for City of Delano Senior Center
5) Approval of the acceptance of donation in the amount of $500.00 for City of Delano Senior Center
6) Approval of the acceptance of donation in the amount of $500.00 for City of Delano Recreation Department
7) Approval of the acceptance of donation in the amount of $100.00 for City of Delano Senior Center
CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 5/31/2022 33953 HAL02 HALL LETTER SHOP 2615.00 1 05/18/22 POSTAGE TO MAIL MANDATED 2021 CCR-ANNUAL WATE 73 5301 720 HAL02 Total 2615.00
6/2/2022 33954 4IM01 4IMPRINT, INC 374.76 1 22678746 CONTENDER ATHLETIC SHIRTS/REC 01 5524 610 4IM01 Total 374.76
6/2/2022 33955 ACC43 ACC BUSINESS 872.23 1 221017226 APRIL FIBER INTERNET SVCS/PD 84 5209 140 6/2/2022 33955 ACC43 ACC BUSINESS 872.23 1 221317303 MAY FIBER INTERNET SVCS/PD 84 5209 140 ACC43 Total 1744.46
6/2/2022 33956 ADP01 ADP, INC 48.31 1 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 110 6/2/2022 33956 ADP01 ADP, INC 48.31 2 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5524 120 6/2/2022 33956 ADP01 ADP, INC 48.15 3 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 125 6/2/2022 33956 ADP01 ADP, INC 29.79 4 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 160 6/2/2022 33956 ADP01 ADP, INC 89.54 5 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 170 6/2/2022 33956 ADP01 ADP, INC 1175.63 6 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 200 6/2/2022 33956 ADP01 ADP, INC 28.99 7 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 410 6/2/2022 33956 ADP01 ADP, INC 48.80 8 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5524 420 6/2/2022 33956 ADP01 ADP, INC 16.10 9 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 421 6/2/2022 33956 ADP01 ADP, INC 210.97 10 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 600 6/2/2022 33956 ADP01 ADP, INC 201.31 11 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 610 6/2/2022 33956 ADP01 ADP, INC 80.52 12 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 01 5522 800 6/2/2022 33956 ADP01 ADP, INC 106.61 13 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 11 5522 300 6/2/2022 33956 ADP01 ADP, INC 48.31 14 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 15 5522 680 6/2/2022 33956 ADP01 ADP, INC 6.44 15 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 20 5522 001 6/2/2022 33956 ADP01 ADP, INC 46.22 16 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 71 5522 530 6/2/2022 33956 ADP01 ADP, INC 179.08 17 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 71 5522 540 6/2/2022 33956 ADP01 ADP, INC 162.98 18 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 72 5522 570 6/2/2022 33956 ADP01 ADP, INC 276.35 19 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 73 5522 720 6/2/2022 33956 ADP01 ADP, INC 77.14 20 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 73 5522 740 6/2/2022 33956 ADP01 ADP, INC 16.10 21 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 74 5522 370 6/2/2022 33956 ADP01 ADP, INC 257.67 22 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 75 5522 350 6/2/2022 33956 ADP01 ADP, INC 130.29 23 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 81 5522 900 6/2/2022 33956 ADP01 ADP, INC 16.12 24 606420804 MARCH TO MAY TIMEKEEPING & MAY IN TOUCH CLOCK 84 5522 140 ADP01 Total 3349.73
6/2/2022 33957 ADS00 ADVANCED DATA STORAGE, IN 241.00 1 148745 SHRED MISC CONF DCMNT 05/18 PD 01 5520 200 6/2/2022 33957 ADS00 ADVANCED DATA STORAGE, IN 41.66 1 148751 SHRED MISC CONF DCMNTS 05/18 CITY HALL/CITY M 01 5524 110 1 Agenda Item No. 2
CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 33957 ADS00 ADVANCED DATA STORAGE, IN 23.68 2 148751 SHRED MISC CONF DCMNTS 05/18 CITY HALL/HR 01 5524 120 6/2/2022 33957 ADS00 ADVANCED DATA STORAGE, IN 23.68 3 148751 SHRED MISC CONF DCMNTS 05/18 CITY HALL/FIN 01 5700 170 6/2/2022 33957 ADS00 ADVANCED DATA STORAGE, IN 23.68 4 148751 SHRED MISC CONF DCMNTS 05/18 CITY HALL/UB 73 5700 740 ADS00 Total 353.70
6/2/2022 33958 AFF00 AFFINITY TRUCK CENTER 103.43 1 F13242018 MAINT OPER/FITTINGS/#5406 REFUSE 71 5510 540 6/2/2022 33958 AFF00 AFFINITY TRUCK CENTER 111.84 1 F13242041 MAINT OPER/SWITCH/#5406 REFUSE 71 5510 540 6/2/2022 33958 AFF00 AFFINITY TRUCK CENTER 211.72 1 F13242681 MAINT OPER/SWITCH/#5406 REFUSE 71 5510 540 6/2/2022 33958 AFF00 AFFINITY TRUCK CENTER -111.84 1 F13243074 CR FOR SWITCH/#5406 REFUSE 71 5510 540 6/2/2022 33958 AFF00 AFFINITY TRUCK CENTER 836.53 1 F13243156 MAINT OPER/EXHAUST PIPE/GASKET/#5406 REFUSE 71 5510 540 6/2/2022 33958 AFF00 AFFINITY TRUCK CENTER -737.34 1 F13243216 CR FOR CORE ON PUMP/#54018 REFUSE 71 5510 540 AFF00 Total 414.34
6/2/2022 33959 ALL36 ALL STAR ELITE SPORTS 686.18 1 2873 (53)MVP 3/4 SLEEVE INTERLOCK HERSEYS W/LOGO 01 5617 610 6/2/2022 33959 ALL36 ALL STAR ELITE SPORTS 318.42 1 2899 (53)PORT AUTHORITY YOUTH SNAPBACK TRUCKER CAP 01 5617 610 ALL36 Total 1004.60
6/2/2022 33960 AME50 AMERICAN ASPHALT SOUTH, I 427500.01 1 2022-513 REBID 2021 DELANO MUNICIPAL AIRPORT SLURRY SE 74 3097 004 6/2/2022 33960 AME50 AMERICAN ASPHALT SOUTH, I 221689.62 2 2022-513 REBID 2021 DELANO MUNICIPAL AIRPORT SLURRY SE 12 3080 320 6/2/2022 33960 AME50 AMERICAN ASPHALT SOUTH, I 22500.00 1 2022-514 REBID 2021 DELANO MUNICIPAL AIRPORT SLURRY SE 74 3097 004 6/2/2022 33960 AME50 AMERICAN ASPHALT SOUTH, I 11667.88 2 2022-514 REBID 2021 DELANO MUNICIPAL AIRPORT SLURRY SE 12 3080 320 AME50 Total 683357.51
6/2/2022 33961 APP07 APPLEONE EMPLOYMENT SERVI 709.20 1 6318261 TEMP/C. DEL TORO WE 05/21 UB 73 5522 740 APP07 Total 709.20
6/2/2022 33962 ATT07 AT & T 43.00 1 18158765 PHONE SVCS 04/06-05/05 CORP YARD 73 5203 720 ATT07 Total 43.00
6/2/2022 33963 AUT02 THE AUTO CENTER 70.00 1 10014 MAINT OPER/REAR WINDOW TINT/#704A PARKS 01 5510 600 AUT02 Total 70.00
6/2/2022 33964 AUT10 AUTOZONE COMMERCIAL 14.99 1 152581 MAINT OPER/TORQUE CONVERTER/#131 ANIMAL CONTR 01 5510 204 6/2/2022 33964 AUT10 AUTOZONE COMMERCIAL 368.63 1 157730 MAINT OPER/BRAKE ROTORS/#72038 WTR 73 5510 720 6/2/2022 33964 AUT10 AUTOZONE COMMERCIAL 33.80 1 162702 MAINT OPER/OIL & FILTER/#72063 WTR 73 5510 720 6/2/2022 33964 AUT10 AUTOZONE COMMERCIAL 23.05 1 172234 MAINT OPER/THERMOSTAT/#401 STS 11 5510 300 AUT10 Total 440.47
6/2/2022 33965 AVC01 AVCOM COMPANY 570.00 1 5010422 QTRLY INSPECT & VERIFICATION OF DLO AWOS/AIRPORT 74 5524 370 2 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account AVC01 Total 570.00
6/2/2022 33966 AZB01 A-Z BUS SALES, INC - COLT 238.49 1 01P720208 MAINT OPER/GAS SPRING ROLL STOP/#3520 DART 75 5510 350 6/2/2022 33966 AZB01 A-Z BUS SALES, INC - COLT 90.26 1 01P720469 MAINT OPER/DECALS/#3518 DART 75 5510 350 AZB01 Total 328.75
6/2/2022 33967 BAD07 BADGER METER 477.30 1 80099934 MAY BEACON HOSTING SERVICES 08 90AY 108 BAD07 Total 477.30
6/2/2022 33968 BJC01 B & J COMMUNICATIONS 405.00 1 20656 APRIL TO JAN (3)UNITS ADDED/REFUSE 71 5522 540 6/2/2022 33968 BJC01 B & J COMMUNICATIONS 140.00 1 20697 LABOR/REPAIR AS NEEDED/#5406 REFUSE 71 5510 540 6/2/2022 33968 BJC01 B & J COMMUNICATIONS 70.36 1 20719 PARTS/MICROPHONE/#5406 REFUSE 71 5510 540 6/2/2022 33968 BJC01 B & J COMMUNICATIONS 98.66 1 20721 PARTS & LABOR/FUSE ASSEMBLY/#502 GARAGE 81 5510 900 6/2/2022 33968 BJC01 B & J COMMUNICATIONS 824.81 1 20722 MOBILE RADIO INSTALL/#502 GARAGE 81 5510 900 6/2/2022 33968 BJC01 B & J COMMUNICATIONS 160.00 1 20731 PROGRAM RADIO WITH CHANNEL 3 FOR TRAFFIC CENTER 73 5700 720 BJC01 Total 1698.83
6/2/2022 33969 BLU06 BLUE SHIELD OF CALIFORNIA 120098.90 1 05/25/22 JUNE HEALTH INS. PREMIUM 01 2219 400 BLU06 Total 120098.90
6/2/2022 33970 BOV00 BOVEE ENVIRONMENTAL MANAG 775.00 1 54739 ASBESTOS INSPECTION FOR 726 FREMONT ST 08 92AD 108 BOV00 Total 775.00
6/2/2022 33971 BOW05 BOWMAN ASPHALT, INC 50611.64 1 RETENT RETENTION 2021 ALBANY & CECIL STS PAV 5227(00 40 92AC 411 BOW05 Total 50611.64
6/2/2022 33972 BPR00 BPR SITE SERVICES 50.22 1 43022S APRIL PORTABLE TOILET RENTAL AT GOLF COURSE 05 5700 650 BPR00 Total 50.22
6/2/2022 33973 BRE01 BRENNTAG PACIFIC INC 862.24 1 BPI240375 PURCHASED FERRIC CHLORIDE 73 5712 720 6/2/2022 33973 BRE01 BRENNTAG PACIFIC INC 2446.51 1 BPI241815 PURCHASED SOD HYPO 73 5712 720 6/2/2022 33973 BRE01 BRENNTAG PACIFIC INC 596.16 1 BPI242190 PURCHASED SODIUM HYPOCHLORITE 73 5712 720 6/2/2022 33973 BRE01 BRENNTAG PACIFIC INC 1144.06 1 BPI243098 PURCHASED FERRIC CHLORIDE 73 5712 720 6/2/2022 33973 BRE01 BRENNTAG PACIFIC INC 4715.95 1 BPI243099 PURCHASED SOD HYPO 73 5712 720 BRE01 Total 9764.92
6/2/2022 33974 BRI05 CHARTER COMMUNICATIONS 447.00 1 101050722 APRIL & MAY INTERNET/CABLE SVCS/PD 84 5209 140 6/2/2022 33974 BRI05 CHARTER COMMUNICATIONS 265.88 2 101050722 APRIL & MAY INTERNET/CABLE SVCS/PD 01 5700 200 6/2/2022 33974 BRI05 CHARTER COMMUNICATIONS 1685.00 1 901051222 MAY INTERNET SVCS CITYWIDE 84 5209 140 3 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account BRI05 Total 2397.88
6/2/2022 33975 BRO10 BROUGH CONSTRUCTION, INC 119082.50 1 2002416 2020 WELLS 26, 30, and 33 GAC 1,2,3-TCP REMOV 73 910F 720 BRO10 Total 119082.50
6/2/2022 33976 BSK01 BSK ASSOCIATES 126.00 1 AF12042 MONTHLY BACTI SAMPLING WELLS 22,31,34,39,40 73 5524 720 6/2/2022 33976 BSK01 BSK ASSOCIATES 126.00 1 AF12045 MONTHLY BACTI SAMPLING WELLS 24,25,26,30,20 73 5524 720 6/2/2022 33976 BSK01 BSK ASSOCIATES 288.00 1 AF12046 WEEKLY BACTI SAMPLING VARIOUS LOCATIONS 73 5524 720 6/2/2022 33976 BSK01 BSK ASSOCIATES 112.00 1 AF12154 WEEKLY ARSENIC SAMPLING WELLS 22,24,26,39 73 5524 720 6/2/2022 33976 BSK01 BSK ASSOCIATES 18.00 1 AF12666 WEEKLY BACTI SAMPLING/VARIOUS LOCATIONS 73 5524 720 6/2/2022 33976 BSK01 BSK ASSOCIATES 306.00 1 AF12682 WEEKLY BACTI SAMPLING VARIOUS LOCATIONS 73 5524 720 6/2/2022 33976 BSK01 BSK ASSOCIATES 255.00 1 AF12683 SPECIAL BACTI SAMPLING FOR NEW WATERLINE 73 5524 720 6/2/2022 33976 BSK01 BSK ASSOCIATES 112.00 1 AF12769 WEEKLY ARSENIC SAMPLING WELLS 22,24,26,39 73 5524 720 BSK01 Total 1343.00
6/2/2022 33977 CAL25 CAL-VALLEY EQUIPMENT CO 2766.00 1 1304598 ENVIRONMENTAL TESTING (EMERGENCY REPAIR) 81 5520 900 CAL25 Total 2766.00
6/2/2022 33978 CALG5 CALMAT CO DBA VULCAN MATE 30.00 1 73185488A FINANCE FEES ON ORIGINAL INVOICE 11 88AG 300 6/2/2022 33978 CALG5 CALMAT CO DBA VULCAN MATE 21.34 1 73228622A FINANCE FEES ON ORIGINAL INVOICE 11 88AG 300 CALG5 Total 51.34
6/2/2022 33979 CAN08 CANNON CORPORATION 10238.21 1 79966 2020 WWTP-MELCHER PARALLEL TRUNKLINE PROJECT 72 900S 570 6/2/2022 33979 CAN08 CANNON CORPORATION 19223.68 1 80207 2020 WWTP-MELCHER PARALLEL TRUNKLINE PROJECT 72 900S 570 CAN08 Total 29461.89
6/2/2022 33980 CAR13 CAROLLO ENGINEERS, INC. 592.00 1 FB22822 DESIGN SERVICES FOR THE 2020 CECIL AVENUE SEW 72 880W 570 CAR13 Total 592.00
6/2/2022 33981 CARA5 CARDINAL CODE SOLUTIONS, 23678.05 1 0522B 05/09-21 PROF SVCS/BLNG INSP/AGRMNT 2016-99 01 5524 420 CARA5 Total 23678.05
6/2/2022 33982 CARC5 CARROLL'S TIRE WAREHOUSE 636.31 1 299866 MAINT OPER(4)TIRES/#203 PD 01 5510 200 6/2/2022 33982 CARC5 CARROLL'S TIRE WAREHOUSE 521.65 1 299936 MAINT OPER(1)TIRE/#3535 DART 75 5510 350 CARC5 Total 1157.96
6/2/2022 33983 CEN02 CENTRAL BODY & PAINT 1425.89 1 10419 MAINT OPER/PARTS & LABOR/#D100 PD 01 5510 200 CEN02 Total 1425.89
4 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 33984 CEN10 CENTRAL VALLEY OFFICE SUP 5.07 1 335749 OFFICE SUPPLIES/PUNCH 1-HOLE AIRPORT 74 5300 370 6/2/2022 33984 CEN10 CENTRAL VALLEY OFFICE SUP 263.82 1 335985 OFFICE SUPPLIES/WHITE BOARD & SUPPLIES/REFUSE 71 5300 540 6/2/2022 33984 CEN10 CENTRAL VALLEY OFFICE SUP 62.57 1 336013 OFFICE SUPPLIES/FOLDERS/COPY PAPER/ANIMAL CON 01 5300 204 6/2/2022 33984 CEN10 CENTRAL VALLEY OFFICE SUP 107.11 1 336091 OFFICE SUPPLIES/INK WTR DEPT 73 5300 720 CEN10 Total 438.57
6/2/2022 33985 CEN49 CENTRAL CALIFORNIA POWER 1044.44 1 121679 MAINT OPER/#5403 EMERGENCY REPAIRS 71 5510 540 CEN49 Total 1044.44
6/2/2022 33986 CEN70 CENTRAL SANITARY SUPPLY 391.28 1 1247137 GENERAL CLEANING/JANITORIAL SUPP/ANIMAL CONTR 01 5700 204 6/2/2022 33986 CEN70 CENTRAL SANITARY SUPPLY 981.78 1 1247142 GENERAL SUPPLIES/BLK CAN LINERS/PARKS 01 5700 600 CEN70 Total 1373.06
6/2/2022 33987 CLE20 CLEANCOR LNG, LLC 825.00 1 2108 MONTHLY CNG PREVENTIVE SERVICE & MAINT 81 5520 910 CLE20 Total 825.00
6/2/2022 33988 COA02 COASTLINE EQUIPMENT 100.07 1 903664 MAINT OPER/LOCK PIN/#3001 STS 11 5510 300 6/2/2022 33988 COA02 COASTLINE EQUIPMENT 1547.75 1 908951 700 BLOCK OF GIRARD ST AND INYO ST. 11 900D 300 COA02 Total 1647.82
6/2/2022 33989 COM30 COMTECH21 LLC 20.34 1 221380574 LONG DISTANCE SVCS/CITY MGR 01 5203 110 6/2/2022 33989 COM30 COMTECH21 LLC 10.78 2 221380574 LONG DISTANCE SVCS/FIN 01 5203 170 6/2/2022 33989 COM30 COMTECH21 LLC 14.29 3 221380574 LONG DISTANCE SVCS/REC 01 5203 610 6/2/2022 33989 COM30 COMTECH21 LLC 10.29 4 221380574 LONG DISTANCE SVCS/HR 01 5203 120 6/2/2022 33989 COM30 COMTECH21 LLC 10.29 5 221380574 LONG DISTANCE SVCS/UB 73 5203 740 COM30 Total 65.99
6/2/2022 33990 CON47 CONTRABAND CONTROL SPECIA 129.73 1 10-31017 DOT RANDOM DRUG SCREEN/WTR 73 5524 720 6/2/2022 33990 CON47 CONTRABAND CONTROL SPECIA 129.73 2 10-31017 DOT RANDOM DRUG SCREEN/GARAGE 81 5524 900 CON47 Total 259.46
6/2/2022 33991 COR02 CORBIN-WILLITS SYSTEMS, 2105.87 1 C205151 JUNE ENHANCEMENT AND SERVICE FEES 84 5522 140 COR02 Total 2105.87
6/2/2022 33992 COR41 CORE & MAIN LP 14775.90 1 Q732756 PARTS FOR WATER MAIN REPAIRS AND REPLACEMENT 73 5710 720 6/2/2022 33992 COR41 CORE & MAIN LP 2567.77 1 Q740158 PARTS FOR WATER MAIN REPAIRS AND REPLACEMENT 73 5710 720 6/2/2022 33992 COR41 CORE & MAIN LP 1252.45 1 Q747314 BACK ORDERED PARTS FOR WATER MAIN REPAIRS AND 73 5710 720 6/2/2022 33992 COR41 CORE & MAIN LP 2159.59 1 Q782916 PARTS FOR WATER MAIN REPAIRS AND REPLACEMENT 73 5710 720 COR41 Total 20755.71
5 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 195.80 1 255486 MAINT OPER/INTERCOOLER TUBE/#3523 DART 75 5510 350 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 120.11 1 256026 MAINT OPER/SHOCKS/#3574 WWTP 72 5510 570 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 61.90 1 257883 MAINT OPER/OIL & FILTERS/#D88 PD 01 5510 200 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 136.29 1 258258 MAINT OPER/ALTERNATOR/CORE/#6008 PARKS 01 5510 600 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 17.07 1 258543 MAINT OPER/MICRO-BELT/#D97 PD 01 5510 200 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE -10.83 1 258587 CR FOR CORE ON ALTERNATOR/#6008 PARKS 01 5510 600 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 64.19 1 259709 MAINT OPER/FLEXPLATE/#131 ANIMAL CONTROL 01 5510 204 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 286.73 1 260043 MAINT OPER/BRAKE ROTORS/PADS/#72038 WTR 73 5510 720 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 158.15 1 260689 MAINT OPER/BRAKE SHOES/DRUMS/#60063 PARKS 01 5510 600 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 31.05 1 260875 MAINT OPER/WHEEL CYLINDER/#60063 PARKS 01 5510 600 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 18.84 1 260932 MAINT OPER/FILTER/#3524 DART 75 5510 350 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE -221.37 1 261297 CR FOR BRAKE ROTORS/#72038 WTR 73 5510 720 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 127.04 1 262257 MAINT OPER/WATER PUMP/BELTS/#401 STS 11 5510 300 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 69.18 1 262266 MAINT OPER/OIL & FILTERS/#3539 DART 75 5510 350 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 16.17 1 262273 MAINT OPER/FILTER/#3539 DART 75 5510 350 6/2/2022 33993 CSK01 O'REILLY AUTOMOTIVE STORE 89.24 1 262450 MAINT OPER/OIL & FILTERS/#D84 PD 01 5510 200 CSK01 Total 1159.56
6/2/2022 33994 D&H00 D & H WATER SYSTEMS, INC 312.77 1 120220697 PARTS/DOSING PUMP REPAIR PARTS/WTR 73 5520 720 D&H00 Total 312.77
6/2/2022 33995 DAC01 DACO FARM SUPPLY INC. 17.31 1 344873 MAINT OPER/HEXBIT/#376 REFUSE 71 5510 540 6/2/2022 33995 DAC01 DACO FARM SUPPLY INC. 43.28 1 345640 MAINT OPER/BUSHING/#5407 REFUSE 71 5510 540 6/2/2022 33995 DAC01 DACO FARM SUPPLY INC. 2.05 1 345676 MAINT OPER/FITTING/#5407 REFUSE 71 5510 540 DAC01 Total 62.64
6/2/2022 33996 DEL56 DELANO PROPANE, INC 53.61 1 24456 PROPANE FOR #346 WTR 73 5511 720 6/2/2022 33996 DEL56 DELANO PROPANE, INC 991.86 1 139442 PROPANE FOR DIGESTER HEAT EXCHANGERS/WWTP 72 5239 570 DEL56 Total 1045.47
6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 375.08 1 76412046 QTRLY LEASE 03/15-06/14 PD 01 5302 200 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 125.03 2 76412046 QTRLY LEASE 03/15-06/14 GOV BLDNGS 01 5700 800 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 125.03 3 76412046 QTRLY LEASE 03/15-06/14 PARKS 01 5302 600 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 125.03 4 76412046 QTRLY LEASE 03/15-06/14 REFUSE 71 5302 540 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 726.20 1 76478985 QTRLY 07/01-09/30 LEASE/WWTP 72 5302 570 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 726.20 2 76478985 QTRLY 07/01-09/30 LEASE/REC 01 5302 610 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 90.73 3 76478985 QTRLY 07/01-09/30 LEASE/STS 11 5302 300 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 90.73 4 76478985 QTRLY 07/01-09/30 LEASE/AIRPORT 74 5302 370 6 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 90.73 5 76478985 QTRLY 07/01-09/30 LEASE/ST CLNG 71 5302 530 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 90.73 6 76478985 QTRLY 07/01-09/30 LEASE/REFUSE 71 5302 540 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 90.73 7 76478985 QTRLY 07/01-09/30 LEASE/WTR 73 5302 720 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 90.73 8 76478985 QTRLY 07/01-09/30 LEASE/PARKS 01 5302 600 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 90.73 9 76478985 QTRLY 07/01-09/30 LEASE/GOV BLDNGS 01 5700 800 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 90.74 10 76478985 QTRLY 07/01-09/30 LEASE/GARAGE 81 5302 900 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 726.20 11 76478985 QTRLY 07/01-09/30 LEASE/TRANSIT 75 5302 350 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 726.20 12 76478985 QTRLY 07/01-09/30 LEASE/HR 01 5302 120 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 181.80 13 76478985 QTRLY 07/01-09/30 LEASE/ENG 01 5302 410 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 181.80 14 76478985 QTRLY 07/01-09/30 LEASE/CODE ENF 01 5302 421 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 181.80 15 76478985 QTRLY 07/01-09/30 LEASE/PLANNING 01 5302 125 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 181.80 16 76478985 QTRLY 07/01-09/30 LEASE/BDLNG 01 5302 420 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 726.20 17 76478985 QTRLY 07/01-09/30 LEASE/DETECTIVE 01 5302 200 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 181.55 18 76478985 QTRLY 07/01-09/30 LEASE/CITY MGR 01 5302 110 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 181.55 19 76478985 QTRLY 07/01-09/30 LEASE/CITY CLERK 01 5302 160 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 181.56 20 76478985 QTRLY 07/01-09/30 LEASE/EDD 32 5792 955 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 181.56 21 76478985 QTRLY 07/01-09/30 LEASE/CITY COUNCIL 01 5302 100 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 363.07 22 76478985 QTRLY 07/01-09/30 LEASE/FIN 01 5302 170 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 363.08 23 76478985 QTRLY 07/01-09/30 LEASE/UB 73 5302 740 6/2/2022 33997 DELC2 DE LAGE LANDEN FINANCIAL 1452.43 24 76478985 QTRLY 07/01-09/30 LEASE/PD 01 5302 200 DELC2 Total 8739.02
6/2/2022 33998 DEP01 DEPT. OF TRANSPORTATION 2314.37 1 SL221029 JAN TO MARCH SIGNALS & LIGHTING 11 5201 300 DEP01 Total 2314.37
6/2/2022 33999 DOD02 DOD CONSTRUCTION 25276.53 1 RETENT 2019 ATP3-SRTS INTERSECTION ENHANCEMENT AND 40 900H 411 DOD02 Total 25276.53
6/2/2022 34000 E&M01 E&M ELECTRIC MACHINERY, I 4060.00 1 399832 RENEWAL FOR CUSTOMER SUPPORT AND LICENSING FO 73 5524 720 E&M01 Total 4060.00
6/2/2022 34001 ELE02 ELECTRIC MOTOR WORKS, INC 2250.52 1 108612 REPLACEMENT OF WORN BARSCREEN BRAKE MOTOR 72 5700 570 ELE02 Total 2250.52
6/2/2022 34002 ESC16 SIMON ESCOBAR 100.00 1 05/25/22 TOILET RETROFIT PROGRAM 73 80BA 720 ESC16 Total 100.00
6/2/2022 34003 EVA05 EVAPCO, INC 1350.50 1 66994-IN APRIL TO JUNE PD AC MAINT 01 5700 800 EVA05 Total 1350.50
7 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34004 EWI01 EWING IRRIGATION PRODUCTS 2378.11 1 10144398 KALIBO PARK PUMP 01 5711 600 6/2/2022 34004 EWI01 EWING IRRIGATION PRODUCTS -68.02 1 15847069 CR ON DUPLICATE PAYMENT FOR INV.#15643528 72 5700 570 EWI01 Total 2310.09
6/2/2022 34005 FAS05 FASTENAL COMPANY 735.66 1 105020 COVID-19 SUPPLIES/DISPOSIBLE GLOVES 08 5756 108 6/2/2022 34005 FAS05 FASTENAL COMPANY 482.18 1 105300 MISC AC FILTERS FOR GOV BLDNGS 01 5700 800 6/2/2022 34005 FAS05 FASTENAL COMPANY 59.62 1 105458 GENERAL SUPPLIES FOR FUEL ISLAND/AIRPORT 74 5700 370 FAS05 Total 1277.46
6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 9785.99 1 1701547 PARTS FOR GOLF COURSE PROJ 73 5710 720 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 3479.26 1 1705076 PARTS FOR REPAIRS AT AIRPORT 73 5710 720 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 1151.85 1 1709793 PARTS FOR REPAIRS AT AIRPORT 73 5710 720 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 2165.00 1 1710011 PARTS FOR METER INSTALLATION 73 5710 720 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 6279.85 1 1711117 PURCHASE OF FITTINGS NEEDED TO INSTALL 1,000 08 90AY 108 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 455.60 1 1712006 PARTS FOR METER PROJ EMERGENCY REPAIRS 73 5710 720 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 463.91 1 1712541 PARTS/COUPLINGS 73 5710 720 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 1201.54 1 1714503 PARTS FOR WATER MAIN REPAIRS 73 5710 720 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 12236.58 1 168914310 PURCHASE OF FITTINGS NEEDED TO INSTALL 1,000 08 90AY 108 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 10908.26 1 168914311 PURCHASE OF FITTINGS NEEDED TO INSTALL 1,000 08 90AY 108 6/2/2022 34006 FER06 FERGUSON WATERWORKS #1423 576.43 1 1712006-1 EMERGENCY REPAIRS FOR METER PROJ 73 5710 720 FER06 Total 48704.27
6/2/2022 34007 FER58 MIKE FERNANDEZ 115.00 1 05/23/22 REIMBURSEMENT FOR DMV PHYSICAL RENEWAL 75 5524 350 FER58 Total 115.00
6/2/2022 34008 FRO02 FRONTAL SECURITY 1920.00 1 2408 7 NIGHTS PER WEEK FROM 9:30PM - 5:30AM PATROL 73 5522 720 6/2/2022 34008 FRO02 FRONTAL SECURITY 1920.00 2 2408 7 NIGHTS PER WEEK FROM 9:30PM - 5:30AM PATROL 73 5520 720 6/2/2022 34008 FRO02 FRONTAL SECURITY 1920.00 3 2408 7 NIGHTS PER WEEK FROM 9:30PM - 5:30AM PATROL 72 5522 570 FRO02 Total 5760.00
6/2/2022 34009 GARK7 PEDRO GARCIA 192.69 1 05/23/22 TOILET RETROFIT PROGRAM 73 80BA 720 GARK7 Total 192.69
6/2/2022 34010 GEI06 GEI CONSULTANTS, INC 51.86 1 3109407 SERVICES FOR IRWM PROP 1 ROUND 1 GRANT 01 5528 410 GEI06 Total 51.86
6/2/2022 34011 GLO11 GLOBAL CTI 1126.58 1 156879 JUNE SHIELD ENHANCEMENT-MULTI SITE 84 5522 140 GLO11 Total 1126.58
8 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34012 GOL27 GOLD COAST ELECTRIC, INC. 2998.09 1 1001444 DELANO POLICE STATION (DISPATCH) WORK STATION 01 5700 800 6/2/2022 34012 GOL27 GOLD COAST ELECTRIC, INC. 2402.62 1 1001476 DISPATCH CIRCUITS TO ALL STATIONS 01 5700 800 6/2/2022 34012 GOL27 GOLD COAST ELECTRIC, INC. 913.19 1 1001490 DELANO POLICE STATION (DISPATCH) WORK STATION 01 5700 800 6/2/2022 34012 GOL27 GOLD COAST ELECTRIC, INC. 620.40 1 1001697 DISPATCH ROOM SUB PANEL SERVICE 01 5700 800 GOL27 Total 6934.30
6/2/2022 34013 GONB8 ELENA GONZALEZ 92.69 1 05/10/22 TOILET RETROFIT PROGRAM 73 80BA 720 GONB8 Total 92.69
6/2/2022 34014 GRA01 GRAINGER 4.54 1 931392108 GENERAL SUPPLIES FOR BUFFER REPAIR 01 5700 800 GRA01 Total 4.54
6/2/2022 34015 GRE04 GREG'S PETROLEUM SERVICE, 932.80 1 314355 GEN 2 15W40 55 DRUM OIL/GARAGE 81 5580 900 6/2/2022 34015 GRE04 GREG'S PETROLEUM SERVICE, 1258.04 1 316952 DRIPPER OIL FOR WATER WELLS 73 5520 720 6/2/2022 34015 GRE04 GREG'S PETROLEUM SERVICE, 997.06 1 317192 FUEL FOR PLANT EQUIPMENT/WWTP 72 5700 570 GRE04 Total 3187.90
6/2/2022 34016 HAR14 HARBOR FREIGHT TOOLS 121.16 1 982447 COVID-19 SUPPLIES/LATEX GLOVES 08 5756 108 6/2/2022 34016 HAR14 HARBOR FREIGHT TOOLS 37.88 1 982448 GENERAL SUPPLIES/TOOL BOX ORGANIZER/STS 11 5700 300 HAR14 Total 159.04
6/2/2022 34017 HAR15 HARRINGTON INDUSTRIAL PLA 796.71 1 013C3020 BALLVALVES FOR WATER AND CHEMICAL PIPING 73 5520 720 HAR15 Total 796.71
6/2/2022 34018 HER87 JACOBO HERRERA 100.00 1 05/23/22 TOILET RETROFIT PROGRAM 73 80BA 720 HER87 Total 100.00
6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 108.62 1 25777 GENERAL IRRIGATION SUPPLIES FOR MAINT DIST 20 5711 001 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 176.12 1 25820 GENERAL SUPPLIES/PVC FOR METERS 73 5700 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 85.31 1 25822 PUBLIC INFORMATION SIGN REPAIR GAC PLANT 73 5520 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 160.68 1 25828 REPAIR TOOLS FOR AIRPORT HANGER 01 5700 800 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 31.13 1 33101 GENERAL SUPPLIES FOR HANGER REPAIR AT AIRPORT 01 5700 800 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 532548 COVID-19 DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 542700 COVID-19 SUPPLIES/DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 28.40 1 1020241 JEFFERSON CTR KITCHEN FAUCET INSTALL 01 5700 810 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 70.37 1 1020293 PARTS FOR PUMP INSTALLATION AT KALIBO PARK 01 5711 600 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.28 1 1020305 GROUT BAG FOR CECIL PARK NORTH RESTROOM DOORS 01 5700 600 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 26.90 1 1020323 GENERAL SUPPLIES FOR CIVIC CTR FLOOR REPAIRS 01 5700 810 9 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 89.90 1 1512387 GENERAL SUPPLIES FOR STORAGE SHED/AIRPORT 74 5700 370 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 139.64 1 1512417 GENERAL SUPPLIES/EVERBILT 10X10 CANOPY REFUSE 71 5700 540 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 10.54 1 1513936 GENERAL SUPPLIES FOR #30028 STS 11 5700 300 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 83.21 1 1514394 GENERAL SUPPLIES FOR TRANSIT 75 5700 350 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 0.54 1 1521997 GENERAL SUPPLIES FOR AIRPORT HANGER REPAIRS 01 5700 800 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 23.12 1 2020138 GENERAL SUPPLIES FOR CIVIC CTR FLOOR REPAIRS 01 5700 810 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 32.82 1 2024699 PARTS FOR WATER METER AT AIRPORT 73 5700 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 39.58 1 2513121 GENERAL SUPPLIES/SCREWS & HOOKS 71 5700 540 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 94.84 1 2514283 GENERAL SUPPLIES FOR CIVIC CTR FLOOR REPAIRS 01 5700 810 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 41.09 1 2514299 GENERAL SUPPLIES/LOCKS FOR HR C-TRAIN 71 5700 540 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 12.36 1 2521915 GENERAL SUPPLIES TO MARK SPRINKLERS & VALVES 20 5700 001 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 6.46 1 2533023 GENERAL SUPPLIES/GLUE 71 5700 540 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 72.37 1 3020013 GENERAL SUPPLIES FOR CIVIC CTR FLOOR REPAIRS 01 5700 810 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 37.99 1 3024559 4X4'S FOR METER AT AIRPORT 73 5700 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 64.63 1 3101656 GENERAL SUPPLIES/FLY TRAPS/ANIMAL CONTROL 01 5700 204 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 3514186 COVID-19 SUPPLIES/DRINKING WTR REFUSE 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 43.38 1 3514225 SUPPLIES FOR SIGNAL PULL BOX MAINT 11 88AN 300 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 3514226 COVID-19 SUPPLIES/DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 3520803 COVID-19 DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 10.78 2 3520803 GENERAL SUPPLIES/PAINT 71 5700 540 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 77.57 1 4025473 GENERAL SUPPLIES FOR WWTP MAINT 72 5700 570 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 38.63 1 4026454 SUPPLIES TO REPLACE BURNED OUTLET IN PARKS SH 01 5700 600 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 140.66 1 4100007 GENERAL SUPPLIES/TRASH CANS FOR AIRPORT 74 5700 370 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 17.11 1 4521838 SUPPLIES FOR SIGNAL PULL BOX MAINT 11 88AN 300 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 34.98 1 4530393 GENERAL SUPPLIES/CONCRETE SIKA ADHESIVE 11 5700 300 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 39.88 1 4532861 GENERAL SUPPLIES FOR AC INSTALL AT WELL #20 73 5520 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 227.21 1 4541953 GENERAL SUPPLIES FOR WATER DEPT 73 5700 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 62.96 1 4543025 GENERAL SUPPLIES FOR CIVIC CTR FLOOR REPAIRS 01 5700 810 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 16.41 1 5100781 GENERAL SUPPLIES/BLEACH/ANIMAL CONTROL 01 5700 204 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 6513512 COVID-19 DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 332.12 1 6593339 MISC TOOLS FOR #72057 TRUCK 73 5560 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 82.46 1 7023262 GENERAL SUPPLIES FOR REFUSE RESTROOM STORAGE 01 5700 800 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 7513480 COVID-19 SUPPLIES/DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 7520169 COVID-19 DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 50.99 1 7542883 FITTINGS AND PIPE FOR DIGESTER BLDNG/WWTP 72 5700 570 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 84.18 1 8025062 3/4" PVC FOR METER PROJ 73 5700 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 290.05 1 8026041 REPLACEMENT SINK FOR DIGESTER MIXING STATION/ 72 5700 570 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 80.13 1 8074469 COVID-19 SUPPLIES/DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 7.38 1 8513415 GENERAL SUPPLIES/CLAMPS & BOLTS/ANIMAL CONTRO 01 5700 204 10 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 10.72 1 8513422 GENERAL SUPPLIES/CABLE CUFF/ANIMAL CONTROL 01 5700 204 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 8542807 COVID-19 DRINKING WTR 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 23.14 2 8542807 GENERAL SUPPLIES/BOLTS/RED BUNGEE REFUSE 71 5700 540 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 199.28 1 9025888 CONCRETE MIX FOR THRUST BLOCKS 73 5700 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 103.21 1 9025941 GENERAL SUPPLIES FOR WWTP MAINT 72 5700 570 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 25.90 1 9512562 COVID-19 SUPPLIES/DRINKING WTR/AIRPORT 08 5754 108 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 38.91 1 9532591 PROPANE BERNZOMATIC TANK FOR #3004 PATCH TRUC 11 5700 300 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 90.83 1 9542769 GENERAL SUPPLIES/STRIPING WHITE PAINT/REC 01 5700 610 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 175.04 1 9973855 GENERAL SUPPLIES/SAKRETE CONVRETE MIX/CY 73 5700 720 6/2/2022 34019 HOM02 HOME DEPOT CREDIT SVCS 10.53 1 5025311 GENERAL SUPPLIES FOR CITY HALL HEATER REPAIR 01 5700 800 HOM02 Total 4009.44
6/2/2022 34020 HOP04 ANTHONY HOPKINS 6313.03 1 22-11 05/16-27 PROF SVCS/AGRMNT 2015-06 01 5524 410 6/2/2022 34020 HOP04 ANTHONY HOPKINS 140.00 2 22-11 05/16-27 PROF SVCS/AGRMNT 2015-06 73 910F 720 HOP04 Total 6453.03
6/2/2022 34021 IKA00 iKARZ SPEEDOMETERS AND AU 642.68 1 2373 MAINT OPER/INSTRUMENT CLUSTER/#D45 PD 01 5510 200 IKA00 Total 642.68
6/2/2022 34022 IMA00 IMAGE 2000 219.10 1 519406 OFFICE SUPPLIES/SPECIAL PRINTER STAPLES 01 5300 200 IMA00 Total 219.10
6/2/2022 34023 IND03 INDUSTRIAL CASTER & WHEEL 1610.33 1 632648 80-RMO6X2-S-PLATED BIN WHEELS 71 88AY 540 IND03 Total 1610.33
6/2/2022 34024 INF03 ISOLVED BENEFIT SERVICES 191.10 1 I11975188 JULY COBRA NOTICES ADMIN-CORE SVCS 01 5524 120 INF03 Total 191.10
6/2/2022 34025 INT57 INTERWEST CONSULTING GROU 11311.25 1 78520 APRIL PLAN CHECKING SVCS 01 5524 420 INT57 Total 11311.25
6/2/2022 34026 INT69 INTEGRITY SURVEILLANCE GR 499.00 1 13362 YEARLY GPS TRACKER RENEWAL/PD 01 5524 200 INT69 Total 499.00
6/2/2022 34027 J.L00 J.L. PLANK, INC 19118.70 1 2177-05 RETENTION FOR 2021 HSIP IMPROVEMENT PRJ #5227 40 910P 411 J.L00 Total 19118.70
6/2/2022 34028 JIM01 JIM BURKE FORD 11.73 1 1474871 MAINT OPER/AC COMPRESSOR SEAL KIT/#6008 PARKS 01 5510 600 6/2/2022 34028 JIM01 JIM BURKE FORD 49.17 1 1477115 MAINT OPER/SENSOR/#97 PD 01 5510 200 11 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34028 JIM01 JIM BURKE FORD 7.97 1 1478094 MAINT OPER/TORQUE CONVERTOR NUTS/#131 ANIMAL 01 5510 204 6/2/2022 34028 JIM01 JIM BURKE FORD 29.34 1 1478114 MAINT OPER/OIL LINE CONNECTOR/#131 ANIMAL CON 01 5510 204 6/2/2022 34028 JIM01 JIM BURKE FORD 146.56 1 1479917 MAINT OPER/AC HOSE ASSEMBLY/#D74 PD 01 5510 200 6/2/2022 34028 JIM01 JIM BURKE FORD 7.96 1 1480001 MAINT OPER/CLIP #D74 PD 01 5510 200 6/2/2022 34028 JIM01 JIM BURKE FORD 127.94 1 1480021 MAINT OPER/INSULATOR/#D84 PD 01 5510 200 6/2/2022 34028 JIM01 JIM BURKE FORD 146.56 1 1480500 MAINT OPER/AC TUBE ASSEMBLY/#D66 PD 01 5510 200 6/2/2022 34028 JIM01 JIM BURKE FORD -38.35 1 CM1469656 CR FOR VALVE/#3537 DART 75 5510 350 JIM01 Total 488.88
6/2/2022 34029 JMP00 JM PIPELINE CONSTRUCTION, 3900.00 1 2245 EMERGENCY SEWER LINE REPLACEMENTS 329 GLEENW 72 91AY 570 6/2/2022 34029 JMP00 JM PIPELINE CONSTRUCTION, 5700.00 1 2248 EMERGENCY SEWER LINE REPLACEMENTS 1218 9TH A 72 91AY 570 6/2/2022 34029 JMP00 JM PIPELINE CONSTRUCTION, 34960.00 1 2255 2022 10TH, PRINCETON, THOMAS, SEWER & WATER 08 91AK 108 6/2/2022 34029 JMP00 JM PIPELINE CONSTRUCTION, 34960.00 2 2255 2022 10TH, PRINCETON, THOMAS, SEWER & WATER 72 91AY 570 6/2/2022 34029 JMP00 JM PIPELINE CONSTRUCTION, 48740.45 1 2257 2022 FREMONT-GLENWOOD ALLEY FROM GARCES HIGHW 72 91AY 570 6/2/2022 34029 JMP00 JM PIPELINE CONSTRUCTION, 57186.68 1 2258 2021 FREMONT-GLENWOOD ALLEY FROM 6TH TO 8TH A 72 91AY 570 JMP00 Total 185447.13
6/2/2022 34030 JON18 JOHNSON CONTROLS SECURITY 1527.17 1 37366002 JUN TO AUG/QTRLY BILLING/GARAGE 81 5522 900 JON18 Total 1527.17
6/2/2022 34031 KAI01 KAISER FOUNDATION HEALTH 101557.97 1 05/25/22 JUNE HEALTH INS. PREMIUM 01 2219 400 KAI01 Total 101557.97
6/2/2022 34032 KER07 KERN COUNTY ENVIRONMENTAL 270.00 1 IN0461192 REPORT REVIEW FOR #FA0006388 #2 BURN DUMP 71 5700 530 KER07 Total 270.00
6/2/2022 34033 LAU05 LAUREL AG & WATER SOUTH 53.23 1 23671 PARTS TO REPAIR LEAK AT GOLF COURSE 05 5711 650 LAU05 Total 53.23
6/2/2022 34034 LAW11 LAWSON PRODUCTS, INC 456.08 1 309500038 MISC PARTS/STOCK/GARAGE 81 5580 900 LAW11 Total 456.08
6/2/2022 34035 LIN08 LINCOLN NATIONAL LIFE IN. 2259.40 1 05/25/22 JUNE LIFE INS PREMIUM 01 2219 420 LIN08 Total 2259.40
6/2/2022 34036 LOO01 LOOP ELECTRIC INC. 2568.42 1 1121 ELECTRICAL WORK AT A1 POLE/REPAIRS 10 80ER 201 6/2/2022 34036 LOO01 LOOP ELECTRIC INC. 3800.00 1 1129 ADD LOOP DETECTORS TO NORWALK ST 10 80ER 201 LOO01 Total 6368.42
12 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34037 LOS10 LOS PRIMOS AUTO GLASS 203.25 1 1965 MAINT OPER/#5406 REFUSE 71 5510 540 LOS10 Total 203.25
6/2/2022 34038 LOY00 LOYD'S AVIATION 1458.33 1 193576 QUALITY ASSURANCE ASSISTANCE FOR THE DELANO 74 5524 370 6/2/2022 34038 LOY00 LOYD'S AVIATION 291.67 2 193576 QUALITY ASSURANCE ASSISTANCE FOR THE DELANO 74 5522 370 LOY00 Total 1750.00
6/2/2022 34039 M&M00 M&M BACKFLOW & METER MAIN 750.00 1 1483 (3) LARGE METER FIELD TEST WELLS 22,30,31 73 5520 720 M&M00 Total 750.00
6/2/2022 34040 MAT12 MATSON ALARM CO., INC 33.50 1 2855762 JUNE COMMERCIAL MONITORING/CITY HALL 73 5522 740 MAT12 Total 33.50
6/2/2022 34041 MCR01 MC ROAD & FIELD SERVICE, 400.00 1 8189 M&O/GRIND & WELD CRACKS IN COMPACTOR FLOOR/#5 71 5510 540 MCR01 Total 400.00
6/2/2022 34042 MUN32 MUNICIPAL MAINTENANCE EQU 1822.95 1 0170045IN REPLACEMENT OF DAMAGED CONTROL JOYSTICK 72 5700 570 MUN32 Total 1822.95
6/2/2022 34043 NGL00 NGLIC 3036.91 1 05/25/22 JUNE VISION INS. PREMIUM 01 2219 430 NGL00 Total 3036.91
6/2/2022 34044 NVB01 NVB EQUIPMENT INC 602.60 1 DI97781 MAINT OPER/AC CONDENSER/#3517 DART 75 5510 350 6/2/2022 34044 NVB01 NVB EQUIPMENT INC 156.49 1 DI98174 MAINT OPER AC VALVE/#3518 DART 75 5510 350 6/2/2022 34044 NVB01 NVB EQUIPMENT INC 19.16 1 DI98238 MAINT OPER/DRIER/#3517 DART 75 5510 350 NVB01 Total 778.25
6/2/2022 34045 ODP00 ODP BUSINESS SOLUTIONS, L 517.48 1 241597170 OFFICE SUPPLIES/CHAIR & MISC SUPPLIES/ENG 01 5300 410 6/2/2022 34045 ODP00 ODP BUSINESS SOLUTIONS, L 43.29 1 241621241 OFFICE SUPPLIES/ROCKSTAR HEADPHONES/ENG 01 5300 410 6/2/2022 34045 ODP00 ODP BUSINESS SOLUTIONS, L 128.38 1 241621421 OFFICE SUPPLIES/BLDNG 01 5300 420 ODP00 Total 689.15
6/2/2022 34046 ONE01 ONE SOURCE PARTS, LLC 737.16 1 830327 MAINT OPER/ELECTRIC JOYSTICK 2 BUTTON/#5405 R 71 5510 540 6/2/2022 34046 ONE01 ONE SOURCE PARTS, LLC 800.74 1 830328 MAINT OPER/ELECTRIC JOYSTICK/#5403 REFUSE 71 5510 540 6/2/2022 34046 ONE01 ONE SOURCE PARTS, LLC 812.08 1 830458 MAINT OPER/ROLLER PINS/#376 REFUSE 71 5510 540 6/2/2022 34046 ONE01 ONE SOURCE PARTS, LLC 139.82 1 831107 MAINT OPER/SHOCK ABSORBER LEAVES/#5408 REFUSE 71 5510 540 ONE01 Total 2489.80
6/2/2022 34047 ORO34 OLIVIA OROPEZA 200.00 1 05/18/22 TOILET RETROFIT PROGRAM FOR DELANO ADDRESSES 73 80BA 720 13 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account ORO34 Total 200.00
6/2/2022 34048 OTC00 OTC BRANDS, INC. 81.18 1 716603742 GENERAL SUMMER CAMP SUPPLIES/REC 01 5617 610 6/2/2022 34048 OTC00 OTC BRANDS, INC. 311.63 1 716603747 GENERAL SUPPLIES FOR SUMMER CAMP/REC 01 5617 610 OTC00 Total 392.81
6/2/2022 34049 P&J00 P & J ELECTRIC, INC 869.85 1 7246 ELECTRICAL MAINT AT WWTP 72 52015 570 6/2/2022 34049 P&J00 P & J ELECTRIC, INC 795.05 1 7259 ELECTRICAL MAINT AT WWTP 72 52015 570 P&J00 Total 1664.90
6/2/2022 34050 PAC16 PACIFIC TIRE #6 525.00 1 48819 MAINT OPER(1)TIRE/#3522 DART 75 5510 350 6/2/2022 34050 PAC16 PACIFIC TIRE #6 21.08 1 48820 MAINT OPER/FLAT REPAIR/#212 PD 01 5510 200 6/2/2022 34050 PAC16 PACIFIC TIRE #6 625.01 1 48822 MAINT OPER(1)TIRE #5405 REFUSE 71 5510 540 6/2/2022 34050 PAC16 PACIFIC TIRE #6 625.01 1 48823 MAINT OPER(1)TIRE/#5402 REFUSE 71 5510 540 6/2/2022 34050 PAC16 PACIFIC TIRE #6 174.84 1 48824 MAINT OPER(1)TIRE/#60076 PARKS 01 5510 600 6/2/2022 34050 PAC16 PACIFIC TIRE #6 880.01 1 48825 MAINT OPER(2)TIRES/#54018 REFUSE 71 5510 540 6/2/2022 34050 PAC16 PACIFIC TIRE #6 880.01 1 48826 MAINT OPER(2)TIRES/#54018 REFUSE 71 5510 540 6/2/2022 34050 PAC16 PACIFIC TIRE #6 624.45 1 48827 MAINT OPER(1)TIRE/#5405 REFUSE 71 5510 540 6/2/2022 34050 PAC16 PACIFIC TIRE #6 21.08 1 48829 MAINT OPER/FLAT REPAIR/#72058 WTR 73 5510 720 6/2/2022 34050 PAC16 PACIFIC TIRE #6 535.00 1 48831 MAINT OPER(1)TIRE/#5407 REFUSE 71 5510 540 6/2/2022 34050 PAC16 PACIFIC TIRE #6 27.16 1 48832 MAINT OPER/FLAT REPAIR/#72016 WTR 73 5510 720 6/2/2022 34050 PAC16 PACIFIC TIRE #6 165.00 1 48833 MAINT OPER(1)TIRE/#60076 PARKS 01 5510 600 6/2/2022 34050 PAC16 PACIFIC TIRE #6 255.00 1 48834 MAINT OPER(1)TIRE/#D91 PD 01 5510 200 6/2/2022 34050 PAC16 PACIFIC TIRE #6 584.33 1 48835 MAINT OPER(1)TIRE/#5406 REFUSE 71 5510 540 6/2/2022 34050 PAC16 PACIFIC TIRE #6 584.33 1 48836 MAINT OPER(1)TIRE/#5406 REFUSE 71 5510 540 6/2/2022 34050 PAC16 PACIFIC TIRE #6 25.00 1 48838 MAINT OPER/FLAT REPAIR/#60015 PARKS 01 5510 600 6/2/2022 34050 PAC16 PACIFIC TIRE #6 44.32 1 49525 MAINT OPER/FLAT REPAIR/#3302 WTR 73 5510 720 PAC16 Total 6596.63
6/2/2022 34051 PAC43 PACE ANALYTICAL SERVICES 158.00 1 B448086 WEEKLY INFLUENT & EFFLUENT MONITORING 72 5524 570 6/2/2022 34051 PAC43 PACE ANALYTICAL SERVICES 100.00 1 B448103 WEEKLY INFLUENT & EFFLUENT MONITORING 72 5524 570 6/2/2022 34051 PAC43 PACE ANALYTICAL SERVICES 182.00 1 B448947 QTRLY INFLEUNT & EFFLUENT MONITORING 72 5524 570 6/2/2022 34051 PAC43 PACE ANALYTICAL SERVICES 158.00 1 B449363 WEEKLY INFLUENT & EFFLUENT MONITORING 72 5524 570 PAC43 Total 598.00
6/2/2022 34052 PAC45 PACIFIC PRODUCTS & SERVIC 351.94 1 30035 (32)BLANK SIGNS/STS 11 5702 300 PAC45 Total 351.94
6/2/2022 34053 PAD14 MANUEL PADUA SALVADOR 350.07 1 05/31/22 REFUND ON ACC#RIN0001 OVERPAYMENT 73 2238 14 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account PAD14 Total 350.07
6/2/2022 34054 PLA11 PLATT 145.85 1 2P45565 GENERAL SUPPLIES FOR REFUSE RESTROOM 01 5700 800 6/2/2022 34054 PLA11 PLATT 39.31 1 2U10840 TOOL FOR AC REPAIRS 01 5700 800 6/2/2022 34054 PLA11 PLATT 45.22 1 2U51743 FUSES FOR FUEL ISLAND/AIRPORT 74 5700 370 PLA11 Total 230.38
6/2/2022 34055 PON11 VICENTE PONCE 544.92 1 06/21/22 PER DIEM/MILEAGE/EUTHANASIA WORKSHOP/06/21-22 01 5400 204 PON11 Total 544.92
6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 122.79 1 93645 MAINT OPER/BATTERY/#6008 PARKS 01 5510 600 6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 124.93 1 93646 MAINT OPER/BATTERY/#304A REFUSE 71 5510 540 6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 36.70 1 93647 MAINT OPER/NOCO SLIM LITE/GARAGE 81 87AH 900 6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 389.04 1 93663 MAINT OPER(3)BATTERIES/#373 REFUSE 71 5510 540 6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 122.79 1 93664 MAINT OPER/BATTERY/#D89 PD 01 5510 200 6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 124.93 1 93665 MAINT OPER/BATTERY/#403 STS 11 5510 300 6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 122.79 1 93689 MAINT OPER/BATTERY/#D97 PD 01 5510 200 6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 124.93 1 93690 MAINT OPER/BATTERY/#60063 PARKS 01 5510 600 6/2/2022 34056 POW10 POWERSTRIDE BATTERY CO,IN 43.29 1 93704 GENERAL SUPPLIES/FLASHLIGHT FOR STS 11 5700 300 POW10 Total 1212.19
6/2/2022 34057 PRE11 PREMIER ACCESS INSURANCE 11034.60 1 05/25/22 JUNE DENTAL INS. PREMIUM 01 2219 410 PRE11 Total 11034.60
6/2/2022 34058 PRO20 PROVOST & PRITCHARD CONSU 6323.50 1 92209 2019 TCP MITIGATION PROJECT DESIGN OF GAC 73 990N 720 PRO20 Total 6323.50
6/2/2022 34059 PTO01 PTO SALES COMPANY 473.91 1 78283 MAINT OPER/BUILT SHAFT/#374 REFUSE 71 5510 540 PTO01 Total 473.91
6/2/2022 34060 QUA06 QUAD/KNOPF, INC 23938.99 1 113638 APRIL 03-30 INTERIM ON CALL SVCS/AGRMNT 2019- 01 5524 125 QUA06 Total 23938.99
6/2/2022 34061 QUA20 QUADIENT LEASING USA, INC 556.42 1 N9316532 04/12-07/11 POSTAGE MACHINE LEASE 01 5301 120 QUA20 Total 556.42
6/2/2022 34062 QUI01 QUILL LLC -37.88 1 22084045 CR FOR MARKER BOARD/PD 01 5300 200 6/2/2022 34062 QUI01 QUILL LLC 663.07 1 25057570 MISC OFFICE SUPPLIES/PD 01 5300 200 QUI01 Total 625.19
15 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34063 QUI04 QUINN COMPANY 12.62 1 PC8049548 MAINT OPER/COVER LATCH/#72059 WTR 73 5510 720 6/2/2022 34063 QUI04 QUINN COMPANY 40.33 1 PC8049592 MAINT OPER/SEALS/RINGS/#425 STS 11 5510 300 QUI04 Total 52.95
6/2/2022 34064 RIC06 RICHLAND CHEVROLET CO 386.10 1 144582 MAINT OPER/CLUSTER/#3574 REFUSE 71 5510 540 6/2/2022 34064 RIC06 RICHLAND CHEVROLET CO 959.58 1 144583 M&O/PLATES/BEARINGS/#371 REFUSE 71 5510 540 6/2/2022 34064 RIC06 RICHLAND CHEVROLET CO 375.38 1 144813 MAINT OPER/CLUSTER/#3575 WWTP 72 5510 570 RIC06 Total 1721.06
6/2/2022 34065 RIC07 RICKS LOCK & KEY 180.00 1 235 KEYLESS ENTRY FOB #90024 GARAGE 81 5510 900 6/2/2022 34065 RIC07 RICKS LOCK & KEY 425.00 1 258 EAST FIRE STATION DOOR REPAIR 01 5700 810 6/2/2022 34065 RIC07 RICKS LOCK & KEY 100.00 1 262 ADJUST DOORS AT JEFFERSON CTR 01 5700 810 6/2/2022 34065 RIC07 RICKS LOCK & KEY 168.00 1 267 GENERAL SUPPLIES(12)PADLOCKS/TRANSIT 75 5700 350 RIC07 Total 873.00
6/2/2022 34066 SAN34 SAN JOAQUIN PAINT & GLASS 253.01 1 125637 GENERAL SUPPLIES/PAINT/THINNER/ROLLERS/REFUSE 71 5700 540 6/2/2022 34066 SAN34 SAN JOAQUIN PAINT & GLASS 198.36 1 125939 GENERAL SUPPLIES/PAINT FOR 3YD BINS 71 5700 540 SAN34 Total 451.37
6/2/2022 34067 SEL01 SELF-HELP ENTERPRISES 31.19 1 ADM 22-4 FEDEX AND RECORDING FEES 25 5524 405 6/2/2022 34067 SEL01 SELF-HELP ENTERPRISES 315.50 1 APR 2022 GENERAL ADMIN FEES 34 5792 952 SEL01 Total 346.69
6/2/2022 34068 SER01 SERDA'S PLUMBING, INC 408.54 1 353578 REPAIR TO CUSTOMER PLUMBING AFTER METER INSTA 73 5524 720 SER01 Total 408.54
6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 16.23 1 647631 GENERAL SUPPLIES/ABSORBER FOR GOLF CARTS 05 5700 650 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 39.27 1 648199 MAINT OPER/OIL & FILTERS/#704 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY -124.48 1 648240 CR FOR THERMOSTAT HOUSING /#192 PD 01 5510 200 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 10.48 1 648256 MAINT OPER/BRAKE MASTER CYLINDER/#3535 DART 75 5510 350 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 54.07 1 648355 MAINT OPER/OIL & FILTERS/#D97 PD 01 5510 200 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 32.46 1 648406 MAINT OPER/OIL & FILTER/#203 PD 01 5510 200 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 13.17 1 648438 MAINT OPER/FILTER/#203 PD 01 5510 200 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 13.12 1 648560 MAINT OPER/BRAKE PEDAL PAD/#3575 WWTP 72 5510 570 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 290.74 1 648568 MAINT OPER/ALTERNATOR/BELTS/#3575 WWTP 72 5510 570 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 10.49 1 648614 GENERAL SUPPLIES/GORILA GLUE/WWTP 72 5700 570 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 71.56 1 648708 MAINT OPER/FILTER/#5302 ST CLNG 71 5510 530 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 76.23 1 648715 MAINT OPER/OIL & FILTERS/#5302 ST CLNG 71 5510 530 16 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 17.84 1 648727 MAINT OPER/RESISTOR/#375 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 44.10 1 648744 MAINT OPER/FILTER/#5302 ST CLNG 71 5510 530 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 25.96 1 648940 MAINT OPER/DIATOM OIL/#374 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 9.60 1 648946 MAINT OPER/FREEZE GLUGS/#374 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 84.67 1 648951 MAINT OPER/OIL & FILTERS/#D74 PD 01 5510 200 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 7.12 1 648964 MAINT OPER/REAR MIRROR ADHESIVE/#601 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 8.85 1 648985 MAINT OPER/PRIME GUARD/#D74 PD 01 5510 200 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 84.67 1 649003 MAINT OPER/OIL & FILTERS/#D64 PD 01 5510 200 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 10.33 1 649065 MAINT OPER/BRAKE FLUID/#3535 DART 75 5510 350 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 44.62 1 649088 MAINT OPER/OIL & FILTERS/#3574 WWTP 72 5510 570 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 39.27 1 649102 MAINT OPER/OIL & FILTERS/#3575 WWTP 72 5510 570 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 14.36 1 649165 MAINT OPER/MECH WIRE/#374 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 70.33 1 649186 MAINT OPER/TRANSMISSION FILTER/#374 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 231.61 1 649192 MAINT OPER/MOBILE DELVAC/#374 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 77.58 1 649207 MAINT OPER/OIL/HAND CLEANER/#5301 ST CLNG 71 5510 530 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 68.20 1 649222 MAINT OPER/PLYWHEELS/#131 ANIMAL CONTROL 01 5510 204 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 220.93 1 649249 MAINT OPER/STARTER/CORE/#131 ANIMAL CONTROL 01 5510 204 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY -34.64 1 649258 CR FOR CORE ON STARTER/#131 ANIMAL CONTROL 01 5510 204 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY -68.20 1 649291 CR FOR FLYWHEEL/#131 ANIMAL CONTROL 01 5510 204 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 17.22 1 649312 MAINT OPER/FUEL CAP/#60080 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY -2.29 1 649313 CR EXCHANGE ORDER/FUEL CAP/#60080 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 71.76 1 649324 MAINT OPER/TAIL LIGHT KIT/#5400 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 134.82 1 649325 MAINT OPER/BATTERY/CORE/#54022 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 159.13 1 649372 MAINT OPER/BLOWER MOTOR/RESISTOR/#304B REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 54.32 1 649442 MAINT OPER/LIFT SUPPORT/#72026 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 50.60 1 649468 MAINT OPER/TRANSMISSION OIL/#131 ANIMAL CONTR 01 5510 204 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 42.16 1 649472 MAINT OPER/TRANSMISSION OIL/#131 ANIMAL CONTR 01 5510 204 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 266.64 1 649557 MAINT OPER/BEARINGS/#72038 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 9.36 1 649591 MAINT OPER/CYLINDER CAP/#3308 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 10.41 1 649593 MAINT OPER/MASTER CYLINDER/#3308 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 12.69 1 649641 MAINT OPER/BRAKE CLEANER/#72038 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 19.24 1 649690 MAINT OPER/CABIN FILTER/#72026 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 132.50 1 649761 MAINT OPER/BELT & TENSIONER/#60063 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 153.77 1 649804 MAINT OPER/HEADLIGHT/#6008 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 94.84 1 649830 MAINT OPER/BRAKE LIGHT/#2042 ANIMAL CONTROL 01 5510 204 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 42.41 1 650001 MAINT OPER/OIL PAN GASKET/#3524 DART 75 5510 350 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 46.06 1 650034 MAINT OPER/OIL & FILTERS/#72065 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 16.40 1 650050 MAINT OPER/BRAKE MASTER CYLINDER/#60063 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 20.15 1 650065 MAINT OPER/CABIN FILTER/#72063 WTR 73 5510 720 17 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 83.02 1 650108 MAINT OPER/BRAKE MASTER CYLINDER/#60063 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 14.22 1 650113 MAINT OPER/BRAKE FLUID/#60063 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 5.41 1 650115 GENERAL SUPPLIES/AIR FRESHENER/#503 GARAGE 81 5700 900 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 205.25 1 650144 MAINT OPER/BATTERY/CORE/#72031 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 66.63 1 650194 MAINT OPER/SPANNER WRENCH/#54018 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 34.03 1 650222 MAINT OPER/WIPER BLADES/#303 WTR 73 5510 720 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 7.24 1 650227 GENERAL CLEANING SUPPLIES/CY VEHICLES 01 5700 800 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 2.17 1 650229 MAINT OPER/VACUUM HOSE/#60020 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 2.85 1 650235 MAIN TOPER/HEX NIPPLE/#5407 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 4.63 1 650252 MAINT OPER/FUEL FILTER/#60020 PARKS 01 5510 600 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 55.62 1 650320 MAINT OPER/COMBO SWITCH/#193 PD 01 5510 200 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 42.29 1 650327 MAINT OPER/AC VALVES CORE/#3005 STS 11 5510 300 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 10.65 1 650365 MAINT OPER/ORIFICE TUBE/#54018 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 16.17 1 650411 MAINT OPER/CABIN FILTER/#3005 STS 11 5510 300 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 47.39 1 650472 MAINT OPER/TRANSMISSION OIL/#5406 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 12.33 1 650649 MAINT OPER/ELECTRONIC CLEANER/#5402 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 7.12 1 650665 MAINT OPER/REAR MIRROR ADHESIVE/#615 GOV BLD 01 5700 800 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 90.20 1 650681 MAINT OPER/TURN FLYWHEEL/#371 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 9.28 1 650749 MAINT OPER/LINCENSE LAMP/#5406 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 62.83 1 650884 MAINT OPER/COOLANT & THERMOSTAT/#401 STS 11 5510 300 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 114.39 1 650891 MAINT OPER/BEARING/#371 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 139.51 1 650901 MAINT OPER/BEARING/#371 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 84.93 1 650928 MAINT NOPER/GASKET/IDLER/BELT/#401 STS 11 5510 300 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 102.06 1 650982 MAINT OPER/TRANSMISSION LUBE/#5402 REFUSE 71 5510 540 6/2/2022 34070 SEV01 SEVIER'S AUTO SUPPLY 63.34 1 651232 MAINT OPER/ANTIFREEZE/#3574 WWTP 72 5510 570 SEV01 Total 4096.29
6/2/2022 34071 SIT02 SITEONE LANDSCAPE SUPPLY, 83.03 1 118743997 GENERAL SUPPLIES/TREE TIES/PARKS 01 5700 600 6/2/2022 34071 SIT02 SITEONE LANDSCAPE SUPPLY, 41.25 1 118767200 IRRIGATION SUPPLIES TO REPAIR LINE IN PARKS 01 5711 600 SIT02 Total 124.28
6/2/2022 34072 SMA02 SMART & FINAL 13.62 1 158355 GENERAL SUPPLIES FOR SR CTR 15 5700 680 6/2/2022 34072 SMA02 SMART & FINAL 8.22 1 403544 GENERAL SUPPLIES FOR BREAK ROOM/STS 11 5700 300 6/2/2022 34072 SMA02 SMART & FINAL 8.22 2 403544 GENERAL SUPPLIES FOR BREAK ROOM/STS CLNG 71 5700 530 6/2/2022 34072 SMA02 SMART & FINAL 8.22 3 403544 GENERAL SUPPLIES FOR BREAK ROOM/REFUSE 71 5700 540 6/2/2022 34072 SMA02 SMART & FINAL 8.22 4 403544 GENERAL SUPPLIES FOR BREAK ROOM/PARKS 01 5700 600 6/2/2022 34072 SMA02 SMART & FINAL 8.22 5 403544 GENERAL SUPPLIES FOR BREAK ROOM/GOLF COURSE 05 5700 650 6/2/2022 34072 SMA02 SMART & FINAL 8.22 6 403544 GENERAL SUPPLIES FOR BREAK ROOM/WTR 73 5700 720 6/2/2022 34072 SMA02 SMART & FINAL 8.21 7 403544 GENERAL SUPPLIES FOR BREAK ROOM/GOV BLDNGS 01 5700 800 18 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34072 SMA02 SMART & FINAL 8.21 8 403544 GENERAL SUPPLIES FOR BREAK ROOM/GARAGE 81 5700 900 SMA02 Total 79.36
6/2/2022 34073 SOL24 SOLENIS, LLC 17996.96 1 132015175 POLYMER FOR BIOSOLIDS/WWTP 72 800J 570 SOL24 Total 17996.96
6/2/2022 34074 SOU38 SOUTH TULARE-RICHGROVE RE 27397.37 1 108297 TRUCK RATE WITH DRIVER, PERSONNEL SHORTAGE AN 71 5522 540 6/2/2022 34074 SOU38 SOUTH TULARE-RICHGROVE RE 41.68 1 112517 APRIL RECYCLABLES ELLINGTON REC 01 5522 610 6/2/2022 34074 SOU38 SOUTH TULARE-RICHGROVE RE 41.68 1 112518 APRIL RECYCLABLES/COMM CTR 01 5522 610 6/2/2022 34074 SOU38 SOUTH TULARE-RICHGROVE RE 41.57 1 112551 APRIL RECYCLABLES/JEFFERSON 15 5522 680 SOU38 Total 27522.30
6/2/2022 34075 SOU41 SOUTH VALLEY MECHANICAL 13275.00 1 1107 REPLACE WORN OUT AIR CONDITIONERS AT RAS 3 AN 72 5520 570 6/2/2022 34075 SOU41 SOUTH VALLEY MECHANICAL 19650.00 1 1108 REPLACE WORN OUT AIR CONDITIONERS AT RAS 3 AN 72 5520 570 SOU41 Total 32925.00
6/2/2022 34076 SPA20 SPARKLETTS 5.32 1 51422 GENERAL SUPPLIES/DRINKING WATER/STS 11 5700 300 6/2/2022 34076 SPA20 SPARKLETTS 5.32 2 51422 GENERAL SUPPLIES/DRINKING WATER/STS CLNG 71 5700 530 6/2/2022 34076 SPA20 SPARKLETTS 5.32 3 51422 GENERAL SUPPLIES/DRINKING WATER/REFUSE 71 5700 540 6/2/2022 34076 SPA20 SPARKLETTS 5.32 4 51422 GENERAL SUPPLIES/DRINKING WATER/WTR 73 5700 720 6/2/2022 34076 SPA20 SPARKLETTS 5.32 5 51422 GENERAL SUPPLIES/DRINKING WATER/GARAGE 81 5700 900 6/2/2022 34076 SPA20 SPARKLETTS 5.32 6 51422 GENERAL SUPPLIES/DRINKING WATER/PARKS 01 5700 600 6/2/2022 34076 SPA20 SPARKLETTS 5.32 7 51422 GENERAL SUPPLIES/DRINKING WATER/AIRPORT 74 5700 370 6/2/2022 34076 SPA20 SPARKLETTS 5.31 8 51422 GENERAL SUPPLIES/DRINKING WATER/GOV BLDNGS 01 5700 800 6/2/2022 34076 SPA20 SPARKLETTS 19.98 9 51422 GENERAL SUPPLIES/DRINKING WATER/ENG 01 5700 410 6/2/2022 34076 SPA20 SPARKLETTS 19.97 10 51422 GENERAL SUPPLIES/DRINKING WATER/BLDNG 01 5700 420 6/2/2022 34076 SPA20 SPARKLETTS 19.97 11 51422 GENERAL SUPPLIES/DRINKING WATER/PLANNING 01 5700 125 6/2/2022 34076 SPA20 SPARKLETTS 95.41 12 51422 GENERAL SUPPLIES/DRINKING WATER/PD 01 5700 200 SPA20 Total 197.88
6/2/2022 34077 SPD01 SPD PRINTING & ACCURATE S 129.90 1 18325 NUMBERS DECALS/#5404 REFUSE 71 5510 540 SPD01 Total 129.90
6/2/2022 34078 STA24 DEPT OF JUSTICE/ACCTG OFC 503.00 1 580612 APRIL FINGERPRINT APP/HR 01 5524 120 STA24 Total 503.00
6/2/2022 34079 STA60 STATEWIDE TRAFFIC SAFETY 73.81 1 12015875 (3)10X24 LEFT OVERLAY VINYL REFLECTIVES 11 5702 300 STA60 Total 73.81
19 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34080 SUN05 SUNRISE ENVIRONMENTAL SCI 146.26 1 130136 GENERAL SUPPLIES/SPRAY BOTTLES/STS 11 5700 300 SUN05 Total 146.26
6/2/2022 34081 TEN01 TEN-WEST TOWING 450.00 1 202216322 TOWING 30FT MOTORHOME FROM 1510 CLINTON TO CY 01 86BB 105 6/2/2022 34081 TEN01 TEN-WEST TOWING 678.13 1 202218082 MAINT OPER/TOWING #5403 FROM CY TO BAKERSFIEL 71 5510 540 6/2/2022 34081 TEN01 TEN-WEST TOWING 984.38 1 202218376 MAINT OPER/TOWING #5402 FROM CY TO PORTERVILL 71 5510 540 TEN01 Total 2112.51
6/2/2022 34082 TER06 TERM PRO TERMITE & PEST 9200.00 1 10441-1 TENT EXTERIOR OF ELLINGTON RECREATION BUILDIN 01 5871 800 6/2/2022 34082 TER06 TERM PRO TERMITE & PEST 1670.00 1 10445-2 TENT EXTERIOR OF THE CIVIC CENTER FOR TERMITE 01 5700 810 6/2/2022 34082 TER06 TERM PRO TERMITE & PEST 2250.00 1 10445-3 TENT EXTERIOR OF THE CIVIC CENTER FOR TERMITE 01 5700 810 TER06 Total 13120.00
6/2/2022 34083 THA01 E.M. THARP, INC 161.25 1 01P48745 MAINT OPER/BLOWER MOTOR/#375 REFUSE 71 5510 540 6/2/2022 34083 THA01 E.M. THARP, INC 44.21 1 01P48780 MAINT OPER/WHEEL BLOWER/#375 REFUSE 71 5510 540 6/2/2022 34083 THA01 E.M. THARP, INC 28.73 1 01P49382 MAINT OPER/PLUGS FOR TRANSMISSION/#374 REFUSE 71 5510 540 6/2/2022 34083 THA01 E.M. THARP, INC 662.99 1 01P49626 MAINT OPER/BRACKET STEP LOWER/#5402 REFUSE 71 5510 540 6/2/2022 34083 THA01 E.M. THARP, INC 25.78 1 01P50202 MAINT OPER/PRESSURE PROTECTION VALVE/#5407 RE 71 5510 540 THA01 Total 922.96
6/2/2022 34084 THE01 THERMO KING OF CENTRAL CA 180.99 1 FI29340 MAINT OPER/AIR FILTER/#3535 DART 75 5510 350 6/2/2022 34084 THE01 THERMO KING OF CENTRAL CA 75.56 1 MK08827 MAINT OPER/AC DRIER/#3522 DART 75 5510 350 THE01 Total 256.55
6/2/2022 34085 TRA19 TRAINING INNOVATIONS, INC 800.00 1 22-031 2022-23 TMS SOFTWARE SUPPORT & SUS/PD 01 5524 200 TRA19 Total 800.00
6/2/2022 34086 TRU16 TRUVIEW BSI, LLC 475.00 1 106633 POST BACKGROUND INVESTIGATION/S. FRANCO 01 5524 120 6/2/2022 34086 TRU16 TRUVIEW BSI, LLC 1386.36 1 106634 POST BACKGRAOUND INVESTIGATION/H. SEPULVEDA 01 5524 120 TRU16 Total 1861.36
6/2/2022 34087 TTT01 T & T TRUCK & CRANE SERVI 880.00 1 626847 CRANE SERVICE TO REMOVE 200HP AERATOR MOTOR/W 72 5520 570 TTT01 Total 880.00
6/2/2022 34088 TUR05 TURF STAR, INC 624.60 1 7220345 MAINT OPER/MISC PARTS/#MD-2 20 5520 001 6/2/2022 34088 TUR05 TURF STAR, INC 953.05 1 7221969 MISC PARTS FOR #6540 GOLF COURSE 05 5520 650 6/2/2022 34088 TUR05 TURF STAR, INC 4888.19 1 7225148 MAIN TOPER/MOTOR ASSEMBLY/#6007 PARKS 01 5510 600 TUR05 Total 6465.84
20 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account 6/2/2022 34089 UNI29 UPS 74.89 1 221YF5182 POSTAGE/TRANSIT 75 80AA 350 UNI29 Total 74.89
6/2/2022 34090 UNI59 UNITED STAFFING ASSOCIATE 520.80 1 202189 TEMP/I.PANIAGUA WE 05/15 PARKS 01 5522 600 6/2/2022 34090 UNI59 UNITED STAFFING ASSOCIATE 1041.60 1 202520 TEMP/I. PANIAGUA WE 05/22 PARKS 01 5522 600 UNI59 Total 1562.40
6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 1057.38 1 50229266 PURCHASED SULFURIC ACID 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 1196.63 1 50229267 PURCHASED SULFURIC ACID 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 1096.54 1 50229268 PURCHASED SULFURIC ACID 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 3128.94 1 50237020 CAUSTIC SODA TO RAISE PH AFTER TREATMENT 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 1712.74 1 50237021 CAUSTIC SODA TO RAISE PH AFTER TREATMENT 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 1721.18 1 50237022 PURCHASED SOD HYPO 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 1313.95 1 50243720 CAUSTIC SODA TO RAISE PH AFTER TREATMENT 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 1019.24 1 50243722 PURCHASED SULFURIC ACID 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 2658.58 1 50243723 CAUSTIC SODA TO RAISE PH AFTER TREATMENT 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 843.59 1 50243724 CAUSTIC SODA TO RAISE PH AFTER TREATMENT 73 5717 720 6/2/2022 34091 UNI65 UNIVAR SOLUTIONS 2172.88 1 50252692 CaUSTIC SODA TO RAISE PH AFTER TREATMENT 73 5717 720 UNI65 Total 17921.65
6/2/2022 34092 WAS13 WASCO VETERINARY CLINIC 600.00 1 MAY 2022 MAY MEDICAL SVCS/ANIMAL CONTROL 01 55211 204 WAS13 Total 600.00
6/2/2022 34093 WES69 WESTAIR GASES & EQUIPMENT 57.66 1 80440912 CYLINDER RENTAL FOR WATER DEPT 73 5522 720 6/2/2022 34093 WES69 WESTAIR GASES & EQUIPMENT 114.60 1 80440913 CYLINDER RENTAL FOR GARAGE 81 5522 900 6/2/2022 34093 WES69 WESTAIR GASES & EQUIPMENT 31.80 1 80440914 CYLINDER RENTAL FOR WWTP 72 5522 570 WES69 Total 204.06
6/2/2022 34094 WEX00 WEX BANK 77.77 1 80936662 FUEL CHARGES/PD 01 5511 200 WEX00 Total 77.77
6/2/2022 34095 WIL02 WILLIAMS CLEANING SYSTEMS 184.03 1 610990 GENERAL SUPPLIES/DEGREASER/REFUSE 71 5700 540 WIL02 Total 184.03
6/2/2022 34096 WIN00 WINSUPPLY OF BAKERSFIELD 224.73 1 465248 RESTROOM FAUCET & TOILET/JEFFERSON CTR 01 5700 810 WIN00 Total 224.73
6/2/2022 34097 ZEE01 ZEE MEDICAL SERVICE #34 24.80 1 34-210544 FIRST AID KIT SUPPLIES/CORP YARD 01 5522 800 6/2/2022 34097 ZEE01 ZEE MEDICAL SERVICE #34 178.63 1 34-210585 FIRST AID KIT SUPPLIES/ANIMAL CONTROL 01 5522 204 21 CITY OF DELANO
WARRANT REGISTER/COUNCIL MTNG 06/21/2022
Check Date Check Number Vendor ID Vendor Name Check Amount Line # Invoice # Description Expense Distribution Account ZEE01 Total 203.43
6/2/2022 34098 ZER02 ZERO NOX, INC 974.25 1 S359 MAINT OPER/RIMS ASSEMBLY/#60096 PARKS 01 5520 600 ZER02 Total 974.25
6/2/2022 34099 ZUM01 ZUMAR INDUSTRIES 2069.89 1 96703 WHITE DG3 48"X50YDS FILM 11 5702 300 6/2/2022 34099 ZUM01 ZUMAR INDUSTRIES 884.05 1 96712 (20)VIS-Z SHIELDS/STS 11 5702 300 ZUM01 Total 2953.94
Grand Total 1755389.46 Sub Total $1,755,389.46
Total $1,755,389.46
Payroll-5/27/2022 $826,801.03
Total $826,801.03
Grand Total $2,582,190.49
22 MINUTES
CITY OF DELANO
CITY COUNCIL – REGULAR MEETING
June 6, 2022
CALL TO ORDER
Mayor Osorio called the meeting to order at 5:34 p.m. in the City Hall Council Chambers, 1015 – 11th Avenue.
INVOCATION
Mayor Osorio offered a moment of silence.
FLAG SALUTE
Chief of Police Davis led the flag salute.
ROLL CALL
Council members present: Bryan Osorio, Joe Alindajao, Liz Morris Council members absent: Veronica Vasquez, Salvador Solorio-Ruiz
OFFICIALS PRESENT
City Manager Reyna, City Clerk Chavez, City Attorney Richman, City Engineer Dowling, Human Resources Director Zamudio, Chief of Police Davis, Interim Community Development Director Mynk, Transit Manager Zamora, Finance Manager Bermudez and Interim Senior Planner Monsibais
PRESENTATIONS AND AWARDS
Finance Director Rios presented the Featured Pet – Featured Pet – Sophia.
Finance Director Rios presented the Featured Business– Johnny’s Barber Shop.
ITEMS FROM THE PUBLIC
1. Yolanda Vega stated that’s she’s been coming to the city council meetings for quite some time and one of the main reasons she started attending meetings was due to some of the unfortunate events that were occurring at the little league field. She added that it was brought to my attention, in which she disclosed that she’s advocated for quite some time, over the last few years there is a specific field that the city had developed specifically for Little League softball back in early 2000s and that was when Art Armendariz was was the mayor. She further stated that one of her biggest concerns is that the City of Delano, on more than one occasion, in the last previous meetings talked about how they want to help with the quality of life and the betterment of the community, especially for the Agenda Item No. 3
youth. She clarified that her concern now is that the City of Delano no is trying to take the little league softball field because of the renovations and the money invested in those field, and they're telling little league that in order for them to utilize the fields, they have to pay $20 an hour and that the city rental lease agreement is no longer valid. She shared that back when she was advocating, knowing that the little league contract was agreement was not valid. They honored it on the honor system and now because over $200,000 of renovation has been made, the city is now negating that contract as she referenced verbatim, “they can no longer honor it because it's expired and the city no longer has a lease,” but further added that they offered little league an application form and the fees would be $20 an hour. She inquired why they're stating because federal grant funds were used and literally would only utilize those fields anywhere from three to four months. She also shared that was also indicated in the information provided to, so she would like to see a little league back on the agenda, and an explanation regarding this. She stressed that she finds it to be a very great disservice to the community and little league has been in Delano for many years and for the city to disregard them like that, in which the field that was built specifically for little league to be taken from them is very unfortunate. She stated that she finds it to be very disrespectful to the community, to the children and to the youth and she finds it to be a slap in the face especially when the current city council says that they are here to help for the betterment of the community.
2. Irene Mendez shared about her concern regarding the trimming the trees at Albany and Cecil during this time. She stated that they should have done this earlier because of the shade and oxygen, so she asked if anyone foresaw this. She also shared her support for Frank Herrera. Lastly, she asked why she couldn’t be able to have a yard sale in her property whenever she wants since she pays her taxes.
3. Jesse Hernandez complained about a barber who lives across the street and has taken up the entire street with semi-tractor trailers. He added that there are people out there parking on the wrong side of the street as well as drinking and yelling. He said that barbershops should not be at a home because they are interrupting everything.
4. Claribel Gutierrez shared that she attended a meeting at the Cemetery District and asked about the Delano Police Department cannot get involved in driving through the cemetery which is within the City of Delano.
5. Lupe Martinez supported Ms. Vega’s request. He shared about complaints from the community that their streets haven’t been swept. He asked how many sweepers does the city have, does it have enough to cover the city, how many drivers and do they sweep every day. He would like some answers so he can inform them.
6. Marivel Servin extended a Happy Pride to everyone and they’re happy for being acknowledged as a community brought them happiness. Secondly, she gave a shout out to the council members who are present and decided to prioritize their jobs. Lastly, she wanted to say that she loves the short agenda and she hopes, for accessibility reasons , they can continue to have shorter agendas with less items so that these meetings don't have to be six hours every time.
7. Marcel Martinez would like to know what are the shoes on power lines near 11th and Madison. She further asked about a condemned home with a lot of tagging on it which is 11th and Norwalk. She further shared about her seeing on Facebook a couple of weeks ago, people were complaining that they didn't feel safe in multi-unit residents, because there was hostility amongst neighbors. Therefore, she asked what type of management the city enforces when they do approve multi-residence homes. She added if there's no type of management in place, but the current ones, will there be on the new units to be approved.
8. Fernando Bravo asked about the sweepers as he spoke with Art Medina, so he asked how many sweepers the city has, as he knows the city has problems getting drivers. He also asked about the cemetery to at least making drive by there because they’re smoking pot.
He stated the city has not presented him with a budget and his calls haven’t been returned. He also added about food being promised to the seniors, but nothing was served. He referenced a flyer for the seniors.
9. Gina Martinez shared her concern regarding seniors who are on a fixed income, and they don't get senior rates for the water bill. She was hoping that perhaps they can put them on an agenda and work on something. She specifically referenced two people that she’s speaking of are widows, making less than 800 in their social security, so because they are not the owner of the home, they are renters, so they don’t qualify to get a senior rate. She stated that she’d appreciate it that way it she’d be able to better help them because she’s been trying to help them with resources such as Southern California Edison has a care program, dial-a-ride, Meals on Wheels, Medicare and Medicaid.
10. Javier Cruz stated he supports the women that just spoke 100% because he believes the representatives should look ahead. He complained about the trimming of the trees because they didn’t think ahead. He also complained about the engineer’s employees being lazy and don’t know how to do anything manually.
11. Anita Lopez asked about as to how long people can ride the transit service for free. She referenced about the seniors being promised twice a week outside food. Lastly, she asked if they city can put a cap on the gas prices.
CONSENT AGENDA
1) Authorization to waive the reading of any ordinance in its entirety and consenting to the reading of such ordinances by title only
2) Warrant Register in the amount of $1,802,709.75
3) Minutes of special City Council meeting of December 6, 2021 4) Minutes of regular City Council meeting of March 7, 2022 5) Minutes of regular City Council meeting of March 21, 2022 6) Minutes of regular City Council meeting of April 4, 2022 7) Minutes of regular Planning Commission meeting of March 9, 2022 8) Adopt Resolution approving the new Class Specification of Police Officer Trainee and adding it to the Miscellaneous Unit complement at Salary Grade 115 (Resolution No. 2022-27)
9) Acceptance of $260 donation from The Wonderful Company for Community and Crime prevention Events.
10) Authorizing the purchase of SC3000 asphalt paving material in the amount of $299,982.33 from Jaxon Enterprise dba Deer Creek Asphalt from Redding, CA, based on the approved 2022/2023 Budget, effective July 1, 2022, and authorization for the City Manager to sign any change orders up to the approved amount
11) Resolution approving the purchase of one (1) new 2022 Backhoe Loader Caterpillar Model 420 for $169,948.71 from Quinn Company and authorizing the city manager, or her designee, to execute all required documents (Resolution No. 2022-28)
12) Adoption of Resolutions Initiating Annual Assessment Proceedings, Intention to Levy Assessments, and Scheduling of a Public Hearing for the Landscape Maintenance Districts within the City of Delano and to Authorize the County of Kern to Make Collection of the same (Resolution No. 2022-29) (Resolution No. 2022-30)
13) Approval of agreement with Ruettgers & Schuler Civil Engineers for $62,000.00 to provide design services for the construction of traffic signals at the intersections of Fremont and Ellington Streets with 11th Avenue, and authorization for the city manager to execute the agreement and any other documents needed to carry this out (Agreement No. 2022-37) Motion was made by: Morris to approved items 1 – 13 on consent; 2nd by: Alindajao
Vote: 3-0
Ayes: Osorio/ Alindajao/Morris
Nays: None
Absent: Vasquez/Solorio-Ruiz
Abstentions: None
PUBLIC HEARINGS
14) Public hearing to obtain public comments for the proposed City of Delano's Rapid Transit Program of projects for fiscal year 2022/2023
Staff report provided by Transit Manager Zamora.
Mayor Osorio opened public hearing.
Mayor Osorio opened public comment.
Anita Lopez asked how long the general public will be able to ride transit for free.
Transit Manager Zamora responded until June 30, 2023.
Mayor Osorio Closed public comment.
Mayor Osorio shared his approval for the free service.
Motion made by: Morris
2nd by: Alindajao
Vote: 3-0
Ayes: Osorio/ Alindajao/Morris
Nays: None
Absent: Vasquez/Solorio-Ruiz
Abstentions: None
REGULAR AGENDA
15) Discussion and direction for an appointment regarding an expiring term on the Planning Commission
Staff report provided by City Clerk Chavez.
Mayor Osorio opened public comment.
Frank Herrera III shared about his background and qualifications.
Pastor David Vivas shared his support for Frank Herrera.
Marcela Martinez shared her support for Frank Herrera.
Yolanda Vega shared her support for Frank Herrera.
Ida Ramirez shared her support for Frank Herrera.
Suzanne Villaruz shared her support for Frank Herrera.
Claribel Gutierrez shared his support for Frank Herrera.
Arthur Rodriguez shared his support for Frank Herrera.
Guadalupe Martinez shared his support for Frank Herrera.
Anthony Cortez shared his support for Frank Herrera.
Mayor Osorio closed public comment.
Council Member Morris shared her support for Frank Herrera.
Council Member Alindajao shared his support for Frank Herrera.
Motion made by: Alindajao
2nd by: Morris
Vote: 3-0
Ayes: Osorio/ Alindajao/Morris
Absent: Vasquez/Solorio-Ruiz
Nays: None
Abstentions: None
DEPARTMENTAL REPORTS
Engineer Dowling’s update on street improvements was tabled.
COUNCIL STATEMENTS AND REPORTS
Council Member Alindajao: Shared that he attended the Memorial Day ceremony event with American Legion in honoring the veterans from Delano. He congratulated Sylvia Bermudez’s daughter for graduation from Howard Law School. Lastly, he encouraged the Mayor to try and keep the agendas short in order to provide accessibility to the public for participation and input.
Council Member Morris: She provided the Cal Cities – San Joaquin Division Legislative Report for Community Services Group. She stated the top five issues facing the State of California are 1.
Homelessness, 2. Childcare, 3. Seniors & Aging, 4. Parks & Open Spaces and Disaster Preparedness. She also shared about her term on LAFCO coming to an end. Lastly, she shared her condolences to Council Member Solorio-Ruiz for the loss of his brother.
Council Member Solorio-Ruiz: Absent.
Mayor Pro Tem Vasquez: Absent.
Mayor Osorio: He extended his condolences to Council Member Solorio-Ruiz and his family.
He thanked staff for their work and would like staff to follow up on residents’ concerns. He requested a discussion and a letter of support for Vision Act at future meeting. He also asked for a presentation from Bakersfield College regarding grant funding at a future meeting.
Moved for Closed Session by: Morris
2nd by: Alindajao
Time: 6:47PM
Vote: 3-0
Ayes: Osorio/Alindajao/Morris
Nays: None
Absent: Vasquez/Solorio-Ruiz
Abstentions: None
The City Clerk was excused. City Manager Reyna was appointed as Acting City Clerk. City Manager Reyna, City Attorney Richman and Chief of Police Davis were present.
CLOSED SESSION
16) PUBLIC EMPLOYEE PERFORMANCE EVALUATION - Govt. Code Section 54957: City Manager
Action: No reportable action.
Moved for Opened Session by: Morris
2nd by: Alindajao
Time: 7:15PM
Vote: 3-0
Ayes: Osorio/Alindajao/Morris
Nays: None
Absent: Vasquez/Solorio-Ruiz
Abstentions: None
RETURN TO GENERAL SESSION
ADJOURNMENT
Moved by Council Member Morris, seconded by Alindajao, and unanimously carried 3-0 to adjourn the meeting at 7:16p.m.
_____________________________________________
Ricardo G. Chavez, City Clerk
CITY OF DELANO
STAFF REPORT
June 21, 2022
Agenda Item: 4
TO: Honorable Mayor and Members of the City Council
FROM: Maribel Reyna, City Manager
By: Sumeet Batth-Chavez, Recreation Manager
SUBJECT: Approval of the acceptance of donation in the amount of $500.00 for City of Delano Senior Center
Recommendation
Staff recommends that the City Council accept the donation.
Discussion
The City of Delano received a donation in the amount of $500.00 on behalf of the Wonderful Company Foundation. The donation was made for the intent of utilizing the funds for various Senior Center programs.
Budget Impact
The donation will be deposited into a general fund account 15-3955.
Attachment(s)
Copy of Check
CITY OF DELANO
STAFF REPORT
June 21, 2022
Agenda Item: 5
TO: Honorable Mayor and Members of the City Council
FROM: Maribel Reyna, City Manager
By: Sumeet Batth-Chavez, Recreation Manager
SUBJECT: Approval of the acceptance of donation in the amount of $500.00 for City of Delano Senior Center
Recommendation
Staff recommends that the City Council accept the donation.
Discussion
The City of Delano received a donation in the amount of $500.00 on behalf of the Wonderful Company Foundation. The donation was made for the intent of utilizing the funds for various Senior Center programs.
Budget Impact
The donation will be deposited into a general fund account 15-3955.
Attachment(s)
Copy of Check
CITY OF DELANO
STAFF REPORT
June 21, 2022
Agenda Item: 6
TO: Honorable Mayor and Members of the City Council
FROM: Maribel Reyna, City Manager
By: Sumeet Batth-Chavez, Recreation Manager
SUBJECT: Approval of the acceptance of donation in the amount of $500.00 for City of Delano Recreation Department
Recommendation
Staff recommends that the City Council accept the donation.
Discussion
The City of Delano received a donation in the amount of $500.00 on behalf of the Wonderful Company Foundation. The donation was made for the intent of utilizing the funds for various Recreation programs.
Budget Impact
The donation will be deposited into a general fund account 01-3955.
Attachment(s)
Copy of Check
CITY OF DELANO
STAFF REPORT
June 21, 2022
Agenda Item: 7
TO: Honorable Mayor and Members of the City Council
FROM: Maribel Reyna, City Manager
By: Sumeet Batth-Chavez, Recreation Manager
SUBJECT: Approval of the acceptance of donation in the amount of $100.00 for City of Delano Senior Center
Recommendation
Staff recommends that the City Council accept the donation.
Discussion
The City of Delano received a donation in the amount of $100.00 on behalf of Maria Martinez. The donation was made for the intent of utilizing the funds for various Senior Center programs.
Budget Impact
The donation will be deposited into a general fund account 15-3955.
Attachment(s)
Copy of Check
CITY OF DELANO
STAFF REPORT
June 21, 2022
Agenda Item: 8
TO: Honorable Mayor and Members of the City Council
FROM: Maribel Reyna, City Manager
By: Viviana Zamora, Transportation Manager
SUBJECT: CITY COUNCIL OF THE CITY OF DELANO TO ADOPT THE CITY OF DELANO’S 2022 TRANSIT ASSET MANAGEMENT
PLAN (TAM) TO MEET PROGRAM REQUIREMENTS TO
RECEIVE FINANCIAL ASSISTANCE UNDER SECTION 5307.
Recommendation
Staff recommends City Council of the City of Delano to adopt the City of Delano’s 2022 Transit Asset Management Plan (TAM) to meet the TAM rule (49 CFR part 625) requirement which is set of federal regulations that sets out minimum asset management practices for transit providers.
Discussion
On July 26, 2016, FTA published the Transit Asset Management (TAM) Final Rule. The purpose of the rule is to help achieve and maintain a state of good repair (SGR) for the nation’s public transportation assets. The regulations apply to all Transit Providers that are recipients of Federal financial assistance under 49 U.S.C. Chapter 53 and own, operate, or manage transit capital assets used in the provision of public transportation.
The Final rule groups transit providers into two categories: Tier 1 and Tier II. The City of Delano falls under the Tier II category since the Transit Department operates less than 100 vehicles. A TAM plan must be updated in its entirety at least every 4 years, and it must cover a horizon period of at least 4 years.
Budget Impact
There is no budget impact.
Attachment(s)
2022 City of Delano TAM Plan
2022
City of Delano
1120 Glenwood St
Delano, CA 93215
DELANO AREA RAPID TRANSIT (DART)
TRANSIT ASSET MANAGEMENT (TAM) PLAN
Adopted DATE:_06/21/2022_______
TRANSIT ASSET MANAGEMENT (TAM) PLAN 2022
Transit Asset Management (TAM) Plan
TAM PLAN NAME: DELANO AREA RAPID TRANSIT (DART)
TAM PLAN TYPE: TIER II
AGENCY NAME: CITY OF DELANO
CITY MANAGER: MARIBEL REYNA
ACCOUNT EXECUTIVE/DEPARTMENT INDIVIDUAL:
VIVIANA ZAMORA, TRANSPORTATION MANAGER
ADOPTED ON JUNE 21, 2022
__________________________________________ ______________________________________ Maribel Reyna, City Manager Viviana Zamora, Transportation Manager I, Viviana Zamora , hereby certify on 06/21/2022 that the information provided in this TAM Plan is accurate, correct and complete.
TRANSIT ASSET MANAGEMENT (TAM) PLAN 2022
EXCUTIVE SUMMARY|INTRODUCTION
Delano Area Rapid Transit (DART) is the public transportation program for the City of Delano.
The City of Delano, with a population of approximately 53,000 is the second largest city in Kern County. DART offers convenient service to major shopping areas, medical facilities, schools, and recreational points of interest.
DART operates a fleet of 17 vehicles as follows: (7) 33 foot Diesel Cutaways and (2) 32.5 foot Compressed Natural Gas Cutaways, (2) 23 foot Compressed Natural Gas Cutaway, (3) Class D Dodge Braun Entervans and 3 Ford Nor Cal Vans. Service is available on weekdays from 7:00 a.m. through 5:00 p.m. with limited service on Saturday. The service does not operate on Sunday or designated holidays. Timed transfers are made with intercity and commuter bus service.
Delano Area Rapid Transit (DART) operates two types of services:
• Intra-city Fixed Route: Four (4) fixed routes and (1) Saturday Looper within the City of Delano;
• Dial-A-Ride: ADA complimentary paratransit services are responsible for public transportation service that provides origin to destination service to seniors and persons with disabilities in the DART service area within the city limits of Delano and the surrounding unincorporated areas of Kern County.
DART’s Paratransit service hours mirror those of the fixed route service. Requests for service require a minimum one-day advance notice; same-day reservations are not accepted. As a recipient of federal funding, DART is required by the Federal Transit Administration (FTA) to prepare a Transit Asset Management (TAM) Plan to optimize the utilization of its capital assets.
Capital assets as defined by the FTA include rolling stock (revenue vehicles), equipment (nonrevenue vehicles), and facilities.
The purpose of this TAM Plan is to document the condition of the various assets and prepare for replacement based on each asset type’s useful life. The TAM Plan also provides a framework for effective decision-making with respect to capital assets. It is part of an overall mindset of continuous improvement and striving toward a high state of good repair for all capital assets.
Performance Targets and Measures
Agency
Name
Asset
Category
Asset Class 2022
Target
2023
Target
2024
Target
2025
Target
2026
Target
2027
Target
TRANSIT ASSET MANAGEMENT (TAM) PLAN 2022
City of
Delano
Equipment Non
Revenue\Service
Automobile
0% 5% 10% 15% 20%
City of
Delano
Equipment Non
Revenue\Service
Automobile
0% 5% 10% 15% 20%
City Of
Delano
Equipment Non
Revenue\Service
Automobile
40% 45% 50% 55% 60%
City of
Delano
Equipment CNG Station 5% 5% 5% 10% 10%
City of
Delano
Equipment Security Cameras 80% 90% 100% 100% 100%
City of
Delano
Equipment Non
Revenue\Service
Automobile
0%
City of
Delano
Equipment Other Rubber Tire
Vehicles
0%
City of
Delano
Facilities Non Revenue Service
Automobile
30% 35% 40% 45% 50%
City of
Delano
Facilities Administrative\
Maintenance
Facilities
0%
City of
Delano
Facilities Passenger Facilities 0%
City of
Delano
Facilities Administration 5% 10% 10% 10% 10%
City of
Delano
Facilities Maintenance 10% 10% 10% 10% 10%
City of
Delano
Revenue
Vehicles
CU‐ Cutaway Bus 55% 27% 81% 0% 27%
City of
Delano
Revenue
Vehicles
MV‐ Mini‐Van 50% 50% 50% 50% 50%
City of
Delano
Revenue
Vehicles
CU‐ Cutaway 11% 24% 36% 48% 60% 72%
City of
Delano
Revenue
Vehicles
VN‐ Van 50% 50% 50% 50% 50% 50%
TAM Goals
Goals Objectives
TRANSIT ASSET MANAGEMENT (TAM) PLAN 2022
Increase ridership by 1% every
year for the next five years.
Year 1 - Provide Free Fares for Fixed Route and Dial-A-Ride (2022-2023) Year 2 - Provide discounted fares Fixed Routes and Dial A Ride.
Fixed Route fares $.25 and DAR $.50 (2023-2024)
Year 3 - Provide discounted fares Fixed Routes and Dial A Ride.
Fixed Route fares $ .50 and DAR $1.00 (2024-2025)
Year 4 - Fixed Route fares $1.00 and DAR $2.00 (2025-2026) Year 5 - Fixed Route fares $1.50 and DAR $3.00 (2026-2027) Capital Asset Inventory
Asset Inventory Summary
Asset Category\Class Total Number Avg Age Avg Mileage Avg Replacement Cost\Value
Tot
Cos
CU‐ Cutaway Bus 11 6.4 13,796 $132,142.73 $ 1
Equipment 3 2.0 N/A $ 23,076.67 $69
Non Revenue\Service
Automobile
2 1.0 N/A $20,615.00 $41
Other Rubber Tire
Vehicles
1 4.0 N/A $28,000.00 $28
Facilities‐
Maintenance and
Transit Facilities
2 32.0 N/A $1,365,920.00 $2,
Administration 1 17.0 N/A $1,416,510.00 $ 1
Maintenance 1 47.00 N/A $1,315,330.00 $3,
TRANSIT ASSET MANAGEMENT (TAM) PLAN 2022
Vans 6 4 $35,070 $360,000 $36
Facilities‐Bus Shelters 28 5 N/A $375,900 $37
Condition Assessment
Condition Assessment: Please see Appendix A (Asset Condition Data) for individual asset condition listing (Asset List 2022)
Asset Condition Summary
Asset
Category\Class
Total
Number
Avg
Age
Avg
Mileage
Avg
Replacement
Cost\Value
Total
Replacement
Cost\Value
% At or
Exceeds
ULB
% of
Track
Miles
in
Slow
Zone
Number
of
Facilities
less than
3 on
TERM
scale
Revenue
Vehicles
11 6.4 13,796 $132, 142.73 $1,453,570.00 73% N/A 4
Vans 6 4 35070 $61,000 $366,000 50% N/A 3
Equipment 3 2.0 N/A $23,076.67 $69,230.00 0% N/A 0
Non
Revenue\Service
Automobile
2 1.0 N/A $20,615.00 $41,230.00 0% N/A 0
Other rubber
Tire Vehicles
1 4.0 N/A $28,000.00 $28,000.00 0% N/A 0
Facilities‐Bus
Shelters
28 5 N/A $13,425.74 $375,900.00 0% N/A 0
Administration 1 17.0 N/A $1,416,510.00 $1,416,505.00 N/A N/A 0 Maintenance 1 47.00 N/A $1,315,330.00 $1,315,334.00 N/A N/A 0 TRANSIT ASSET MANAGEMENT (TAM) PLAN 2022
Decision Support
Decision Support Tools
The following tools are used in making investment decision:
Process Tool
The City of Delano prioritizes
replacement of equipment
by the age of the asset and
its useful life
Staff reviews the prioritization schedule based on the useful life of the asset. If there are assets that have the same useful life, staff will determine which asset has had upkeep costs.
Decision Support
Investment Prioritization
Project Name Project Year Asset Category Asset Class Cost Replacement of 2 2014
Diesel Buses
2023 Revenue Vehicles CU‐ Cutaway Bus $500,000.00
Replacement of 2‐2014
Diesel Buses
2022 Revenue Vehicles CU‐ Cutaway Bus $500,000.00
APPENDIX "A"
DELANO AREA RAPID TRANSIT FLEET
21‐22
CATEGORY ‐ ROLLING STOCK
Fleet # Make Make Year Retired License # VIN Passenger Capacity Fuel Type 7/1/2021
Mileage
FTA Useful
Life TERM Scale
Eligible For
Replacement Funding
Acquisition
Date
Acquisition
Cost % Fed/Local Grant Number Title Holder Location
Replaced
Vehicle Id of Asset
Inventory
Date
3517 Ford 550 Cutaway 2013 1418630 1FDGF5GT5DEB14901 24 and 2 WC, or 30 passengers Diesel 159,522 7 2 2020 TDA 11/15/2013 City of Delano 725 s Lexington Directly Operated & Maintained 7/1/2021 3518 Ford 550 Cutaway 2013 1418629 1FDGF56T0DEG54237 24 and 2 WC, or 30 passengers Diesel 151,041 7 2 2020 TDA 11/15/2013 City of Delano 725 s Lexington Directly Operated & Maintained 7/1/2021 3519 Ford 550 Cutaway 2013 1418754 1FDGF5GT2DEB54238 24 and 2 WC, or 30 passengers Diesel 149,265 7 2 2020 TDA 11/21/2013 City of Delano 725 s Lexington Directly Operated & Maintained 7/1/2021 3520 Ford 550 Cutaway 2013 1418700 1FDGF5GT4DEB54239 24 and 2 WC, or 30 passengers Diesel 154,822 7 2 2020 TDA 12/10/2013 City of Delano 725 s Lexington Directly Operated & Maintained 7/1/2021 3522 Ford 550 Cutaway 2015 1472499 1FDGF5GT1FED20199 24 and 2 WC, or 30 passengers Diesel 100,422 7 3 2022 5307 10/13/2015 130,457.00 80/20 CA‐90‐Z255 City of Delano 725 s Lexington B‐6 Directly Operated & Maintained 7/1/2021 3523 Ford 5500 Cutaway 2015 1472500 1FDGF5GT1FED20200 24 and 2 WC, or 30 passengers Diesel 102,295 7 3 2022 5307 10/13/2015 130,457.00 80/20 CA‐90‐Z255 City of Delano 725 s Lexington 3502 Directly Operated & Maintained 7/1/2021 3524 Ford 5500 Cutaway 2015 1472498 1FDGF5GT4FED20201 24 and 2 WC, or 30 passengers Diesel 86640 7 3 2022 5307 10/13/2015 130,457.00 80/20 CA‐90‐Z255 City of Delano 725 s Lexington 3505 Directly Operated & Maintained 7/1/2021 3527 Dodge Minivan 2015 1474037 2C7WDGBG6FR652124 3 and 1 W/C, or 6 Passengers Gas 41,833 4 3 2019 5307 3/17/2016 47,350.95 80/20 2016‐105‐00 City of Delano 725 s Lexington 3512 Directly Operated & Maintained 7/1/2021 3528 Dodge Minivan 2015 1474035 2C7WDGBG6FR642869 3 and 1 W/C, or 6 Passengers Gas 4,437 4 2 2019 5307 3/17/2016 47,350.95 80/20 2016‐105‐00 City of Delano 725 s Lexington 3513 Directly Operated & Maintained 7/1/2021 3529 Dodge Minivan 2015 1474036 2C7WDGBG6FR642872 3 and 1 W/C, or 6 Passengers Gas 35,143 4 2 2019 5307 3/17/2016 47,350.95 80/20 2016‐105‐00 City of Delano 725 s Lexington 3514 Directly Operated & Maintained 7/1/2021 3530 Ford Cutaway 2017 1528734 1FDFE4FS5HDC32444 12 and 2 W/C CNG 28356 7 2 2024 5339 8/10/2017 108,928.00 85/15 2017‐106‐01 City of Delano 725 s Lexington 3504 Directly Operated & Maintained 7/1/2021 3535 Ford Cutaway 2017 1544724 1FDAF5GY1JEB99670 20 and 2 WC, or 24 passengers CNG 11641 5 4 2023 5339 11/6/2018 169,085.00 85/15 2018‐072‐00 City of Delano 725 s Lexington 3506 Directly Operated & Maintained 7/1/2021 3536 Ford Cutaway 2019 1581470 1FDFE4FSXKDC46816 12 and 2 W/C CNG 1167 7 4 2026 5339 11/14/2019 111,003.34 85/15 2019‐062‐00 City of Delano 725 s Lexington 3501 Directly Operated & Maintained 7/1/2021 3537 Ford Cutaway 2021 1617967 1FDUF5GN7MDA03468 20 and 2 WC, or 24 passengers CNG 2801 7 5 2028 5339 5/24/2021 193,578.01 85/15 2020‐063‐00 City of Delano 725 s Lexington 3516 Directly Operated & Maintained 7/1/2021 3538 Ford Van 2021 1622361 1FMZK1C86LKA91921 3 and 1 W/C, or 6 Passengers GAS 330 4 5 2025 5339 7/14/2021 63,270.93 85/15 (100 TC) 2021‐179‐00 City of Delano 725 s Lexington 3509 Directly Operated & Maintained 11/1/2021 3539 Ford Van 2021 1622351 1FMZK1C86LKB21029 3 and 1 W/C, or 6 Passengers Gas 236 4 5 2025 5339 7/14/2021 63,270.93 85/15 (100 TC) 2021‐179‐00 City of Delano 725 s Lexington 3510 Directly Operated & Maintained 11/1/2021 3540 Ford Van 2021 1622352 1FMZK1C8XLKB24211 3 and 1 W/C, or 6 Passengers Gas 234 4 5 2025 5339 7/14/2021 63,270.93 85/15 (100 TC) 2021‐179‐00 City of Delano 725 s Lexington 3511 Directly Operated & Maintained 11/1/2021 CATEGORY ‐ NON REVENUE VEHICLES
3533 Ford Truck 2018 5 Passengers GAS 4 City of Delano 725 s Lexington 7/1/2021 3534 Trailer Plus 2018 N/A 4 City of Delano 725 s Lexington 7/1/2021 3541 Chevrolet Car 2021 1626570 1G1ZB5ST3MF085157 5 Passengers Gas 6 5 5 2026 5307‐6 12/22/2021 20,615.10 100 2020‐245‐00 City of Delano 725 s Lexington None Directly Operated & Maintained 12/22/2021 3542 Chevrolet Car 2021 1626569 1G1ZB5ST7MF085128 5 Passengers Gas 8 5 5 2026 5307‐6 1/6/2022 20,615.10 100 2020‐245‐00 City of Delano 725 s Lexington 3515 Directly Operated & Maintained 1/6/2022 CATEGORY ‐ FACILITIES
Asset
Category Asset Class Asset Name Year ID/Serial Asset Owner Years Replacement Value Useful Life Past Useful
Life
Federally
Funded TERM SCALE
Eligible For
Replacement Funding
Acquisition
Date
Acquisition
Cost % Fed/Local Grant Number Id of Asset Inventory Date Facilities
Maintenance
Facility Maintenance Yard 1975 725 S Lexington City of Delano 47 Years 1,315,334.00 50 years No No 3 2025 TDA Facilites Transit Facility Transit Center 2005 1120 Glenwood St. City of Delano 17 Years 1,416,505.33 25 Years No No 4 2030 TDA Facilities Bus Shelter Jefferson & 11th 2017 RT 1 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter Jefferson & 13th Ave 2017 RT 1 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Jefferson & Cecil @
Emmanuel 2017 RT 1 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Kensignton & Cecil @
State Market 2017 RT 1 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Randolph & Cecil NW @
Tony's Pizza & Vallarta 2017 RT 1 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Browning & Cecil @
Lavina School 2017 RT 1 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Garces Hwy @ Triangle
Eye 2017 RT 1 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Jefferson & 9th @
Vallarta 2 2017 RT 1 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Ellington @ Senior
Center 2017 RT 2 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter 8th Ave & Dover Place 2017 RT 2 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Albany St. & 8th
(Cemetary) 2017 RT 2 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Albany St @ Casa
Hernandez Senior Living 2017 RT 2 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Lexington St. & Garces
Hwy @ Pediatrics 2017 RT 2 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Lexington St. @ Armory
Hall/City Yard 2017 RT 2 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
High St & Main St @
Trailer Park 2017 RT 2 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Jefferson St & Midblock
6th & Garces Hwy @
Jefferson Park 2017 RT 2 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
22nd & Jasmine @
Jasmine Heights Apts 2017 RT 3 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Girard & South of County
Line @ Social Security
Office 2017 RT 3 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
County Line Rd & Kalibo
St. @ KMART 2017 RT 3 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter Browning & Carrillo 2017 RT 3 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Cecil & Randolph @ Rite
Aid 2017 RT 3 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Albany Park & 20th @
Albany Park 2017 RT 4 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Albany St & W. 19th ‐
open field 2017 RT 4 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Albany St & 1st Ave @
1313 Albany Apts 2017 RT 4 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter 11th St & Albany St. 2017 RT 4 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
11th St & Almond Tree
Way 2017 RT 4 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilities Bus Shelter
Timmons & Delores @
Bakersfield College Ext. 2017 RT 4 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
Facilites Bus Shelter
Hiet & Franciscan @ RFK
High School 2017 RT 4 City of Delano 5 Years $13,425.74 10 Years No Yes 5 2027 5339 9/30/2017 $13,425.74 85/15 2017‐106‐01 Directly
Operated &
Maintained 7/1/2021
CITY OF DELANO
STAFF REPORT
June 21, 2022
Agenda Item: 9
TO: Honorable Mayor and Members of the City Council
FROM: Maribel Reyna, City Manager
By: Christopher Mynk, Interim Community Development Director SUBJECT: Introduction and first reading amending Chapter 10.10 Parking Violations - Fines, Penalties and Administrative Fees Section 10.10.020.B Fines and Penalties for Delano Municipal Code Parking Violations
_____________________________________________________________________________ Recommendation
It is recommended that the City Council:
1. Conduct the Public hearing.
2. Introduction and First Reading of Ordinance Amending Chapter 10.10 Parking Violations - Fines, Penalties and Administrative Fees Section 10.10.020.B Fines and Penalties for Delano Municipal Code Parking Violation
Background
On May 5, 2008, the City Council adopted Ordinance No. 2008-1175, amending Title 10 of the Delano Municipal Code by deleting Chapters 10.08, 10.17, 10.18, 10.19, 10.21, 10.28, 10.32 and
10.36 and amending Chapters 10.4, 10.10, 10.12, 10.16, 10.20, 10.24 and 10.40 related to vehicles and traffic.
On August 3, 2009, the City Council adopted Ordinance No. 2009-1199, repealing Section
10.10.020 of the Delano Municipal Code in its entirety, and adopting a new Section 10.10.020, Penalties, that increase Parking Fines, Penalties, and Administrative Fees to correspond in accordance with Government Code Section 70372(b), and Senate Bill 1407.
Amendment of Chapter 10 10
Due to clerical inconsistency within Chapter 10.10 Parking Violations - Fines, Penalties and Administrative Fees Section 10.10.020.B Fines and Penalties for Delano Municipal Code Parking Violations the following clarifications are shown in underline and strikethrough below:
Vehicle Code
Section
Nature of Offense Parking Penalty Late
Payment/Penalty
2 M10.16.35
M10.16.230
Parking of
commercial vehicle in
residential district R-1
R-4 - R-3
$150.00 $30.00
M10.12.020 Failure to obey signs
or regulations
39.50 7.90
M10.16.120 Parking prohibited in
designated place
39.50 7.90
M10.16.360
M10.16.270
Commercial vehicles
not on truck route
150.00 30.00
M10.10.130
M10.40.085
Unattended vehicle
with engine running
54.50 10.90
M10.40.080 Nuisance vehicle
abatement
All City Costs 11.00
CEQA Determination
This amendment is covered by the General Rule Exemption, Section 15061(b)(3) of the California Environmental Quality Act (CEQA) that states that if there is no possibly of a significant impact, the project is not subject to CEQA review.
Fiscal Impact
There is no direct fiscal impact to the general fund for this revision.
Attachments:
Draft Ordinance including Exhibit A
DRAFT ORDINANCE
AN ORDINANCE OF THE CITY OF DELANO AMENDING CHAPTER 10.10 PARKING
VIOLATIONS-FINES, PENALTIES AND ADMINISTRATIVE FEES SECTION
10.10.020.B FINES AND PENALTIES FOR DELANO MUNICIPAL CODE PARKING
VIOLATIONS
The City Council of the City of Delano, California, does ordain as follows:
Section 1. Title 10 of the Delano Municipal Code is hereby amended Chapter 10.10 as set forth in Exhibit “A” attached hereto.
Section 2. Severability. If any section, subsection, sentence, clause, or phrase of this Ordinance is, for any reason, held to be unconstitutional or invalid or invalid, such decision shall not affect the validity of the remaining portions of this Ordinance. The City Council declares that it would have adopted this Ordinance and each section, subsection, sentence, clause or phrase of the Ordinance in spite of the fact that any one or more or the same be declared unconstitutional or invalid.
Section 3. The City Clerk is hereby ordered and directed to certify the passage of this Ordinance and to cause this Ordinance to be prepared according to law to be published in accordance with law in a newspaper of general circulation in the City.
PASSED AND ADOPTED this 21st day of June, 2022, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
ATTEST: ___________________
Ricardo G. Chavez, City Clerk
APPROVED: _______________________
Bryan Osorio, Mayor
EXHIBIT A
Delano, California, Code of Ordinances
(Supp. No. 9)
Chapter 10.10 PARKING VIOLATIONS—FINES, PENALTIES AND ADMINISTRATIVE FEES1
Sections:
10.10.010 Purpose.
The California Legislature through Vehicle Code, Section 40200 et seq. has made effective July 1, 1993, violations of local, state and federal regulations with respect to the standing of or parking of this chapter is to set forth penalties and administrative fees for and provide procedural standards for administrative collection, investigation and review process to insure that the collection of any fines, penalties or administrative fees regarding standing or parking violations shall be consistent with and pursuant to state law. This chapter shall establish fines, penalties, and administrative fees for all violations of Chapter 10 et seq. (Ord. 2008-1175 § 1(part), 2008).
10.10.020 Penalties.
A. fines and penalties for violations of the California Vehicle Code are as follows Vehicle Code
Section
Nature of Offense Parking Penalty Late Payment/
Penalty
4000(A)1 Registration required $39.50 $7.90
4152.5 Failure to apply for foreign vehicle
registration
39.50 7.90
4461(A) Improper use of proof of
registration
39.50 7.90
4462(B) Evidence of registration wrong
vehicle
39.50 7.90
4464 Altered license plate 105.00 21.00
5200 Display of license plate 39.50 7.90
5201 Position of plate 39.50 7.90
5202 License plate vehicle with out
proper display
39.50 7.90
5204(A) Tabs 69.50 13.90
9400 Commercial weight fees due 34.50 6.90
22500(A-K) Improper parking 34.50 6.90
22500.1 Parking in a fire lane 100.00 20.00
22500(1) Parking in a handicap curb cut out 285.00 57.00 1 Prior ordinance history: Ords. 953 and 955.
(Supp. No. 9)
22502(A)(E) Parking more than 18" away from
right hand curb
34.50 6.90
22505(A) Posted no parking on State
Highway
34.50 6.90
22507.8AB Parking in handicap space 313.00 60.26
22513(A) Tow cars-parking on freeway 39.50 7.90
22514 Unattended vehicle requirements
15 ft. of fire hydrant
105.00 21.00
22515A Unattended vehicle 34.50 6.90
22515B Vehicle left standing on highway
w/out setting brake or blocking
wheels
34.50 6.90
22516 Locking vehicle with person inside
the vehicle
105.00 21.00
22517 Opening door on traffic side 49.50 9.90
22521 Illegal to park on railroad tracks 105.00 21.00
22522 Parking near sidewalk access ramp 286.00 57.20
22523(A) Abandon vehicle on highway 104.50 20.90
22523(B) Abandon vehicle on public/private
property w/out consent
105.50 21.10
22526(A) Blocking intersection prohibited 109.50 21.90
22951 Parking blocking the alley 54.50 10.90
23333 Stopping or parking on a bridge 34.50 6.90
23336 Violation of posted signs
regulations
39.50 7.90
26700(B) Windshields 39.50 7.90
26708(A) 1, 2 Application of material to
windows
39.50 7.90
26708.5 Application of transparent to
windows
39.50 7.90
26710 Defective windshield or rear
window
39.50 7.90
B. Fines and penalties for Delano Municipal Code parking violations:
Vehicle Code
Section
Nature of Offense Parking Penalty Late Payment/
Penalty
M10.16.230 Parking of commercial vehicle in
residential districts R-1 R-4
$150.00 $30.00
M10.12.020 Failure to obey signs or regulations 39.50 7.90
(Supp. No. 9)
M10.16.120 Parking prohibited in designated
place
39.50 7.90
M10.16.270 Commercial vehicles not on truck
route
150.00 30.00
M10.40.085 Unattended vehicle with engine
running
54.50 10.90
M10.40.080 Nuisance vehicle abatement All City Costs 11.00 C. The above fines and penalty schedule is based on a single violation per citation. For multiple violations on any citation, an additional nine dollars and fifty cents penalty per violation shall be charged to the violator.
Penalties remitted are separate from the ticket sign-off fees charged by the city as established by city resolution.
D. In the event fines and penalties are amended by the State of California, the chief of police, or his designee, shall be authorized to amend such fines and penalties contained within this section as may be required to comply with such changes by the State of California, without approval of the city council.
E. For those sections of the Vehicle Code or this Code regarding the standing or parking of vehicles which are not listed in subsections A or B, the parking penalty for violation of those sections shall be thirty-five dollars and if the fine is not paid as specified in this chapter, a late payment penalty of five dollars shall be added to the parking penalty.
(Ord. 2008-1175 § 1(part), 2008).
(Ord. No. 2009-1199, § 1, 8-3-2009)
10.10.030 Administrative fee.
If the parking penalty is not paid within twenty-one days from the notice of parking violation or fourteen days of the first notice of delinquent parking violation and/or if the parking violation has not been successfully contested, a ten-dollar administrative fee and late payment/penalty will be added to, and included in the parking penalty.
(Ord. 2008-1175 § 1(part), 2008).
10.10.040 Late payment penalty.
If the fine is not paid within ten days of the second notice of delinquent parking violation, an additional late payment penalty equaling twenty percent of the total of the fine, penalties and administrative fees already assessed will be added to the fine.
(Ord. 2008-1175 § 1(part), 2008).
10.10.050 Administrative review.
A. Within twenty-one days from the notice of parking violation or fourteen days from the mailing of the first notice of delinquent parking violation, a person by either written request, telephone or in person may request, review by the city regarding the notice of parking violation or first notice of delinquent parking
(Supp. No. 9)
violation. This review is only to determine the validity of the citation. An administrative review request must be completed by the contesting party if the request is made in person, or by the city employee who receives a written or telephone request for such review. There shall be no charge for an administrative review of a parking citation. No administrative review will be only conducted if the violator contests the parking citation in the manner established by Section 40215(a) of the California Vehicle Code. Administrative review requests that falls outside of the time constraints listed in Section 40215(a), supra, will be denied by the hearing officer.
B. The results of the city's review shall be mailed by the hearing officer to the person seeking review within fifteen days of the request for the review. Denials of an administrative review will be mailed within five business days stating the reason the request for administrative review was made. (Ord. 2008-1175 § 1(part), 2008).
10.10.060 Administrative hearing.
A. A person dissatisfied with the results of the investigation pursuant to Section 10.10.050 may request a hearing by depositing the full amount of the parking penalty with the city and providing a written explanation to the city as to why the parking violation is being contested within twenty-one days of the mailing of the results of the investigation.
B. The person requesting an administrative hearing shall indicate to the city his or her election for a hearing by mail or personal conference.
C. If the person requesting a hearing is a minor, that person shall be permitted to appear at a hearing or admit responsibility for a parking violation without the necessity of the appointment of a guardian. The city may proceed against that person in the same manner as if that person were an adult within ninety days of the request for hearing.
D. All administrative reviews and administrative hearings shall be conducted before a hearing officer designated by the city manager to conduct the review by the city.
E. The officer or person authorized to issue a notice of parking violation shall not be required to participate in the administrative hearing. The city shall not be required to produce any evidence at the hearing other than the notice of parking violation or copy thereof, and information received from the department of motor vehicles identifying the registered owner of the vehicle. The documentation in proper form shall be considered prima facie evidence of the violation.
F. The hearing shall be conducted in accordance with the written procedure established by the city which shall insure fair and impartial review of contested parking violations. The city's final decision may be delivered personally to the person by the examiner or to the person by first class mail within ten days of the hearing. (Ord. 2008-1175 § 1(part), 2008).
10.10.070 Relief from deposit requirements.
The city will not require the deposit as stated in Section 10.10.060(A) from any person who can offer verifiable and substantial proof that he or she is either indigent or that their vehicle has been impounded or immobilized by the city and the vehicle will remain impounded or immobilized during the time he or she is contesting the parking violation. In indigent cases other than, when violator requests to make payments upon the results of an administrative review, and based upon financial hardship, the administration review officer may allow payments to the city. However, all fees must be paid within sixty days from approval. (Ord. 2008-1175 § 1(part), 2008).
(Supp. No. 9)
10.10.080 Alternative payment methods.
The hearing officer, with the approval of the city manager, may authorize a violator to makeup to six equal installment payments for parking violations and all applicable late payment penalties, if any, but in no case shall installments be made for more than one hundred eighty days from the date installments are authorized.
Installment payments must be made at least once every thirty days during the term of the installment plan. If in the opinion of the hearing officer a severe financial hardship exists, the hearing officer may allow a violator to complete community service in lieu of paying all fees and late payment penalties, if any, associated with the violation(s). The actual number of hours of community service to be worked will be based on the prevailing California minimum wage per hour, divided by the fee to be paid by the violator. The hearing officer may assign violators to complete community service at city parks, police department, the golf course, vacant city property, or other location deemed appropriate by the hearing officer. All community service hours must be completed within ninety days from the approval of community service by the hearing officer. (Ord. 2008-1175 § 1(part), 2008).
10.10.090 Trial de novo by court.
Within twenty days following the mailing of the city examiner's decision, an individual contesting a parking ticket may appeal to the justice or municipal courts. Although the hearing is de novo, the processing city's file in the case must be received into evidence and a copy of the notice of parking violation is deemed prima facie evidence of the facts provided. If the court decision is in favor of the city, and the agency may initiate collection efforts. If the contestant is successful in its appeal, the city shall reimburse to pay and will further refund any deposit contestant has made regarding contestant's parking penalty. (Ord. 2008-1175 § 1(part), 2008).
10.10.100 Collection of unpaid parking penalties.
Once the contestant has allowed an administrative or court decision to become final by not taking timely advantage of a further administrative step or appellate proceeding; the violator has failed to make installments payments in the time provided; or, the violator has failed to complete the community service as agreed upon, the city may proceed to collect the parking penalties if a full deposit of the penalty has not already occurred, or any remaining fees and penalties owed to the city. Generally, only one of the following collection procedures may be pursued at any given time.
A. Collection with Vehicle Registration. The city may file an itemization of unpaid parking penalties and administrative and service fees with the department of motor vehicle (DMV) for collection with the registration of the vehicle.
B. Any fee that the city must pay to the department of motor vehicles in order to facilitate collection of unpaid parking penalties, late penalties and administrative service fees will be added to and become a part of the parking fine.
(Ord. 2008-1175 § 1(part), 2008).
10.10.110 Equipment and registration tab violation.
Equipment and registration tab violations will be handled in the same fashion as standing or parking violations, except the penalty for such violations is specified by state law. ]
(Supp. No. 9)
(Ord. 2008-1175 § 1(part), 2008).
10.10.120 Hearing officer training requirements.
If appointed by the city manager, the hearing officer shall complete a minimum of twenty hours of training in accordance with the California Vehicle Code, Section 40215(B). Hearing officers shall not conduct any citation review or actual parking citation hearing until such time as the training requirements have been met. The city shall maintain a copy of the hearing officer's training certification. (Ord. 2008-1175 § 1(part), 2008).
CITY OF DELANO
STAFF REPORT
June 21, 2022
Agenda Item: 10
TO: Honorable Mayor and Members of the City Council
FROM: Maribel Reyna, City Manager
By: Christopher Mynk, Interim Community Development Director SUBJECT: Introduction and first reading of General Plan Amendment No. GPA 2022- 001, Zone Change Classification No. Zone-22-0001, Tentative Tract Map No.
TPM-2022-001and Tentative Parcel Map No. TPM-2022-002: applicant’s representative, Cornerstone Engineering, is requesting the City Council adopt a resolution amending the Land Use Element Map of the Delano General Plan from Commercial to Low Residential on 25.4 acres and a Zone Change Classification from Multiple-Family Residential (R-3) to Single-family Residential (R-1) on 11.3 acres, Multiple-family Residential and General Commercial to Single-family Residential (R-1) on 25.4 acres and amend the General Commercial (GC) boundaries from 35.6 acres to 17.1 acres, Tentative Tract Map No. 7407 to create 261 residential parcels and Tentative Parcel Map No. 12464 to create nine (9) commercial parcels on the southeast corner of Avenue and _____________________________________________________________________________ Stradley Avenue (APN: 521-040-43)
RECOMMENDATION
Staff recommends the City Council take the following actions:
1. Conduct the Public Hearing.
2. Adopt City Council Ordinance approving the following:
► Amendment to the Land Use Element Map of the General Plan ► Amendment to the Zone Change Classification
3. Adopt City Council Resolution - approving Tentative Tract Map No. 7407 with Findings and Conditions of Approval
4. Adopt City Council Resolution - approving Tentative Parcel Map No. 12464 with Findings and Conditions of Approval
PROJECT INFORMATION
File No. GPA 2022-001, Zone-22-0001, TPM-2022-
001 and TPM-2022-002
Applicant’s Representative Cornerstone Engineering
2 Location/Acres Southeast corner of Woollomes Avenue and Stradley Avenue/74.9 acres
Zoning Designation Planned Development, Multiple Family Residential and General Commercial
General Plan Designation Medium Residential and Commercial Surrounding Land Uses Zoning General Plan
NORTH Grapevine Apartments and
Maya Theater
General Commercial
and Community Retail
Commercial
Commercial
EAST Delano Marketplace Community Retail
Commercial
Service Commercial
SOUTH Soccer Park
(Kern County jurisdiction)
Exclusive Agriculture Intensive Agriculture
(8.1)/Flood Hazard
(2.5)
WEST Drainage sump and existing
agricultural land
Community Facilities Service Commercial
Project Location
The project is located on the Southeast corner of Woollomes Avenue and Stradley Avenue (APN:521-040-43). The project site consists of approximately 74.9 acres. The surrounding area to the north is developed with the Grapevine Apartments and Maya Theater, to the east is the Delano Marketplace, the south is the soccer park and to the west is a drainage sump and existing agricultural land.
3 Project History
In December 2015, the City Council approved Combined Development Permit No. 2015-001 for Vineyard and Delano West Pavilion Projects.
• The Vineyard project consisted of 432 multi-family low-rise apartments (one- and twostory) units in 36 separate apartment buildings and community amenities on approximately 33 acres (Assessor Parcel Numbers: 521-010-19 and 20). Including a Zoning Ordinance Amendment from General Commercial to Multiple-family Residential. • The Delano West Pavilion project consisted of 340,000 square feet of commercial development and 440 apartment units on approximately 77 acres. At this time, the project site was within Kern County jurisdiction and required annexation to the City of Delano with prezoning of General Commercial (GC) and Multiple-family Residential (R-3) (Assessor Parcel Number 521-040-43).
• This project was approved with the original Environmental Impact Report (included within the Staff Report). Staff notes, the focus for the original Environmental Impact Report was both commercial and multi-family residential development.
In March 2018, the City Council approved Combined Development Permit No. 2017-001 which modified the General Plan map and the prezoning zoning designation on the southern portion (today’s project site) by prezoning a portion Planned Development and expanding the Multiplefamily Residential (R-3) designated area while reducing a portion of the General Commercial (GC) designated area by 7.61 acres.
• Staff notes, the overall development concept plan was to develop a portion of the site with a single-family subdivision and the remaining residential area as multiple family (townhouses and condominiums) development. The remainder of the site would continue to be zoned for commercial uses as originally approved. • An Addendum Environmental Impact Report (EIR) was prepared for this approval. The Addendum EIR included two (2) projects; Vineyard at Delano and Delano West Pavilion.
Specifically, the Addendum EIR analyzed converting not only the type of residential development but also reducing the commercial designation area. As such, the 2018 project revisions did not result in any land use or density increases from the certified 2015 Final EIR. There were no increases in population, number of dwelling units, or vehicular trips on area roadways.
In December 2018, the project site was annexed into the City of Delano as Annexation 49.
In April 2019, the City Council approved Zoning Ordinance Amendment No. Zone 2019-003 and Tentative Subdivision Map TSM Map No. 2018-002 (Tract 7336). • Specifically, this approval allowed the reduction in number of model homes and to change the public street requirements to private street requirements. Staff notes, Tract 7336 indicated a 132 small lot subdivision. This approval also used the Addendum EIR as the 4 project continued to reduce the type of residential development. The applicant did not move forward with this approval.
Planning Commission Action
Under the provisions of the Delano Municipal Code, the Planning Commission acts as the recommending body to the City Council. This case was originally heard on April 13, 2022, Planning Commission. At the hearing, several concerns and comments were discussed: potential traffic impacts, proximity to an existing landfill, potential odors, water table pollutants and air quality. Due to this, the case was continued to May 11, 2022, Planning Commission agenda.
During the interim the applicant submitted a response letter including additional studies and analysis which addressed the concerns and comments (attached) raised. In addition, Staff has reviewed the past approved actions on the project site in relation to both the original Environmental Impact Report and the Addendum Environmental Impact Report which was noted above under Project History. After addressing the raised concerns and comments the Planning Commission voted three (3) to two (2) recommending approval of the applicant’s request.
Authority to review the General Plan and Zoning Ordinance amendment applications is entrusted with the Planning Commission for a recommendation to the City Council for a final decision, pursuant to Title 20, Chapter 20.2 of the Delano Municipal Code.
Project Proposal
The applicant is requesting a total of four (4) items:
1. An amendment to the Land Use Element Map of the Delano General Plan from Commercial to Low Residential on 25.4 acres;
2. Zone Change Classification from Multiple-Family Residential (R-3) to Single-family Residential (R-1) on 11.3 acres, Multiple-family Residential and General Commercial to Single-family Residential (R-1) on 25.4 acres and amend the General Commercial (GC) boundaries from 35.6 acres to 17.1 acres;
3. Tentative Tract Map No. 7407 will create residential parcels that will range in size from 5,000 square-foot to 12,179 square-foot lots. During the interim, the applicant has updated the proposed Tentative Tract Map in order to accommodate a future fire station parcel as a requirement by the City of Delano’s Public Works Department. Due to this, the propose lots have been reduced from 264 to 261.
According to the Residential District Notes No. 5, a R-1 subdivision with 13 or more lots allows for 20% of the lots be reduced to 5,000 square-foot provided the average lot size for the entire subdivision is 6,000 square-foot. Staff notes, the applicant is proposing to have a total of 52 5,000 square-foot lots which is within the 20% reduction.
4. Tentative Parcel Map No. 12464 to create nine (9) commercial parcels and a designated reminder that range from 1.26 to 2.68 gross acres along the east side of Dover Parkway and south of Woollomes Avenue.
5 Public Hearing Notice
A Notice of Public Hearing was mailed to all property owners within a 300-foot radius of the subject property ten days prior to the public hearing. In addition, a Public Hearing Notice was published 15 days prior to the public hearing.
California Environmental Quality Act (CEQA)
Certified Final Environmental Impact Report (EIR) was prepared for the original project in compliance with CEQA Guidelines 15162 and 15164. The EIR was prepared for the approved Grapevine Master Development that included; a 328,500-square-foot community shopping center, 432 multi-family low-rise apartments units. The Addendum EIR was prepared for conversion of commercial land use to multi-family and single-family residential.
Staff reviewed the EIR and Addendum EIR and found that the mitigation measures and findings were sufficient for this proposal as the project will now include majority of single-family development with a reminder for commercial development. Due to this, Staff believes the previous EIR continues to be sufficient.
Analysis
The approval of the request will be consistent with the Delano General Plan Residential Land Use Policy No. 2 where new residential development is proposed that adjoins existing commercial or industrial development, development along both sides of the land use boundary shall be required to provide appropriate buffers of architectural transitions through the use of building setbacks, landscaping and masonry walls.
Approval of the General Plan Amendment and Zone Amendment allowing for residential and commercial use of land designated for future approved residential and commercial development will likely result in increased property tax revenues based on increased assessed values resulting from beneficial use of undeveloped land areas.
Attachments
Draft Ordinance
Resolution Tentative Tract Map No. 7407
Resolution Tentative Parcel Map No. 12464
Exhibit D Conditions of Approval for Tentative Tract Map No. 7407 Exhibit E Conditions of Approval for Tentative Parcel Map No. 12464 Planning Commission Resolution 2022-006
Correspondence from Cornerstone Engineering April 25, 2022 General Plan Amendment Map
Zone Amendment Map
Tentative Tract Map No. 7407 Map
Tentative Parcel Map No. 12464 Map
EIR and Mitigation Monitoring Report
Addendum EIR
Draft Ordinance
City Council
Ordinance No. 2022-
June 21, 2022
ORDINANCE NO. 2022-
A ORDINANCE OF THE CITY COUNCIL OF THE CITY OF DELANO
RECOMMENDING APPROVAL OF I) LAND USE ELEMENT MAP OF THE
DELANO GENERAL PLAN FROM COMMERCIAL TO LOW RESIDENTIAL
ON 25.4 ACRES; II) A ZONE CHANGE CLASSIFICATION FROM MULTIPLEFAMILY RESIDENTIAL (R-3) TO SINGLE-FAMILY RESIDENTIAL (R-1) ON
11.3 ACRES, MULTIPLE-FAMILY RESIDENTIAL (R-3) AND GENERAL COMMERCIAL (GC) TO SINGLE-FAMILY RESIDENTIAL (R-1) ON 25.4 ACRES; III) AMEND THE GENERAL COMMERCIAL (GC) BOUNDARIES FROM 35.6 ACRES TO 17.1 ACRES; AND IIII) MAKING CEQA FINDINGS FOR THE SAME (APN: 521-040-43)
SECTION 1: RECITALS:
1. The proposed Project is located on real property more particularly described as an unincorporated portion in the County of Kern more particularly described as Assessor’s Parcel 521-040-43),
2. On November 6, 2017, Delano Retail Center West, LLC (the Applicant) applied for a Combined Development Permit (CDP), CDP #2017-001, to allow for a general plan amendment, prezoning and annexation of approximately 79.6 acres on the southeast corner of Woollomes Avenue and Albany Street on approximately 79.6 acres (Delano West Pavilion).
3. The City approved the Combined Development Permit No. 2017-001 which included the annexation of the 79.6 acre site, a general plan amendment, and pre-zoning the site consistent with the City of Delano General Plan to allow the eventual development of 79.6 acres of a single family residential planned development project on 21 acres, high density residential on 18.9 acres, and future commercial development not to exceed 256,570 square feet on the remainder of the site (approximately 39 acres).
4. The site was officially annexed on October 2, 2018. By annexing the site, the 21-acre portion of the site is now zoned as Planned Development (PD) District.
5. On May 22, 2018, the applicant applied for a tentative tract map application (Tract 7336 and subsequently amended the tract map application on February 8, 2019 to reflect the proposed changes to the Planned Development (PD) Zoning District.
City Council
Ordinance No. 2022-
June 21, 2022
6. On January 28, 2019, the applicant filed an application to amend the Planned Development (PD) district to allow for a private street subdivision and a reduction of the number of housing unit models and elevations.
7. A Final Environmental Impact Report was prepared for the Project and was circulated for comments to all persons and public agencies affected by the project. The Final Environmental Impact Report was certified on December 15, 2015 by Resolution 2015-02 and complies with public resources code §21000-§21189.3 with findings and a statement of overriding considerations along with the Mitigation Monitoring Report.
8. The proposed amendments to the Delano West Pavilion project under CDP #2017- 001 reduced the number of total dwelling units by 102 units and the total square footage of commercial by 83,430 square feet.
9. The Project qualifies as a project under the California Environmental Quality Act (CEQA) Public Resources Code §21000-§21189.3.
10. The City reviewed the Project's environmental impacts in accordance with the California Environmental Quality Act (Public Resources Code § 21000, et seq., "CEQA"), the regulations promulgated thereunder (14 California Code of Regulations §15000, et seq., the "CEQA Guidelines"), and the City's Environmental Review Guidelines.
11. All of the findings made to approve Combined Development Application No. 2015-001 as adopted in City Council Resolution No. 2015-02 adopted on December 15, 2015, are affirmed, and incorporated herein by reference. Further, the proposed project is consistent with the previously approved findings in that the site is adequate in size, shape and characteristics to accommodate the density and intensity of the development proposed. This includes the structural development of the site, landscaping, parking, on-site circulation for pedestrian passenger and emergency vehicles. With the approval of Combined Development Permit No. 2017-001, the overall housing density and proposed commercial uses is reduced, thus lessening the impact of the project in the immediate area.
12. The City approved Zoning Ordinance Amendment to the Planned Development (PD) Zoning district and Tract Map 7336 subject to the MMRP and conditions of approval (Resolution No. 2019-09, April 10, 2019)
SECTION 2: FINDINGS OF FACT
City Council
Ordinance No. 2022-
June 21, 2022
1. The above Recitals are incorporated by this reference as if set forth herein.
2. This is a complex and multifaceted project and as such it has been amended previously. The most recent change to this project was presented to the Planning Commission on May 11, 2022. After a public hearing was conducted the Planning Commission recommended approval of the General Plan Amendment, Zone Change, and adoption of CEQA findings.
3. The Planning Commission recommendation for approval is now before the City Council.
4. The history prior to amending this Ordinance is as following:
a. All of the findings made to certify the Final Environmental Impact Report for Combined Development Application No. 2015-001 as adopted in City Council Resolution No. 2015-02 adopted on December 15, 2015, are affirmed, and incorporated herein by reference. b. The City determined that a previous adopted EIR was appropriate for the project pursuant to CEQA Guidelines §15168 since the scope of the project was covered by the Final Environmental Impact Report and no new environmental document would be required.
c. The Amendment to the Land Use Element Map of the Delano General Plan and Zoning Ordinance Amendments including amending the General Commercial boundaries for the proposed uses as requested is consistent with the provisions of the Zoning Ordinance and will be consistent with the goals, policies, and objectives of the General Plan, and of the City.
d. The proposed use would not impair the integrity and character of the zone district in which it is to be established or located and it is noted that the parcel is surrounded by a mix of residential, commercial, and agricultural uses.
SECTION 3: CITY COUNCIL DECISION
The City Council adopts of the following entitlements or actions:
1. Adoption of the Certified Final Environmental Impact Report (FEIR) (State Clearing House No. 2013031078) and Mitigation Monitoring and Reporting Program City Council
Ordinance No. 2022-
June 21, 2022
(MMRP) to the City Council.
2. Approval I) Land Use Element Map of the Delano General Plan from Commercial to Low Residential on 25.4 acres; II) a Zone Change Classification from Multiple-family Residential (R-3) to Single-family Residential (R-1) on 11.3 acres, Multiple-family Residential (R-3) and General Commercial (GC) to Single-family Residential (R-1) on 25.4 acres; III) Amend the General Commercial (GC) boundaries from 35.6 acres to 17.1 acres; and IIII) Making CEQA Findings for the same (APN: 521-040-43)
NOW, THEREFORE, BE IT RESOLVED AND DETERMINED, as follows:
The foregoing recitals are true and correct; and
THAT THE CITY COUNCIL hereby finds that a full and fair public hearing has been held on the requested entitlement and the City Council has considered all public comments received thereon, both written and oral; and
The forgoing Ordinance of the City Council passed and adopted on the 21st day of June 2022
AYES:
NOES:
ABSENT
ABSTAIN:
ATTEST: ___________________
Ricardo G. Chavez, City Clerk
APPROVED: _______________________
Bryan Osorio, Mayor
Resolution
Tentative Tract Map No. 7407
Resolution No. 2022-
June 21, 2022
RESOLUTION NO. 2022-
RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF DELANO APPROVING
TENTATIVE TRACT MAP 7407 (APN: 521-040-43)
WHEREAS, On January 24, 2022, an application for a Tentative Tract Map was filed by Cornerstone Engineering (the “Applicant Representative”) requesting a tentative subdivision map Tract 7407 to subdivide 58.2-acre parcel and create 261 single-family residential parcels; and,
WHEREAS, the proposed project is located on real property in the incorporated portion of the City of Delano more particularly described as Assessor’s Parcel APN 521- 040-43; and,
WHEREAS, this project is adopting Certified Final Environmental Impact Report (FEIR) (State Clearing House No. 2013031078) and Mitigation Monitoring and Reporting Program (MMRP); and,
WHEREAS, on June 21, 2022, the City Council City of Delano held a duly noticed public hearing regarding the proposed subdivision and considered the project application and testimony and hereby adopts the following findings conditionally approving Tentative Tract Map 7407 as follows.
FINDINGS For Tract Map 7407
WHEREAS, the subject property is designated Low Density Residential by the Land Use Element Map of the City of Delano General Plan, and is zoned Low Density Residential (R-1). The use is permitted within the zone district pursuant to the provisions of the Zoning Ordinance and is consistent with the goals, policies, and objectives of the General Plan, and is consistent with the applicable development policies and standards of the City with the adoption of appropriate project conditions; and
WHEREAS, the proposed use would not impair the integrity and character of the zone district in which it is to be established or located and it is noted that the parcel is surrounded by a mix of residential and commercial uses; and
WHEREAS, the City Council makes the following findings pursuant to Government Code §66411 et seq.
Finding: The proposed division of land complies with requirements as to area.
Resolution No. 2022-
June 21, 2022
Evidence: The proposed project conforms with the Subdivision Map Act. Moreover, the proposed project will create additional housing that will be consistent with the State of California Housing Policy Goals.
Finding: The proposed division of land complies with requirements as to improvement and design.
Evidence: The proposed project is subject to Conditions of Approval issued by the Planning Commission. The Conditions of Approval require Tentative Tract Map No. 7407 to comply the City’s standards and infrastructure requirements.
Finding: The proposed division of land complies with requirements for flood water drainage control.
Evidence: The Certified Final Environmental Impact Report (EIR) includes several mitigation measures that need to be complied with including prior to the issuance of grading or building permits, the applicant will complete an engineering study to determine the Base Flood Elevation. In addition, prior to recordation of the final map or as otherwise determined by the City the applicant shall obtain a Letter of Map Revision from Federal Emergency Management Agency (FEMA) indicating the project site has been removed from Zone A.
Finding: The proposed division of land complies with requirements for environmental protection.
Evidence: The proposed division of land has been Analyzed under California Environmental Quality Act. An addendum to a previously approved EIR has been submitted and adopted for this project.
Finding: The proposed division of the property is consistent with the General Plan.
Residential.
Evidence: A Zone Change and General Plan Amendment is being processed concurrently which will make this project consistent as required by Government Code Section 66474 (a).
Finding: The site is physically suitable for the development proposed.
Evidence: The proposed Tract Map is consistent with the design and improvement of a single family residential. The site has a generally flat topography and does not contain any unique topographical features.
Finding: The site is physically suitable for the proposed density.
Resolution No. 2022-
June 21, 2022
Evidence: The site proposed for the residential parcels have sufficient size, configuration, and access to satisfy the standard Single-family Residential (R-1) Zoning District zoning criteria applicable to the site and can physically support Low Density residential uses promoted under the General Plan.
Finding: The design of the proposed division and improvements will not cause environmental damage or injure fish, wildlife, or their habitat.
Evidence: The Certified Final Environmental Impact Report (EIR) includes several mitigation measures. The applicant will be required to perform a pre-construction survey 30 days prior to the issuance of grading or building permits. This survey will determine if further steps need to be performed to ensure the project that will ensure the development will not cause environmental damage or injure fish, wildlife, or their habitat.
Finding: The design of the proposed division and improvements will not cause serious public health problems.
Evidence: Adequate measures have been applied with the Conditions of Approval and Mitigation Measures to address potential concerns related to public health, including, but not limited to, provisions for water for domestic use and fire protection, extension of sanitary sewer facilities to ensure proper management of wastewater, installation of necessary storm drainage, construction of proper public streets and sidewalk, flood control measure, and provision for proper and orderly timing for construction of necessary improvements.
Finding: The design of the subdivision or the type of improvements will conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision.
Evidence: Based on the design of Tentative Tract Map No. 7407, the type of improvements will not conflict with any easements acquired by the public for access.
Finding: The design of the proposed subdivision provides, to the extent feasible, for future passive or natural heating and cooling opportunities (Subdivision Map Act Section 66473.1)
Evidence: The design of the apartment project will meet the 2017 California Green Building which ensures that buildings will provide for energy efficiency.
Finding: The Planning Commission (advisory agency) has considered the effects of the proposed subdivision on the housing needs of the region and that those needs are balanced against the needs for public services and the available fiscal and environmental resources (Subdivision Map Act Section 66412.3).
Resolution No. 2022-
June 21, 2022
Evidence: The Tentative Tract Map 7407 are consistent with the City’s Housing Element, Goal 2 – New Housing, Policy 2.1 New Construction.
NOW, THEREFORE, BE IT RESOLVED AND DETERMINED, as follows:
The foregoing recitals are true and correct; and
THAT THE CITY COUNCIL hereby finds that a full and fair public hearing has been held on the requested entitlement and the City Council has considered all public comments received thereon, both written and oral; and
THAT THE CITY COUNCIL hereby approves Tentative Tract Map 7407 based on the findings enumerated hereinabove, and subject to the conditions of approval as found in Exhibit D
The forgoing Resolution of the City of Delano City Council was passed and adopted on the 21st day of June 2022
AYES:
NOES:
ABSENT
ABSTAIN:
ATTEST: ___________________
Ricardo G. Chavez, City Clerk
APPROVED: _______________________
Bryan Osorio, Mayor
Resolution
Tentative Parcel Map No. 12464
Resolution No. 2022-
June 21, 2022
RESOLUTION NO. 2022-
RESOLUTION OF THE CITY COUNCIL OF THE
CITY OF DELANO APPROVING
TENTATIVE PARCEL MAP 12464 (APN: 521-040-43)
WHEREAS, On April 7, 2022, an application for a Tentative Tract Map was filed by Cornerstone Engineering (the “Applicant Representative”) requesting a Tentative Parcel Map 12464 to subdivide 74.9-acre parcel and create 9 commercial parcels with a designated reminder; and,
WHEREAS, the proposed project is located on real property in the incorporated portion of the City of Delano more particularly described as Assessor’s Parcel APN 521- 040-43; and,
WHEREAS, this project is adopting Certified Final Environmental Impact Report (FEIR) (State Clearing House No. 2013031078) and Mitigation Monitoring and Reporting Program (MMRP); and,
WHEREAS, on June 21, 2022, the City Council City of Delano held a duly noticed public hearing regarding the proposed subdivision and considered the project application and testimony and hereby adopts the following findings conditionally approving Tentative Parcel Map 12464 as follows.
FINDINGS For Parel Map 12464
WHEREAS, the subject property is designated General Commercial by the Land Use Element Map of the City of Delano General Plan, and is zoned Commercial. The use is permitted within the zone district pursuant to the provisions of the Zoning Ordinance and is consistent with the goals, policies, and objectives of the General Plan, and is consistent with the applicable development policies and standards of the City with the adoption of appropriate project conditions; and
WHEREAS, the proposed use would not impair the integrity and character of the zone district in which it is to be established or located and it is noted that the parcel is surrounded by a mix of residential and commercial uses; and
WHEREAS, the City Council makes the following findings pursuant to Government Code §66411 et seq.
Finding: The proposed division of land complies with requirements as to area.
Evidence: The site is located south of Woollomes Avenue and between Stadley Avenue and Dover Parkway, west of State Route 99. The site is zoned General Commercial (GC) Resolution No. 2022-
June 21, 2022
Zoning District. The Tentative Parcel Map 12464 illustrates lot sizes and lot configurations that are consistent with the requirements of the zoning ordinance. In addition, the Tentative Parcel Map 12464 is consistent the City General Plan (2005) land use designation of Community Commercial.
Finding: The proposed division of land complies with requirements as to improvement and design.
Evidence: The proposed project is subject to Conditions of Approval that will comply with the City’s standards and infrastructure requirements.
Finding: The proposed division of land complies with requirements for flood water drainage control.
Evidence: The Certified Final Environmental Impact Report (EIR) includes several mitigation measures that need to be complied with including prior to the issuance of grading or building permits, the applicant will complete an engineering study to determine the Base Flood Elevation. In addition, prior to recordation of the final map or as otherwise determined by the City the applicant shall obtain a Letter of Map Revision from Federal Emergency Management Agency (FEMA) indicating the project site has been removed from Zone A.
Finding: The proposed division of land complies with requirements for environmental protection.
Evidence: The proposed project was analyzed with the Certified Final Environmental Impact Report and is subject to the approved mitigation measures.
NOW, THEREFORE, BE IT RESOLVED AND DETERMINED, as follows:
The foregoing recitals are true and correct; and
THAT THE CITY COUNCIL hereby finds that a full and fair public hearing has been held on the requested entitlement and the City Council has considered all public comments received thereon, both written and oral; and
THAT THE CITY COUNCIL hereby approves Tentative Tract Map 7407 based on the findings enumerated hereinabove, and subject to the conditions of approval as found in Exhibit D
The forgoing Resolution of the City of Delano City Council was passed and adopted on the 21st day of June 2022
AYES:
NOES:
Resolution No. 2022-
June 21, 2022
ABSENT
ABSTAIN:
ATTEST: ___________________
Ricardo G. Chavez, City Clerk
APPROVED: _______________________
Bryan Osorio, Mayor
Exhibit D
Conditions of Approval
Tentative Tract Map No. 7407
Exhibit D
Tract 7407
Conditions of Approval
1 EXHIBIT D
TENTATIVE TRACT MAP NO. 7407
Conditions of Approval
June 21, 2022
Standard Conditions
1. Sign the “Acceptance of Conditions.” This Site Plan Review approval shall not become effective for any purpose unless and until an “Acceptance of Conditions” form or the approval notice has been signed by the property owner and the applicant.
The signed permit shall be returned to the Community Development Department.
Further, approval of Tract Map 7407 shall not vest until all of the Conditions have been met. The conditions of approval shall run with the land in the event of its future sale or transfer of ownership.
2. Additional Fees. Within five working days after project approval, the applicant shall pay the mandatory Notice of Determination (NOD) filing fee of $50.00 along with the mandatory State Department of Fish and Wildlife CEQA review fee as amended or adjusted from time to time. (F&G code §713) for Kern County Clerk NOD processing. The check will be made to Kern County Recorder. If the required filing fee is not paid for the project, the project approval will not be operative, vested, or final and any local permits issued for the project will be invalid (§711.4 (c) (3) of the Fish and Game Code.) NOTE: If the fee is not paid within five days after approval of the project, it will extend time frames for CEQA legal challenges.
3. City to be Held Harmless. The applicant(s)/subdivider(s)/developer(s) (hereinafter referred-to as "Developer"), at their sole cost and expense, shall defend, indemnify and hold harmless the City of Delano (hereinafter referred to as "City"), its agents, legislative body, officers and employees in any legal or administrative action, claim or proceeding concerning approval of Tentative Tract No. 7407 (hereinafter referred to as "Tract 7407") or, at its election and in the alternative, shall relinquish such approval. Developer shall assume the defense of the City in any such legal or administrative action, claim, or proceeding with legal counsel paid for in the entirety by Developer, but subject to the City's reasonable approvals. Developer shall also reimburse the City, its agents, legislative body, officers, and employees for any judgments, amounts paid in, court costs and attorneys' fees which the City, its agents, legislative body, officers and employees may be required to pay at court because of such action, claim, or proceeding. The City may, at its sole discretion, participate at its own expense in the defense of any such action, claim, or proceeding, but such participation shall not relieve Developer of their obligations under this condition.
4. Business Licenses Required. Developer, or the general contractor, shall submit a list of all contractors and/or subcontractors performing work on Tract 7407 to the City Exhibit D
Tract 7407
Conditions of Approval
2 Finance Department and such contractors and subcontractors shall obtain valid business licenses to do business and/or work in the City.
5. Map approval to expire in 24 months. The approval for Tract 7407 shall expire twenty-four months from the date of approval by the City Council, unless an extension is granted by the City Council. Should an extension be requested, the applicant shall submit to the City in writing 30 days prior to expiration, a request for an extension of the approval in accordance with the provisions of City Codes.
6. Project May be required to meet certain codes and other requirements. Applicant shall comply with all provisions of the City’s Zoning Ordinance, Subdivision & Engineering Design Manual, the latest adopted California Building Code, Uniform Mechanical Code, Uniform Plumbing Code, National Electrical Code, Fire Code, and all other applicable codes, ordinances, regulations, and development standards in effect at the time of issuance of relative permits. Identification of specific sections of any of the aforementioned City documents does not negate the Applicant’s responsibility to conform to unmentioned sections of the City’s Zoning Ordinance, Subdivision & Engineering Design Manual, California Building Code, and all other applicable ordinances, resolutions, standards, and requirements of the City.
Engineering Conditions:
7. The Developer shall pay all development impact fees prior to issuance of any building permit, in accordance with the City of Delano Development Impact Schedule effective at that time.
8. Prior to final map recordation, the Developer shall submit subdivision improvement plans signed by a Registered Civil Engineer in accordance with City standards, policies and requirements by the City Engineering Department.
9. An engineering plan-check and inspection fee of 6% of the engineer’s estimate of the public improvements and grading plan shall be paid prior to Final Map recordation; this fee is non refundable.
10. The Developer shall be responsible for all material testing costs related to the construction of all the public improvements related to this subdivision.
11. The Grading Permit Fee is set by the building code and depends on the cut/fill volume and shall be paid prior to Final Map recordation. All building finish floor elevations shall be a minimum of one foot above the Base Flood elevation or the highest adjacent top of curb elevation, whichever is higher. All corner lot side public landscape strips shall have a block retaining wall installed.
Exhibit D
Tract 7407
Conditions of Approval
3 12. Prior to final map recordation, the Developer shall have all the public improvement plans prepared by a Registered Civil Engineer for street, sewer, drainage, water, and grading accordance with City of Delano and State of California specifications and to the satisfaction of the City Engineer. The Engineer of record shall also prepare an Engineer’s Estimate of the cost of the improvements for use in the bonding requirements and other fee calculations.
13. Prior to final map recordation, the Developer shall install all public improvements conditioned for the subdivision in accordance with applicable City and State standards and to the satisfaction of the City Engineer. The Developer shall note that encroachment permits will be required on all work in the public right of way.
14. The Developer shall install ADA Compliant driveway approaches, ADA compliant sidewalks, and ADA compliant wheelchair ramps at all intersections within and bordering the subdivision, to the satisfaction of the City Engineer.
15. Dry Utilities: Prior to issuance of any Certificates of Occupancy within the subdivision, the Developer shall install street lights with an LED fixture on a concrete pole with underground wiring in all public streets included or bordering the subdivision: South Albany Street, South Belmont Street, Futbol Drive, and Woollomes Avenue. All dry utilities serving the buildings within the subdivision shall be undergrounded. The existing overhead utilities on South Albany Streetshall be undergrounded from Woollomes Avenue to Futbol Drive, prior to issuance of any Certificates of Occupancy within the subdivision. The Developer shall provide evidence satisfactory to the City Engineer that the utility companies serving the area will provide service to lots within subdivision, including cable TV service.
Commitments shall include evidence that arrangements are underway for the undergrounding of facilities where applicable.
16. Sanitary Sewer Improvements: The Developer shall design and install a sewer system serving each lot in the subdivision. The plans for the system shall be prepared by a Registered Civil Engineer and comply with City and State standards.
Said plans shall be a condition of Final Map approval. The Developer shall tie into the existing sewer system on Woollomes Avenue The actual tie-in location shall be approved by the City Engineer. There shall be a six inch sewer lateral, with cleanout, installed on the south side of the intersection of Futbol Drive and South Belmont Street, to serve the existing Soccer Park concession building. Lift stations shall not be allowed. See Municipal Code Chapter 16.28 for Tentative Map submittal requirements related to sewer system improvements.
17. Drinking Water System: The Developer shall have plans prepared for the water system to serve all the lots within the subdivision boundary by a Civil Engineer registered by the State of California. The water system shall meet all City of Delano and State of California standards. The Developershall provide landscape meters for Exhibit D
Tract 7407
Conditions of Approval
4 the Community Facilities District. All water lines shall be a minimum eight-inch diameter and shall be looped to the satisfaction of the City Engineer. There shall be an 12-inch water main installed on Futbol Drive from South Albany Street to Dover Parkway, to connect with the existing 12-inch behind Walmart. Water lines shall at all times be installed within the street right-of-way, easements or encroachments on private property shall not be allowed. See Municipal Code Chapter 16.28 for Tentative Map submittal requirements related to water system improvements.
18. Storm Drainage: The Developer shall have a Registered Civil Engineer design and prepare plans for the storm drainage system in accordance with the City of Delano Subdivision Development Standards. The Developer shall provide a drainage study prepared by a registered engineer in the State of California showing the adequacy of the in-tract drainage system to be reviewed and approved by the City Engineer. Prior to Recordation of the Final Map, the Developer shall perform a flood study, to be reviewed and approved by FEMA (Federal Emergency Management Agency), for issuance of a Letter of Map Revision (LOMR) by that agency. The Developer shall be solely responsible for completing the LOMR process after the buildings are completed. See Municipal Code Chapter 16.28 for Tentative Map submittal requirements related to storm drain system improvements.
19. Prior to issuance of any building permits, the Developer shall complete any improvements needed at the regional storm drainage sump west of South Albany St., to the satisfaction of the City Engineer.
20. Water Treatment and Supply: At present, there is sufficient potable water supply to serve this proposed tract development.
21. Wastewater Collection and Treatment: At present, the City of Delano wastewater treatment plant (WWTP) hassufficient capacity to serve the full development of this proposed tract and enough collection system capacity to convey the sewer flows to the WWTP.
22. All sewer, water and drainage related improvements and facilities associated with any development shall meet the requirements of the City of Delano, the California Department of Health Services, and the California Regional Water Quality Control Board, Central Valley Region.
23. The following Public Right of Way Dedications are required prior to Final Map recordation:
a. South Albany Street: The Developer shall dedicate enough right of way to accommodate a 110 ft. wide fullstreet alongside the subdivision, plus a right turn lane (northbound) at its intersection with Woollomes Avenue.
Exhibit D
Tract 7407
Conditions of Approval
5 b. Woollomes Avenue: The Developer shall dedicate enough right of way to accommodate a 110 ft. wide full street, plus right turn lanes at South Belmont Street, alongside the subdivision.
c. South Belmont Street: The Developer shall improve an 80 foot wide street from Woollomes Avenue to Futbol Drive.
d. Futbol Drive: The Developer shall dedicate at least 40 feet to accommodate an 80 ft. wide full street and enough to accommodate the alignment with the existing intersection of South Albany Street with the Kern County transfer station entrance.
24. Maintenance District for Open Space: Developer shall agree to the formation of and shall cooperate with any and all actions towards the establishment of a Community Facilities District (CFD), under the Mello-Roos Community Facility Act of 1982, to the satisfaction of the City Engineer, prior to issuance of any Certificates of Occupancy. Said District shall include provision for a Cost-of-Living Adjustment.
Such District shall be responsible for maintenance of all interior and exterior common landscape areas within the public right-of-way, including landscape on the corner lots, internal street lighting within the public right-of-way, and maintenance of its share of the regional detention basin. The Developer shall be required to maintain all landscaping, including the replacement of any trees or shrubs that do not survive within public right-of-way and landscape easements for a period of one year after final inspection of the landscape improvements. The district will take over maintenance on July 1st after the one-year maintenance period. The Developer shall pay for the street light energy until the district assumes responsibility. The Developer shall be fully responsible for the formation of the CFD including, but not limited to, preparation of all reports and documents as needed for City Council approval and filing of assessment district with Kern County offices. Preparation of said reports and documents for formation of the district must be in accordance with applicable law and shall be submitted to the City Engineer, prior to issuance of any Certificates of Occupancy. The Developer shall be fully responsible for paying the cost of water for all landscaping and electricity for the street lights until such time as the CFD is formed and maintenance is assumed by the City of Delano. All corner lot side yard landscaping shall be included in the CFD.
25. Prior to Final Map recordation, the Developer shall provide for all facilities required by fire, police and utilities for continuous service of the subdivision which shall include, but are not limited to, right-of-way dedication for vehicle turnaround areas, turnaround area full pavement section, manholes, cleanouts, blow-offs, fire hydrants, valves, drainage structures, street lighting, and any other improvement needed to provide such services. Land for a fire station shall be dedicated with a net acreage of
2.0 acres, with 62.5% of the land value to be reimbursed via Fire Impact Fee Credits Exhibit D
Tract 7407
Conditions of Approval
6 as permits are pulled. Required facilities shall be approved by the City Engineer and shown on the approved improvement plans.
26. All improvements require approval by the City Engineer and are to be designed and constructed in accordance with the Subdivision Map Act, the City Subdivision Standards, and all other applicable ordinances, codes, standards, and regulations of the City, County, and State and City of Delano engineering standards, which may be modified by the City Engineer and/or the City Council. Approval of the tentative map shall not be construed as relief from any portion of the engineering requirements listed unless expressly designated and approved by the City Engineer. City and Developer acknowledge that:
a. The Subdivision Map Act provides time limits for improvement plan and Final Map review;
b. City review policy of improvement plans provides that submitted improvement plans and maps from all developments shall generally be reviewed in the order received by the City Engineer;
c. City and Developer may agree to expedite review of said subdivision subject to the availability of City staff and/or consultants. If the Developer requests an expedited review, the Developer shall bear all additional costs of review including staff overtime and consultant costs.
d. The cost of review and inspection by the City Engineering Department, including material testing, staff time, consultant costs, and related incidentals shall be borne by the developer.
e. Approval of the subdivision shall not be construed as relieving the Developer of Tentative Map Conditions unless waived in writing by the City.
27. The Developer shall install the following street improvements, before issuance of any building permits:
a. The Developer shall construct 110 ft. (full width) road improvements of South Albany Street between Woollomes Avenue and Futbol Drive (Refer to City of Delano Subdivision Standard ST0).
b. The Developer shall construct 110 ft. (full width) road improvements of Woollomes Avenue between South Albany Street and Dover Parkway (Refer to City of Delano Subdivision Standard ST0).
Exhibit D
Tract 7407
Conditions of Approval
7 c. The Developer shall construct 80 ft. (full width) road improvements of South Belmont Street as shown on the Tentative Map, from Woollomes Avenue to Futbol Drive (Refer to City of Delano Subdivision Standard ST0). d. The Developer shall construct 80 ft. (full width) road improvements of Futbol Drive as shown on the Tentative Map, from South Albany Street to Dover Parkway (Refer to City of Delano Subdivision Standard ST0). The additional cost beyond the half-plus-12 ft. (52 ft) shall be credited on Local Circulation Impact Fees due at time of building permit issuance for each individual lot as development occurs.
e. The Developer shall install traffic signals at the following intersections:
Woollomes Avenue & South Albany Street, South Albany Street & Futbol Drive, Belmont Street & Futbol Drive, and Futbol Drive & Dover Parkway, unless any of these intersections do not meet signal warrants.
28. All improvements shall be constructed to size and specification as required by the City of Delano's ordinance, policies and standards. The Developer shall use good engineering judgment to design improvements not addressed in said ordinances, policies, and standards.
29. A copy of a current Preliminary Title Report (issued within the previous 30 days) shall be submitted to the City's Community Development Department by the Developer prior to approval of Final Map 7407.
30. Prior to recordation of the Final Map, the Developer shall provide two reproducible mylar copies to the City Engineer.
31. Prior to issuance of the first certificate of occupancy within Final Map 7407, the Developer shall submit written evidence of having complied with all Fire Department requirements to the Building Official.
32. If excavation or grading activities within the subdivision should uncover a previously unrecorded oil, gas or injection well, the Developer shall notify the Bakersfield district office of the State Division of Oil, Gas and Geothermal Resources to ascertain any necessary remedial and/or abandonment requirements.
33. Prior to recordation of the Final Map, the Developer shall provide security or bonding for the public improvements and shall enter into a subdivision agreement for City Council approval.
Exhibit D
Tract 7407
Conditions of Approval
8 I have read the above and agree to the conditions as set forth herein. I understand the full nature of the conditions and agree to abide by them.
Applicant/Landowner’s Signature _______________________ Printed Name: ____________________________________________________________ Applicant's Signature _______________________ _______
Printed Name: ____________________________________________________________ Date: _______________________
(PLEASE SIGN AND DATE IN THE ABOVE SPACES, MAKE A COPY FOR YOUR
RECORDS, AND RETURN ORIGINAL TO THE COMMUNITY DEVELOPMENT
DEPARTMENT PRIOR TO COMMENCING WORK ON THE SITE
Exhibit E
Conditions of Approval
Tentative Parcel Map No. 12464
Exhibit D
Tract 7407
Conditions of Approval
1 EXHIBIT E
TENTATIVE PARCEL MAP NO. 12464
Conditions of Approval
June 21, 2022
Standard Conditions
1. The owner(s)/applicant(s)/subdivider(s)/Subdivider(s), (hereinafter referred to as Subdivider), at their sole cost and expense, shall defend, indemnify and hold harmless the City of Delano (hereinafter referred to as “City”), its agents, legislative body, officers and employees in any legal or administrative action, claim or proceeding concerning approval of Tentative Parcel Map 12430 or, at its election and in the alternative, shall relinquish such approval. Subdivider shall assume the defense of the City in any such legal or administrative action, claim or proceeding with legal counsel paid for in the entirety by Subdivider, but subject to the City's reasonable approvals.
Subdivider shall also reimburse the City, its agents, legislative body, officers and employees for any judgments, amounts paid in settlements, court costs and attorneys' fees, which the City, its agents, legislative body, officers and employees may be required to pay at court as a result of such action, claim, or proceeding. The City may, at its sole discretion, participate at its own expense in the defense of any such action, claim or proceeding, but such participation shall not relieve Subdivider of their obligations under this condition.
2. Unless the Parcel Map is recorded, PM 12464 shall expire twenty-four (24) months from the date of approval by the Community Development Director unless an extension is granted by the Community Development Director. Should an extension be requested, Subdivider, not less than sixty (60) days prior to the expiration date shall submit to the City in writing, a request for an extension of that approval in accordance with the provisions of City Code.
3. Subdivider, or the general contractor, shall submit a list of all contractors and/or subcontractors performing work on PM 12464 to the Finance Department and such contractors and subcontractors shall obtain valid businesslicenses to do business and/or work in the City.
4. Subdivider shall comply with all provisions of the City’s Zoning Ordinance, Subdivision & Engineering Design Manual, the latest adopted California Building Code, Uniform Mechanical Code, Uniform Plumbing Code, National Electrical Code, Fire Code, and all other applicable codes, ordinances, regulations, and development standards in effect at the time of issuance of relative permits, as appropriate.
Identification of specific sections of any of the aforementioned City documents does not negate the Subdivider’ s responsibility to conform to unmentioned sections of the City’s Zoning Ordinance, Subdivision & Engineering Design Manual, California Building Code, and all other applicable ordinances, resolutions, standards, and requirements of Exhibit D
Tract 7407
Conditions of Approval
2 the City.
5. Development impact fees shall be paid prior to the issuance of building permits on any of the lots in the amount determined by the City Engineer. A copy of the current Development Impact Fee schedule is available at the Community Development Department. School impact fees are also payable to the Delano Union School District and the Delano Union High School District prior to issuance of building permits.
Engineering Conditions:
6. The Developer shall pay all Development Impact Fees (DIF) prior to issuance of each building permit, in accordance with the City of Delano Development Impact Schedule effective at that time.
7. Prior to Parcel Map recordation, the Developer shall submit Subdivision Improvement Plans and the Engineer’s Estimate signed by a Registered Civil Engineer in accordance with City standards, policies and requirements by the City Engineering Department.
8. An engineering plan-check fee of 3% of the Engineer’s Estimate of the public improvements and grading plan shall be paid prior to Parcel Map recordation. An Engineering Inspection and Materials Testing fee of 3% of the Engineer’s Estimate of the public improvements shall be paid prior to Parcel Map recordation.
9. The Grading Permit fee is set by the building code and depends on the cut/fill volume and shall be paid prior to Parcel Map recordation. All building finish floor elevations shall be a minimum of one foot above the BFE (Base Flood elevation) or one foot above the highest adjacent top of street curb, whichever is higher.
10. Prior to Parcel Map recordation, the Developer shall have the Public Improvement Plans for street, sewer, drainage, water, and grading, prepared by a Registered Civil Engineer in accordance with City of Delano and State of California specifications and to the satisfaction of the City Engineer. Said Engineer of Record shall also prepare an Engineer’s Estimate of the cost of the improvements for use in the bonding requirements and other fee calculations.
11. Prior to Parcel Map recordation, the Developer shall install all public improvements conditioned for Parcel Map approval in accordance with applicable City and State standards and to the satisfaction of the City Engineer. The Developer shall note that encroachment permits will be required prior to commencement of any work in the public right of way.
12. The Developer shall install ADA compliant driveway approaches, ADA compliant sidewalks, and ADA compliant wheelchair ramps at all streets and intersections within and bordering the Parcel Map, to the satisfaction of the City Engineer.
Exhibit D
Tract 7407
Conditions of Approval
3 13. Prior to Parcel Map recordation, the Developer shall install street lights, with LED fixtures on concrete poles and underground wiring, in all public streets bordering lots 1 through 9. These streets include the South Belmont St., Dover Parkway, Woollomes Avenue, and Futbol Drive All dry utilities serving the buildings within the subdivision shall be undergrounded. The Developer shall provide evidence satisfactory to the City Engineer that the utility companies serving the area will provide service to lots within the Parcel Map, including cable TV service. Commitments shall include evidence that arrangements are underway for the undergrounding of facilities where applicable.
14. Prior to Parcel Map recordation, the Developer shall design and install a Sewer System serving each lot in the subdivision. The Plans for the system shall be prepared by a Registered Civil Engineer and comply with City and State standards. Developer shall tie into the existing sewer system. The actual tie-in location shall be approved by the City Engineer. See Municipal Code Chapter 16.28 for Tentative Map submittal requirements related to sewer system improvements.
15. Prior to Parcel Map recordation, the Developer shall have plans prepared for the Water System to serve all the lots within the Parcel Map boundary by a Civil Engineer registered by the State of California. The water system shall meet all City of Delano standards and State of California standards. The Developer shall provide landscape meters for the Community Facilities District. City maintained Water lines shall at all times be installed within the street right-of-way, easements or encroachments on private property will not be allowed. See Municipal Code Chapter 16.28 for Tentative Map submittal requirements related to water system improvements.
16. Prior to Parcel Map recordation, the Developer shall have a Registered Civil Engineer design and prepare plans for the Storm Drainage System in accordance with the City of Delano Subdivision Standards. The Developer shall provide a drainage study prepared by a registered engineer in the State of California showing the adequacy of the in-tract drainage system to be reviewed and approved by the City Engineer.
17. Prior to Recordation of the Parcel Map, the Developer shall perform a flood study, to be reviewed and approved by FEMA (Federal Emergency Management Agency), for issuance of a CLOMR by that agency. The Developer shall be solely responsible for completing the LOMR process after the buildings are completed. See Municipal Code Chapter 16.28 for Tentative Map submittal requirements related to storm drain system improvements.
18. At present, there is sufficient potable water supply to serve this proposed commercial development.
Exhibit D
Tract 7407
Conditions of Approval
4 19. At present, the City of Delano wastewater treatment plant (WWTP) has sufficient capacity to serve the full development of this proposed tract and enough collection system capacity to convey the sewer flows to the WWTP.
20. All sewer, water and drainage related improvements and facilities associated with any development shall meet the requirements of the City of Delano, the California Department of Health Services, and the California Regional Water Quality Control Board, Central Valley Region.
21. The following Public Right of Way Dedications are required prior to Parcel Map recordation: On South Albany Street, the Developer shall dedicate enough right of way to accommodate a 110 ft. wide full street alongside the subdivision. On Woollomes Avenue, the Developer shall dedicate enough right of way to accommodate a 110 ft. wide full street, plus right turn lanes at Dover Parkway. and South Belmont Street alongside the subdivision. On South Belmont Steet, the Developer shall dedicate an 80- foot-wide street from Woollomes Avenue to Futbol Drive. On Futbol Drive, the Developer shall dedicate 40 feet to accommodate an 80-foot-wide full street and enough to accommodate the alignment with the existing intersection of South Albany Street with the Kern County solid waste transfer station. On Dover Parkway, the Developer shall dedicate enough right of way to accommodate a 90 ft. wide full street, between Woollomes Avenue and Futbol Drive
22. Prior to Parcel Map recordation, the Developer shall agree to the formation of and shall cooperate with any and all actions towards the establishment of a Community Facilities District (CFD), under the Mello-Roos Community Facility Act of 1982, to the satisfaction of the City Engineer. Said District shall include a provision for a Cost-ofLiving Adjustment, and shall be responsible for maintenance of all common landscape areas within the public right-of-way, including landscape on the corner lots, and maintenance of its share of the regional detention basin. The Developer shall be required to maintain all landscaping, including the replacement of any trees or shrubs that do not survive within public right-of-way and landscape easements for a period of one year after final inspection of the landscape improvements. The district will take over maintenance on July 1st after the one-year maintenance period. The Developer shall pay for the street light energy until the district assumes responsibility. The Developer shall be fully responsible for the formation of the CFD including, but not limited to, preparation of all reports and documents as needed for City Council approval and filing of assessment district with Kern County offices. Preparation of said reports and documents for formation of the district must be in accordance with applicable law and shall be submitted to the City Engineer, prior to issuance of any Certificates of Occupancy. The Developer shall be fully responsible for paying the cost of water for all landscaping and electricity for the street lights until such time as the CFD is formed and maintenance is assumed by the City of Delano. All corner lot side yard landscaping shall be included in the CFD.
Exhibit D
Tract 7407
Conditions of Approval
5 23. Prior to Parcel Map recordation, the Developer shall provide for all facilities required by fire, police, and utilities for continuous service of the Parcel Map which shall include, but are not limited to, right-of-way dedication for vehicle turnaround areas, turnaround area full pavement section, manholes, cleanouts, blow-offs, fire hydrants, valves, drainage structures, street lighting, and any other improvement needed to provide such services. Required facilities shall be approved by the City Engineer and shown on the approved improvement plans.
24. All improvements require approval by the City Engineer and are to be designed and constructed in accordance with the Subdivision Map Act, the City Subdivision Standards, and all other applicable ordinances, codes, standards, and regulations of the City, County, and State and City of Delano engineering standards, which may be modified by the City Engineer and/or the City Council. Approval of the tentative map shall not be construed as relief from any portion of the engineering requirements listed unless expressly designated and approved by the City Engineer. City and Developer acknowledge that:
a. The Subdivision Map Act provides time limits for improvement plan and Parcel Map review.
b. City review policy of improvement plans provides that submitted improvement plans and maps from all developments shall generally be reviewed in the order received by the City Engineer.
c. City and Developer may agree to expedite review of Parcel Map subject to the availability of City staff and/or consultants. If the Developer requests an expedited review, the Developer shall bear all additional costs of review including staff overtime and consultant costs.
d. The cost of review and inspection by the City Engineering Department, including material testing, staff time, consultant costs, and related incidentals shall be borne by the Developer.
e. Approval of the Parcel Map shall not be construed as relieving the Developer of Tentative Map Conditions unless waived in writing by the City.
25. Prior to Parcel Map recordation, the Developer shall install the following street improvements:
a. The Developer shall construct 110 ft. (full width) road improvements of Woollomes Avenue between South Albany Street and Dover Parkway (Refer to City of Delano Subdivision Standard ST0).
Exhibit D
Tract 7407
Conditions of Approval
6 b. The Developer shall construct 80 ft. (full width) road improvements of South Belmont Street as shown on the Tentative Map, along the frontage of lot #9 (Refer to City of Delano Subdivision Standard ST0).
c. The Developer shall construct 90 ft. (full width) road improvements of Dover Parkway, between Woollomes Avenue and Futbol Drive (Refer to City of Delano Subdivision Standard ST0).
26. All improvements shall be constructed to size and specification as required by the City of Delano's ordinance, policies and standards, and to the satisfaction of the City Engineer. The Developer shall use good engineering judgment to design improvements not addressed in said ordinances, policies, and standards.
27. A copy of the current Preliminary Title Report (issued within the previous 30 days) shall be submitted to the City's Community Development Department by the Developer prior to approval of the Parcel Map.
28. Prior to recordation of the Parcel Map, the Developer shall provide two reproducible mylar copies to the City Engineer.
29. Prior to issuance of the first Certificate of Occupancy within the Parcel Map, the Developer shall submit written evidence of having complied with all Fire Department requirements to the Building Official.
30. If excavation or grading activities within the Parcel Map should uncover a previously unrecorded oil, gas or injection well, the Developer shall notify the Bakersfield district office of the California Geologic Energy Management Division (CalGEM) to ascertain any necessary remedial and/or abandonment requirements.
31. Prior to recordation of the Parcel Map, the Developer shall have completed all of the required public improvements or provided security or bonding for said public improvements.
I have read the above and agree to the conditions as set forth herein. I understand the full nature of the conditions and agree to abide by them.
Applicant/Landowner’s Signature: ___________________________________________ Printed Name: ____________________________________________________________ Applicant's Signature: _______ _______________________
Printed Name: ____________________________________________________________ Exhibit D
Tract 7407
Conditions of Approval
7 Date: _____________________________________________________________________ (PLEASE SIGN AND DATE IN THE ABOVE SPACES, MAKE A COPY FOR YOUR RECORDS, AND RETURN
ORIGINAL TO THE COMMUNITY DEVELOPMENT DEPARTMENT PRIOR TO COMMENCING WORK ON
THE SITE)
Planning Commission
Resolution 2022-006
Correspondence from
Cornerstone Engineering
April 25, 2022
5509 Young Street
Bakersfield, CA 93311
Tel: 661.325.9474 - Fax 661.322.0129
www.cornerstoneeng.com
Engineering:
Civil
Electrical
Mechanical
Process
Structural
Surveying
Project
Management
Staff
Augmentation
Drone
Services
April 25, 2022
City of Delano
Planning Department
1015 11th Street
Delano, CA 93215
Attn: Planning Commission
Re: Response to Planning Commissioner’s Comments at Meeting 4/13/22 GPA/ZC No. 22-0001
CEI #390-22
Dear Planning Commissioner’s:
Thank you for the opportunity to respond to the various concerns and comments put forward at the Planning Commission meeting that took place on April 13, 2022, we have considered each question and concern and offer the following in response:
1. Project Traffic Impacts – A Traffic Letter was prepared by Cornerstone Engineering, Inc., dated January 14, 2021 (attached herein). The letter provides a current trip generation analysis, comparing the proposed single-family residential project with the Arch Beech Consulting Traffic Study prepared for the Certified EIR (2015), and subsequent Addendum adding a residential component and adopted in 2017. The proposed project has significant reductions in all traffic impact categories as compared to all prior studies. The ITE Manual, 10th Edition was used to calculate project Trip Generation Rates. Due to the significant reductions in all traffic impacts, City of Delano, Public Works Department determined that a Traffic Study was not warranted for the proposed project. The traffic impact letter is attached.
2. Landfill – Regarding concerns about the buffer between the capped Land Fill and the proposed project site. Provided herein a recent report by Wood Environment and Infrastructure Solutions, Inc. – Updated Conceptual Site Model and Detection Monitoring Program Evaluation, for McFarland-Delano Sanitary Landfill, Kern County, prepared for Kern County Public Works Department on May 14, 2021. The report is summarized below.
The Delano-McFarland landfill was originally one of 55 burn dumps that were operated in the county. In the 1970’s, the burning stopped, and the site was converted to a landfill. The landfill was never lined so the state and county have been very diligent with regard to groundwater monitoring. In 1995 the site ceased operations as a landfill. Around the year 2,000 the landfill was capped with a low permeability soil cover and a gas collection system was installed. Since then, the site has been operating under a closure permit with the state which includes groundwater and gas monitoring at the site on a semi-annual basis.
5509 Young Street
Bakersfield, CA 93311
Tel: 661.325.9474 - Fax 661.322.0129
www.cornerstoneeng.com
Setback – When the landfill was closed, the county purchased a buffer zone around the landfill. The buffer is 640-ft. The Delano Soccer Park is on this buffer zone. Our residential development is situated completely outside of this buffer zone.
Long Term closure – The county still owns and maintains the protective systems on this landfill. It was closed and capped under a closure permit and plan that was developed and constructed by the county with oversight from the state water quality control board and Cal-Recycle. Ongoing maintenance and monitoring are being done by the county which reports to these state agencies.
Landfill Gas is captured at the site with a Landfill Gas control system. The system consists of vertical gas extraction wells positioned within the waste, an inlet water knockout, blower, a gas flare, and a condensate collection tank. The system operates on a limited basis due to the diminishing methane production from the waste. The county is planning to replace the flare system (that currently operates intermittently due to low methane concentrations) with an activated carbon system that will operate continuously. The landfill has been closed for over 25 years and is not making much landfill gas.
Groundwater – In May of 2021 the county hired a Woods to look at the current groundwater situation at the landfill and make recommendations with regard to future groundwater monitoring. Following is a summary of the report done by Wood Environmental.
The groundwater monitoring system at the landfill consists of 8 water monitoring wells and one background well (used to monitor water upstream of the LF.). The groundwater that is monitored beneath the landfill is known as unconfined groundwater. Across the valley there is a clay zone known as the E-clay or the Corcoran Clay Layer which sits about 270 feet below the landfill surface and is about 20-ft thick. The unconfined water is trapped above this clay layer. Delano Drinking water is drawn from the confined Aquifer, the aquifer below the Confining Corcoran Clay.
Volatile Organic Compounds (VOCs) have been detected at measurable levels in the shallow groundwater beneath the Landfill. The VOCs are present because of the shallow groundwater contact with landfill gas. The VOC concentration drops off rapidly outside the perimeter of the landfill. The groundwater with VOCs does not appear to extend beyond the limits of the 640-ft buffer zone around the LF.
I have spoken with county staff, and they see no reason why our proposed project would not be compatible with the adjacent landfill. The facility is fully closed and monitored by the county and the State. There is no threat to public health and safety from this site.
3. Odors - As stated above, the landfill has been closed for over 25 years and is currently producing very little landfill gas. The gas that is produced is being collected and burned in a flair at the SW corner of the landfill. We have never heard of any reported incidents of odors from the facility. The nearby Walmart and Soccer Park 5509 Young Street
Bakersfield, CA 93311
Tel: 661.325.9474 - Fax 661.322.0129
www.cornerstoneeng.com
create ample opportunities for the public to be exposed to odors if they existed. We don’t have a concern.
4. Water Table Pollutants – As stated above, the unconfined groundwater, above the Corcoran Clay is not a source of drinking water for the City. The city owns and operates two (2) wells in near proximity to the proposed project site. Both wells are maintained and monitored by city Public Works Department. The City posts its water quality reports on the COD web site. The only pollutant of concern in city water is 1,2,3 Trichloropropane (TCP). TCP is a persistent residue of ag chemicals and is a problem in water wells all over the valley. There is no known connection between TCP and the landfill. The city has posted TCP reports on its web site indicating that there are removal projects under development and that the city water supply would have safe TCP levels by July 2021. This issue is a city wide issue and we know of no project impacts which would affect this problem.
5. Air Quality - (then vs. now comparison) any new mitigation.
The project is required to comply with the San Joaquin Valley Air Pollution Control Board (SJVAPCD) and Rule 9510, Indirect Source Rule. An AIA/ISR application will be filed for VTTM 7407. The SJVAPCD will run CalEEMod modeling to analyze NOx, ROG and PM10 for the proposed project. The developer will pay fees for emissions based on the Air District’s requirements. The project air impacts are directly related to project traffic impacts. In this regard please consider the fact that the proposed project has less traffic then the current land use would produce. Therefore, the air impacts from the proposed project will be less than the would be expected from the current commercial land use.
We appreciate the opportunity to respond to your Commission’s concerns. It is our professional opinion that the residential development proposed at this site will not pose any safety or health risks to the future residents or the surrounding area. The State of California has a significant push underway to increase the amount of housing in California.
This project, which converts existing commercial land use to residential will help the City and State achieve more housing.
Respectfully Submitted,
Cornerstone Engineering, Inc.
Derrill G. Whitten, Jr.
PLS 7816, RCE 051930
cc: Chris Mynk
David Wang
Updated Conceptual Site Model and
Detection Monitoring Program Evaluation
McFarland-Delano Sanitary Landfill
Kern County, California
Prepared for:
Kern County Public Works Department May 14, 2021
Bakersfield, California Project 0040340000
1 I:\4000s\4034\Archive\4034-080.docx
Wood Environment & Infrastructure Solutions, Inc.
1281 East Alluvial Avenue, Suite 101
Fresno, California 93720
USA
T: 559-264-2535
www.woodplc.com
May 14, 2021
Project 0040340000
Mr. Jeffrey Davis
Engineering Manager
Kern County Public Works Department
2700 M Street, Suite 450
Bakersfield, California 93301
Subject: Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California Dear Mr. Davis:
Wood Environment & Infrastructure Solutions, Inc. (Wood), has prepared this report on behalf of Kern County Public Works Department (KCPWD) containing an updated Conceptual Site Model (CSM) and an evaluation of the Detection Monitoring Program (DMP) for the McFarland-Delano Sanitary Landfill located in Kern County, California. KCPWD asked Wood to provide a third-party review and evaluation of the current CSM and to evaluate the adequacy of the current DMP. KCPWD also asked Wood to review and evaluate the current DMP network for compliance with relevant sections of California Code of Regulations Title 27, Section 20415, and to make recommendations for potentially necessary upgrades.
It has been a pleasure to be of professional service to you. Please contact us if you have any questions or if we can be of further assistance.
Sincerely,
Wood Environment & Infrastructure Solutions, Inc.
Mary E. Kairouz, PG Gary L. Kramer, PG
Senior 2 Geologist Principal Geologist
Updated Conceptual Site Model and
Detection Monitoring Program Evaluation
McFarland-Delano Sanitary Landfill
Kern County, California
Prepared for:
Kern County Public Works Department
2700 M Street, Suite 450
Bakersfield, California 93301
Prepared by:
Wood Environment & Infrastructure Solutions, Inc.
1281 East Alluvial Avenue, Suite 101
Fresno, California 93720
T: 559-264-2535
May 14, 2021
Project 004034000
Copyright and non-disclosure notice
The contents and layout of this document are subject to copyright owned by Wood (© Wood Environment & Infrastructure Solutions, Inc.) to the extent that copyright has been legally assigned by us to another party or is used by Wood under license. To the extent that we own the copyright in this document, it may not be copied or used without our prior written agreement for any purpose other than the purpose indicated in this document. The methodology (if any) contained in this document is provided to you in confidence and must not be disclosed or copied to third parties without the prior written agreement of Wood. Disclosure of that information may constitute an actionable breach of confidence or may otherwise prejudice our commercial interests. Any third party who obtains access to this document by any means will, in any event, be subject to the Third-Party Disclaimer set out below.
Third-party disclaimer
Any disclosure of this document to a third party is subject to this disclaimer. The document was prepared by Wood at the instruction of, and for use by, our client named on the front of the document. It does not in any way constitute advice to any third party who is able to access it by any means. Wood excludes to the fullest extent lawfully permitted all liability whatsoever for any loss or damage howsoever arising from reliance on the contents of this document. We do not however exclude our liability (if any) for personal injury or death resulting from our negligence, for fraud or any other matter in relation to which we cannot legally exclude liability.
Professional declaration
This document was prepared by Wood staff under the supervision of the Geologists whose seals and signatures appear hereon. The findings, recommendations, specifications, or professional opinions presented in this document were prepared in accordance with generally accepted professional geologic practice and within the scope of the project. No other warranty, express or implied, is provided. ______________________________________________________ ______________________________________________________ Mary E. Kairouz, PG Gary L. Kramer, PG
Senior 2 Geologist Principal Geologist
Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California i I:\4000s\4034\Archive\4034-080.docx
Table of contents
1.0 Introduction ........................................................................................................................................................................... 1
2.0 Background Information................................................................................................................................................... 1
2.1 Location .................................................................................................................................................................. 2
2.2 Landfill History ..................................................................................................................................................... 2
2.3 Previous Groundwater Assessments ........................................................................................................... 2
2.4 Landfill Compliance Monitoring Network................................................................................................. 3
2.5 Landfill Gas Control System............................................................................................................................ 3
2.6 Physiographic Setting........................................................................................................................................ 4
2.7 Climate .................................................................................................................................................................... 4
2.8 Surface Water....................................................................................................................................................... 4
3.0 Hydrogeologic Framework .............................................................................................................................................. 5
3.1 Surface Soils .......................................................................................................................................................... 5
3.2 Hydro Stratigraphy............................................................................................................................................. 5
3.3 Site-Specific Hydrogeology ............................................................................................................................ 6
3.3.1 Perched Groundwater....................................................................................................................... 6
3.3.2 Unconfined Aquifer ........................................................................................................................... 6
3.3.3 Regional Confined Aquitard........................................................................................................... 7
3.3.4 Groundwater Occurrence................................................................................................................ 7
4.0 Groundwater Quality.......................................................................................................................................................... 8
4.1 Volatile Organic Compounds ......................................................................................................................... 8
4.1.1 Detection Monitoring Program Wells ........................................................................................ 8
4.1.2 Corrective Action Program Wells ................................................................................................. 9
4.1.3 Water Supply Wells..........................................................................................................................10
4.1.4 Volatile Organic Compound Source Control and Corrective Action Program Efficacy..................................................................................................................................................10
4.2 Groundwater Geochemistry..........................................................................................................................11
5.0 Detection Monitoring Program Evaluation .............................................................................................................11
5.1 Adequacy of Existing Detection Monitoring Program.......................................................................11
5.1.1 Detection Monitoring Program Background Well Replacement ..................................12
5.1.2 Detection Monitoring Program Replacement Wells ..........................................................12
5.2 Conceptual Well Installation.........................................................................................................................12
5.2.1 Exploratory Program and Well Installation ............................................................................12
5.2.2 Data Evaluation and Reporting...................................................................................................13
5.3 Evaluation of Potential Corrective Action Program Enhancements..............................................13
6.0 References ............................................................................................................................................................................13 List of tables
Table 1 Detected Volatile Organic Compounds in Groundwater Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California ii I:\4000s\4034\Archive\4034-080.docx
List of figures
Figure 1 Site Location Map
Figure 2 Site Plan
Figure 3 Topographic and Soil Classification Map
Figure 4 Groundwater Hydrograph
Figure 5 Groundwater Potentiometric Surface Map, August through September 2020 Figure 6 Distribution of Volatile Organic Compounds in Groundwater (June 2020) Figure 7 Proposed Replacement Detection Monitoring Program Wells List of appendices
Appendix A Geophysical Logs
Appendix B Water Supply Well GeoTracker Data
Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 1 I:\4000s\4034\Archive\4034-080.docx
1.0 Introduction
Wood Environment & Infrastructure Solutions, Inc. (Wood), has prepared this report on behalf of Kern County Public Works Department (KCPWD) containing an updated Conceptual Site Model (CSM) and an evaluation of the detection monitoring program (DMP) for the McFarland-Delano Sanitary Landfill (McFarland-Delano SLF) located in Kern County, California (Figure 1). The Central Valley Regional Water Quality Control Board (RWQCB) adopted Waste Discharge Requirements Order R5-2013-0012 (WDRs) and the associated Monitoring and Reporting Program for the McFarland-Delano SLF on February 1, 2013, to regulate post-closure maintenance and corrective action (RWQCB, 2013). The groundwater monitoring system at the McFarland-Delano SLF currently consists of eight groundwater monitoring wells (Figure 2):
one background well (MD1-34) upgradient or cross-gradient of the waste management unit (WMU), three point of compliance (POC) wells (MD1-31, MD1-32, and MD1-33), and four corrective action program (CAP) wells (MD3-02, MD3-06, MR3-07, and MD3-08).
Groundwater elevation is currently dropping at a rate of approximately 1.5 to 2 feet per year, which has resulted in most of the DMP wells going dry. During third quarter 2019, 23 monitoring wells were reported as dry: wells MD1-01 through MD1-08, MD1-11 through MD-15, MD1-22 through MD1-27, MD3-01, and MD3-03 through MD3-05. Twenty-two of these well, excluding well MD1-14, were decommissioned in May 2020 (Wood, 2020). Well MD3-02 has been reportedly dry since the second quarter 2019. Continued groundwater declines in the area will eventually cause dewatering of CAP wells MD3-06 and MD3-07, which may also require replacement in the next few years.
The CSM represents the geography, hydrogeologic, and groundwater quality conditions surrounding the McFarland-Delano SLF. The CSM is a tool used to evaluate and make decisions on future DMP and CAP well placement and to validate the adequacy of the DMP and CAP compliance network; as such, it should reflect current site hydrogeologic conditions. The current CSM was developed in 2002 (Geomatrix, 2002) and subsequently updated following the completion of the 2002 to 2004 evaluation monitoring program (EMP) (Geomatrix, 2004) and is based on data that are over 17 years old. Land use, irrigation patterns technology, and groundwater uses have substantially changed in Kern County over this timeframe.
The current CSM was deemed by KCPWD to be out of date and may not represent current groundwater conditions beneath the landfill. KCPWD asked Wood to provide a third-party review and evaluation of the current CSM and to update it with new data. KCPWD also asked Wood to review and evaluate the current DMP network for compliance with relevant sections of California Code of Regulations (CCR) Title 27, Section 20415 (Title 27), and to make recommendations for adding replacement wells to the monitoring system.
On November 22, 2019, geophysical logs consisting of a dual induction and natural gamma ray log were obtained from six monitoring wells (MD1-31, MD1-33, MD1-34, MD3-03, MD3-06, and MD3-07; Figure 2).
The geophysical data were incorporated into the existing geological database for the McFarland-Delano SLF and used to update the current CSM. The resulting CSM evaluation was used to assess the adequacy of the existing DMP network based on criteria outlined in CCR Title 27, Sections 21750 (f) and (g) and Section 21760(a)(3). Wood recommends installing one replacement background well and three replacement POC wells to keep the DMP compliant with Title 27. Recommendations for the placement and construction details for the new CAP monitoring well(s) will be made after reviewing initial groundwater elevation, gradient, and analytical data from the existing DMP, CAP, and replacement DMP wells.
2.0 Background Information
A summary of the physical setting, landfill history, and previous investigations conducted in the site vicinity are discussed in the following subsections.
Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 2 I:\4000s\4034\Archive\4034-080.docx
2.1 Location
McFarland-Delano SLF is located in the south half of Section 23, Township 25 south, Range 25 East, Mount Diablo Baseline and Meridian. The landfill is approximately 1.5 mile southwest of the Delano and 4 miles north-northeast of McFarland (Figure 1). The landfill property, which includes the WMU and adjacent buffer zones, occupies approximately 106.8 acres. The WMU represents approximately 40 acres of this area (Figure 2).
2.2 Landfill History
The McFarland-Delano SLF was operated as a Class III public landfill by KCPWD between 1972 and August 1992. Prior to 1972, the facility was used as a burn dump and accepted Classes II-2 and III wastes, including pesticide containers. The landfill waste cells were excavated to depths of as much as 30 feet.
Final closure of the McFarland-Delano SLF, completed in October 1995, included placement of a low permeability clay cap over the surface of the landfill and construction of storm water diversions and storm water retention ponds. An active landfill gas collection system was installed in 1999 and became operational in January 2000. Under the approved DMP and CAP, KCPWD currently performs semiannual groundwater monitoring at the landfill (KCPWD, 2020).
2.3 Previous Groundwater Assessments
The first groundwater assessment performed at the McFarland-Delano SLF consisted of installing three groundwater monitoring wells (MD1-1, MD1-2, and MD1-3) in 1986 as part of a Solid Waste Assessment Test (BSK, 1987). These wells were completed with screened intervals between 40 and 60 feet below ground surface (bgs). Groundwater samples collected from the wells between 1986 and 1989 indicated the presence of benzene, vinyl chloride, 1,4-dichlorobenzene, tetrachloroethene, and methylene chloride at concentrations above laboratory practical quantitation limits. In 1989, five additional wells (MD1-4 through MD1-8) were installed and sampled to evaluate the extent of chemicals in groundwater around the perimeter and downgradient of the McFarland-Delano SLF (BSK, 1990). These wells were completed with screened intervals between 35 and 60 feet bgs.
Two off-site groundwater assessments were performed between 1989 and 1990 to evaluate groundwater quality outside the McFarland-Delano SLF property. One assessment consisted of collecting discretedepth groundwater samples from 21 hollow-stem auger borings using HydroPunch methods.
Groundwater samples were collected from three depth intervals to a maximum depth of 78 feet bgs, and the samples were analyzed for volatile organic compounds (VOCs) and select inorganic constituents (Kleinfelder, 1991). In 1991, an additional off-site groundwater assessment was conducted to the south, southeast, and east of the McFarland-Delano SLF. This assessment included collecting a single discretedepth groundwater sample near the top of the water table (approximately 55 feet bgs) at nine boring locations using BAT® methods (Kleinfelder, 1991).
Declining water levels in the McFarland-Delano area necessitated the installation of five additional deeper groundwater monitoring wells (MD1-11 through MD1-15) at the McFarland-Delano SLF in 1993. These wells were completed with 30-foot long screen sections, generally at depths between 45 and 75 feet bgs (EMCON, 1994). These wells were used for DMP compliance monitoring until 1999 when replacement DMP wells MD1-22 through MD1-25 were installed and the POC was moved approximately 80 feet south (monitoring wells MD1-23, MD1-24, and MD1-25) and east (monitoring well MD1-22) of the WMU. Wells MD1-12, MD1-13, MD1-14, and MD1-15 were no longer used for DMP compliance monitoring because these wells were installed within the WMU.
Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 3 I:\4000s\4034\Archive\4034-080.docx
The EMP was completed at the McFarland-Delano SLF in 1999 (Geomatrix, 2004). The EMP was triggered after VOCs were detected in DMP wells. Three EMP wells were installed between October 1999 and July 2000 as part of the program. EMP wells MD3-01 and MD3-03 were installed downgradient of DMP wells MD1-23, MD1-24, and MD1-22 and screened across the water table at depths from 55 to 75 feet bgs.
EMP well MD3-02 was installed near MD3-01 and screened across a deeper, saturated sand zone between 91 and 101 feet bgs. A second background monitoring well (MD1-26) was installed in July 2001 north of the landfill and upgradient of well MD1-13. This well was installed to provide additional inorganic background water quality data.
In April 2012, wells MD1-22, MD1-23, and MD3-03 were replaced by wells MD1-32, MD1-33, and MD3-06 as a result of groundwater decline in the unconfined aquifer (AMEC, 2012). DMP well MD1-31 was also installed at this time to evaluate the change in the distribution of VOCs in groundwater east of the landfill caused by the groundwater gradient changes. In May 2013, KCPWD installed replacement background well MD1-34 to replace dry well MD1-27 and installed new CAP well MD3-08 to monitor VOCs downgradient of the southeast portion of the landfill to accommodate eastward shifting groundwater gradients (AMEC, 2013). Subsequent groundwater monitoring of replacement EMP well MD3-06 indicated the presence of detectable levels of trichlorofluoromethane (Freon 11) and trace levels of tetrachloroethene (PCE) in groundwater east (downgradient) of the landfill. In February 2014, KCPWD installed EMP well MD3-07 east of this location in response to these findings and to further delineate the extent of these VOCs downgradient of well MD3-06 (AMEC, 2014).
The RWQCB approved a work plan to decommission 23 dry monitoring wells in October 2018. Wood decommissioned 22 (MD1-01 through MD1-08, MD1-11 through MD-13, MD1-15, MD1-22 through MD1-27, MD3-01, and MD3-03 through MD1-05) of the 23 dry monitoring wells in May 2020 (Wood, 2020). Dry well MD1-14 was not decommissioned at this time because KCPWD may use this well as a landfill gas (LFG) extraction well.
2.4 Landfill Compliance Monitoring Network
The current groundwater monitoring network is comprised of three DMP compliance wells (MD1-31, MD1-32, and MD1-33), one background monitoring well (MD1-34), and four CAP wells (MD3-02, MD3-06, MD3-07, and MD3-08) (KCPWD, 2020; Figure 2). Groundwater monitoring is performed on a semiannual basis in the second and fourth quarters of each year. Groundwater levels are measured on a quarterly basis to determine groundwater flow direction and gradient. Groundwater is analyzed for general mineral constituents and VOCs by the U.S. Environmental Protection Agency Method 8260B.
2.5 Landfill Gas Control System
KCPWD operates an LFG control system at the McFarland-Delano SLF. The system consists of vertical gas extraction wells positioned within the waste, an inlet water knock-out, blower, LFG flare, and a condensate collection tank (KCPWD, 2020). The system operates on a limited basis due to the diminishing methane production from the WMU. The system uses barometric pressure controls to optimize LFG extraction when LFG is likely to migrate under conditions of decreasing barometric pressure.
KCPWD is planning to replace the flare system that currently operates intermittently due to low methane concentrations with an activated carbon system that will operate continuously. In September 2019, KCPWD personnel tested dry groundwater monitoring wells MD1-07 and MD1-14 for methane production. Well MD1-14 produced enough methane to be eligible for consideration to be added to the LFG extraction system when the activated carbon system is installed in the future.
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2.6 Physiographic Setting
Topography in the area of the McFarland-Delano SLF is relatively flat, sloping toward the northwest at a gradient of about 10 feet per mile. The head of an unnamed ephemeral drainage originates in the southeast corner of Section 16, approximately 1 mile northeast of the McFarland-Delano SLF (NGMDB, 2021; Figure 3). The elevation contours wrapping this drainage project east-southeast of the drainage head, through Section 23 (occupied by the McFarland-Delano SLF), and then eastward of the McFarlandDelano SLF. This drainage feature then curves south-southeast, paralleling State Highway 99 to within
0.5 mile of the town of McFarland. This topographic feature likely delineates the path of a historical drainage channel that drained into the Tulare Lake Bed. The occurrence of the saline-sodic Garces soil (Figure 3) in a band trending west-to-west-northwest suggests this area has been topographically low and may have been periodically inundated by waters of the Tulare Lake Bed as lake levels fluctuated through time.
A review of the U.S. Geological Survey ‘’Pond, California’’ 7.5-minute quadrangle map shows four apparently man-made depressions visible in the northeast corner of Section 22. The past use of the depressions was apparently associated with Southern San Joaquin Municipal Utility District’s (SSJMUD) “Airport Reservoir”. Recharge of surface water from these impoundments have affected groundwater elevations in former DMP well MD1-11 and current background well MD1-34. Discharges from these impoundments could also affect groundwater quality in the shallow aquifer northwest of the McFarlandDelano SLF.
2.7 Climate
Average annual rainfall in the McFarland-Delano area is approximately 6.45 inches (PRISM, 2020).
Observed evapotranspiration rates are high, approximately 57.9 inches per year (CIMIS, 2020).
This represents a net annual water deficit of 51.45 inches, indicating precipitation is not a significant source of recharge except in years of exceptional precipitation.
2.8 Surface Water
Surface water runoff around the McFarland-Delano SLF does not appear to be a significant source of recharge to the unconfined aquifer, except in areas occupied by retention ponds. Storm water runoff from the landfill is collected in three on-site retention ponds. The ponds are located near the northwest, north central, and southwest perimeter of the WMU. These ponds could serve as a source of recharge during times of exceptional precipitation and runoff.
The principal source of recharge in the area of the McFarland-Delano SLF is irrigation and from SSJMUD’s Airport Reservoir. Irrigation water applied to crops at a rate above crop demand percolates through soil to groundwater after the specific capacity of the soil is exceeded. Irrigation efficiency is defined as the amount of irrigation water needed to satisfy crop demand (demand includes evaporation and transpiration) as a percentage of the total irrigation water applied. Irrigation efficiencies can range from 100 percent (%) to less than 60%, indicating from zero to more than 40% of the water applied exceeds crop demand and passes through the root zone (USDA, 1983).
Local irrigation studies indicate an average of 20% of water applied to saline and alkali soils is necessary to reclaim these soils for agricultural use, by leaching inorganic salts from the root zone. Soil amendments are typically used to aid in this reclamation. Leaching requirements can represent a 5 to 10% loss in irrigation efficiency (KCWA, 2001). The specific electrical conductance (SEC) of this excess water can be up to six times the SEC of the water initially applied for irrigation, indicating a significant increase in dissolved solids concentrations (FAO, 1985). Irrigation patterns vary seasonally, depending on crop type and soil Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 5 I:\4000s\4034\Archive\4034-080.docx
type being irrigated. These variations may translate into variable recharge and water quality in shallow groundwater (Geomatrix, 2004). Irrigation practices in the McFarland-Delano area has transited from flood or furrow irrigation to more efficient drip, micro spray, and micro fan irrigation resulting in higher irrigation efficiencies and less recharge to the subsurface.
SSJMUD’s Airport Reservoir is located approximately 900 feet northwest of the northwest corner of the landfill. This reservoir stores surface water conveyed from the Friant Kern Canal (SSJMUD, 2019).
The reservoir is unlined and consists of four impoundments. Groundwater elevation data from former upgradient DMP well MW-11 and current background well MD1-34 shows the effects of recharge to groundwater associated with this reservoir (Figure 4). Water levels in these wells are relatively higher than the other DMP and CAP monitoring wells, indicating the presence of a groundwater mound beneath these impoundments.
3.0 Hydrogeologic Framework
The McFarland-Delano SLF is located in the southern San Joaquin Valley. The San Joaquin Valley is the southern half of the Central Valley geomorphic province of California, bounded on the east by the Sierra Nevada Mountains, on the south by the Tehachapi and San Emigdio Mountains, on the west by the Coast Ranges, and on the north by Sacramento-San Joaquin Delta. The San Joaquin Valley is a northwesttrending, asymmetrical structural trough. The depositional basin created contemporaneously during the formation of this structural trough has received up to 6 vertical miles of sediment eroded from the adjacent mountains (USGS, 1959). Information regarding the hydrogeologic framework for the area surrounding the McFarland-Delano SLF, including soil information, regional stratigraphy, and site-specific stratigraphy and groundwater occurrence, is provided in the following subsections.
3.1 Surface Soils
Surface soil in the area surrounding the north, east, and southeast of the WMU (Figure 3) consists of Garces silt loam (USDA, 1999). The Garces soil type is described as a deep, well-drained saline-sodic soil formed along basin rims. The soil is moderate to strongly alkaline in nature and has a very low permeability. Boron at levels toxic to vegetation has been reported in places where this soil series is present (USDA, 1988). Carbonate is present in the B-horizon at levels up to 10% (USDA, 2021).
The Garces soil type is suitable for agriculture following treatment with soil amendments, primarily gypsum, and if sufficient irrigation water is applied to reduce soil salinity by leaching (USDA, 1988).
The McFarland loam soil is present in areas southwest and west of the McFarland-Delano SLF property.
A lobe of the McFarland loam soil extends into soils predominantly of the Garces soil type. The McFarland loam is a deep, well-drained soil developed on alluvial fans and flood plains (USDA, 2003). The soil has moderate permeability and is suitable for a variety of irrigated crops.
3.2 Hydro Stratigraphy
The uppermost sediments beneath the landfill consist of more than 2,500 feet of Holocene to Pliocene Age unconsolidated flood basin, lacustrine, and alluvial fan deposits that are subdivided into younger alluvium (Holocene), older alluvium (Pleistocene to Holocene), and continental deposits of the Tulare Formation (Pliocene-Pleistocene). They consist of laterally and vertically discontinuous deposits of heterogenous mixes of gravel, sand, silt, and clay. These sediments are underlain by several thousand feet of Tertiary age consolidated marine deposits.
The unconfined aquifer occurs in interbedded Holocene alluvial, floodplain, and marsh deposits situated above the modified E-clay, which acts as a regional aquitard. Sediments in this aquifer consist of vertically Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 6 I:\4000s\4034\Archive\4034-080.docx
and laterally discontinuous beds of sands, silts, and clays. First encountered groundwater beneath the McFarland-Delano SLF is within the upper unconfined aquifer. The DMP and EMP wells surrounding the landfill have been installed into this unconfined aquifer (Amec Foster Wheeler, 2017).
The upper portion of the Tulare Formation contains a fine-grained member of lacustrine origin commonly referred to as the Corcoran Clay member or the modified E-clay (Page, 1986). It ranges in thickness from a few feet near its edge to more than 160 feet beneath the Tulare Lake Bed. The continuity, thickness, and fine-grained character of the modified E-clay make it an excellent aquitard, separating unconfined and confined groundwaters beneath much of the Central Valley. According to Page (1986), the modified E-clay, also known as the Corcoran Clay Member of the Tulare Formation, extends beneath the area in which the McFarland-Delano SLF is located. Davis et al. (1959) reports encountering the “diatomaceous clay” (equivalent to the modified E-clay) at a depth of about 270 feet in a nearby well in Section 11. The thickness of the modified E-clay in this well was about 60 feet. Geophysical data collected from the former landfill water supply well indicate a fine-grained unit, which may correspond to the modified E-clay occurring between 268 and 284 feet with a thickness of about 16 feet (AMEC, 2011).
The confined aquifer occurs below the modified E-clay aquitard. The aquifer is developed in the Pliocene a Pleistocene sediments of the Tulare formation. Most of the groundwater supply wells are screened in this regional confined aquifer, which is the primary source of water supply in the Delano area (Geomatrix, 2002).
3.3 Site-Specific Hydrogeology
A description of the geology of the McFarland-Delano SLF and surrounding landfill buffer areas is limited by the available data to a depth of approximately 160 feet bgs. Most of the soil borings range in depth between 50 and 108 feet bgs. The stratigraphy is based on boring lithologic logs, electrical, and natural Gamma Ray geophysical logs (Appendix A).
3.3.1 Perched Groundwater
Perched groundwater is found in many areas of the San Joaquin Valley, typically near the axis of the valley and the vicinity of the former lakes, sloughs, and/or marshes. Sedimentation in these depositional environs consist of clays and silts of low vertical permeability, restricting the downward infiltration of the groundwater. Perched water was encountered historically beneath the northern portion of the McFarlandDelano SLF in the soil borings for wells MD1-5 and MD1-9 at depths of 22 and 30 feet bgs (Geomatrix, 2002). Perched groundwater was also reported at a location about 0.25 mile northwest of the McFarlandDelano SLF at depths of 30 and 36 feet bgs (Geomatrix, 2002). This perched water zone was not encountered in pilot borings drilled for the installation of the DMP replacement wells in 1999, the initial EMP wells installed between 1999 and 2001, and former background well MD1-26 installed in 2001. Given these later observations, it appears that perched aquifer is laterally and temporally localized in extent or has been dewatered, and its occurrence may be dependent on local irrigation patterns and subsurface geology.
3.3.2 Unconfined Aquifer
The unconfined aquifer occurs in interbedded Holocene alluvial, floodplain, and marsh deposits situated above the modified E-clay (Page, 1986). Sediments in this aquifer consist of vertically and laterally discontinuous beds of sands, silts and clays. The base of the unconfined aquifer in the vicinity of the McFarland-Delano SLF coincides with the top of the modified E-clay at a depth of approximately 270 feet bgs (Geomatrix, 2002). The stratigraphy of soils encountered beneath the site is consistent with low Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 7 I:\4000s\4034\Archive\4034-080.docx
velocity stream channel and floodplain deposits. The highly variable and discontinuous stratigraphic layers are typical of distal alluvial fan and basin deposits bordering marshes and lake beds.
An evaluation of the borehole data and geophysical logs indicates the sediments beneath the McFarlandDelano SLF property are highly interbedded and laterally and vertically discontinuous. In general, sediments encountered during previous investigations consist of interbedded sand, silty sand, clayey sand, silt, sandy silt, sandy lean clay, lean clay, and lean clay and silt with sand (Geomatrix, 2002 and 2004; AMEC 2012, 2013, and 2014; and Amec Foster Wheeler, 2017). The vertical soil profile beneath the western portion of the McFarland-Delano SLF comprise soil lithologies with higher sand fraction.
3.3.3 Regional Confined Aquitard
The Corcoran Clay member or the modified E-clay (Page, 1986) forms an aquitard beneath the site that separates the unconfined groundwater zone in which the DMP wells are installed from the underlying confined aquifer. Well log data from nearby wells indicates the thickness of the modified E-clay ranges between 15 and 42 feet in the area of the McFarland-Delano SLF (Geomatrix 2004). Geophysical data collected from the former landfill water supply well indicate a fine-grained unit that correlates to the modified E-clay, occurring between 268 and 284 feet with a thickness of about 16 feet (AMEC, 2011).
This is consistent with the thickness of 20 feet reported by Page (1986) in this area of the valley.
3.3.4 Groundwater Occurrence
The McFarland-Delano SLF is in the North Kern Hydrologic Area of the South Valley Hydrologic Unit, which is located in the southwest portion of the Tulare Lake Hydrologic Basin (RWQCB, 2018). For the RWQCB Basin Planning purposes, the area is located in Detailed Analysis Unit 256. The 2018 update to the Basin Planning has Detailed Analysis Unit 256 designated beneficial uses of groundwater as Municipal and Domestic Supply, Agricultural Supply, Industrial Service Supply, and Industrial Process Supply.
Groundwater beneath the McFarland-Delano SLF is currently encountered in the unconfined aquifer at depths of approximately 85 to 111 feet bgs. Monitoring wells installed after 1999 did not encounter perched groundwater in the vicinity of the landfill. Groundwater levels in the unconfined aquifer beneath the landfill have been steadily declining since first quarter 2007. Between January 2007 and November 2017, groundwater in the unconfined aquifer has declined about 35 feet, an average of about 3.3 feet per year (Figure 4). Since November 2017, groundwater level rate of decline slowed to about 1.5 feet per year.
The groundwater level decline is more pronounced in the monitoring wells located on the eastern side of the McFarland-Delano SLF.
Wells MD1-11 and MD1-34 are periodically influenced by recharge from the SSJMUD’s Airport Reservoir.
Hydrographs of these wells show the effects of recharge to groundwater associated with this reservoir (Figure 4). Water levels in these wells are relatively higher than the other DMP and CAP monitoring wells, indicating the presence of a groundwater mound beneath these impoundments. Well MD1-34 has shown measurable fluctuations in groundwater elevations after August 2017. These fluctuations are likely the result in flux changes associated with changes in the volume and timing of surface water storage in the SSJMUD’s Airport Reservoir (Figure 4). The fluxes in recharge around the SSJMUD’s Airport Reservoir may be influencing changes in groundwater gradients northwest of the McFarland-Delano SLF.
Twenty-two McFarland-Delano SLF monitoring wells (MD1-01 through MD1-08, MD1-11 through MD1-13, MD1-15, MD1-22 through MD1-27, MD3-01, and MD3-03 through MD1-05) were decommissioned in 2020 because they were reported as dry for several years and were potential conduits for vertical migration of LFG (Wood 2020). Groundwater separation beneath these decommissioned wells Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 8 I:\4000s\4034\Archive\4034-080.docx
are projected to range from approximately 14 to 50 feet based on the August 2020 potentiometric surface map and available well construction data.
Groundwater gradients beneath the McFarland-Delano SLF were predominately to the southeast between 1999 and third quarter 2004. Groundwater gradients shifted from predominantly southeast to more easterly between 2005 and third quarter 2018. Between third quarter 2018 and third quarter 2020, the groundwater gradient has been generally toward the east-northeast. In fourth quarter 2019, the gradient shifted to the east-southeast, but returned to east-northeast in first quarter 2020. The groundwater gradient at the Nutrien Ag Solutions, Inc., site, located approximately 0.5 miles northeast of the McFarland-Delano SLF, between April 2013 and August 2015, was directed toward the east-northeast (Rubik, 2018). During second quarter 2019, groundwater gradient was generally toward the east-northeast (Rubik 2019a) and in third quarter 2019 was generally toward the northeast (Rubik 2019b). In third quarter 2020, the groundwater gradient was predominately to the east-northeast (Rubik, 2020). The off-site data also support groundwater gradients toward the east-northeast in this area (Figure 5).
Regional groundwater levels are expected to continue to decline based on increasing regional water supply demand, changes from seasonal row crops such as cotton to perennial tree and vine crops, and changes in irrigation practices that promote higher irrigation efficiencies and less groundwater recharge (Amec Foster Wheeler, 2017).
4.0 Groundwater Quality
Groundwater quality beneath the McFarland-Delano SLF is addressed in terms of supporting the CSM.
The current CSM identified LFG migration from the unlined landfill to groundwater as the primary mechanism of release from the WMU. To evaluate the adequacy of the current DMP and locations for replacement DMP wells, it is important to consider the distribution of VOCs in groundwater as they relate to groundwater flow beneath the landfill.
VOC data obtained from the current DMP and CAP monitoring network and groundwater geochemistry in the current compliance monitoring wells are discussed in the following subsections.
4.1 Volatile Organic Compounds
Groundwater monitoring indicates the presence of certain VOCs in shallow groundwater beneath the landfill. The current CSM identified six VOCs that have been detected consistently in samples from monitoring wells at the landfill: dichlorodifluoromethane (Freon 12), 1,1-dichloroethane, cis-1,2- dichloroethene, PCE, trichloroethene, and Freon 11. Historically, VOC concentrations were highest in samples from groundwater monitoring wells near the landfill and attenuated rapidly with distance from the landfill (Geomatrix, 2002; KCWMD, 2020). The VOCs in groundwater are attributed to LFG migration from the waste prism through underlying vadose zone soils to the groundwater table (Geomatrix, 2004).
The VOCs subsequently partition from soil gas to the dissolved phase at the groundwater table. The current distribution of VOCs in groundwater is shown on Figure 6.
4.1.1 Detection Monitoring Program Wells
Well MD1-34 is considered the background well for the purpose of DMP monitoring (Figure 5). VOCs were not detected in this well until May 2018, about the time the gradient began to shift to the eastnortheast (Table 1). PCE was detected at trace levels five times between May 2018 and December 2020 (Table 1). These trace detections are likely the result of the change in groundwater gradients to the eastnortheast, placing well MD1-34 more cross-gradient of the landfill and likely downgradient of the landfill gas aureole extending around the perimeter of the landfill. The partitioning of LFG VOCs to groundwater Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 9 I:\4000s\4034\Archive\4034-080.docx
beneath the LFG aureole and downgradient transport in groundwater to well MD1-34 is the suspected explanation for these trace detections (Figure 6).
Well MD1-33 was located downgradient of the landfill when the groundwater gradients were directed toward the southeast and east-southeast; this well is currently upgradient of the landfill (Figure 5). VOCs, primarily consisting of 1,1-dichloroethane, cis-1,2-dichloroethene, PCE, trichloroethene, Freon 11, Freon 12, and tentatively identified compound dichlorofluoromethane (Freon 21), have been periodically detected in this well since it was installed in April 2012 (Table 1). The highest VOC concentrations (PCE, TCE, and Freon 11) appear to have peaked between August and November 2018 and have subsequently been declining. This pattern of VOC concentrations over time is consistent with a changing groundwater gradient from southeast to east and now to east-northeast sweeping the VOC mass through this well by groundwater advection as the groundwater gradient shifted. Concentrations are expected to continue to decline if this well remains upgradient of the WMU.
Well MD1-31 is located downgradient of the southeast corner of the WMU and appears to be near the center mass of VOCs in groundwater based on VOC concentrations (Figure 6). VOCs, primarily consisting of 1,1-dichloroethane, cis-1,2-dichloroethene, PCE, trichloroethene, Freon 11, Freon 12, and Freon 21, have been periodically detected in this well since it was installed in August 2012. The highest VOC concentrations occurred between August 2016 and November 2018 when the groundwater gradient was predominately to the east. As the groundwater gradient has shifted to the east-northeast, the VOC concentrations have declined slightly (Table 1).
Well MD1-32 is currently located downgradient to cross-gradient of the southeast corner of the WMU (Figure 5). When the gradient was predominately eastward, it was located downgradient of the WMU.
VOCs, primarily consisting of 1,1-dichloroethane, PCE, trichloroethene, Freon 11, and Freon 21, have been periodically detected in this well since it was installed in April 2012. Between February 2013 and August 2016, when the groundwater gradient was predominately to the east-southeast, this well was near the center of VOC mass in groundwater (Table 1). As the gradient shifted to the east-northeast, this well was positioned more cross-gradient of the WMU and VOC concentrations began to decline to historical lows.
It is possible that VOCs in this well may increase as the VOC mass currently near well MD3-08 is advected east-northeast away from well MD3-08 (Figure 6).
4.1.2 Corrective Action Program Wells
Well MD3-02 was installed in August 2000 as a deep zone EMP well. As groundwater levels declined, the well later became a water table well before groundwater levels finally declined to a point where the well was rendered not usable after November 2018 (Figure 4). This well was downgradient of the WMU when groundwater gradients were directed to the southwest. A review of analytical data from May 2006 to November 2018 indicates VOCs were not detected in this well (Table 1). The southern extent of the VOC mass was defined by this well when the gradients were directed to the southeast and east. Now that the groundwater gradient is predominately east-northeast, it is unlikely that groundwater in the area of well MD3-02 is impacted by VOCs because this well is now orientated cross-gradient of the WMU (Figure 5).
In April 2012, well MD3-06 was installed to replace well MD3-03 to assess VOCs east of the WMU.
The VOCs detected most frequently from May 2015 to December 2020 were PCE and Freon 11 (Table 1).
The highest VOC concentrations occurred between February 2014 and November 2017 when the groundwater gradients were predominately to the east. When the groundwater gradient shifted to the east-northeast, VOC concentrations began to decline as the axis of the VOC mass shifted northward and well MD3-06 became orientated more cross-gradient of the WMU (Figures 5 and 6).
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Well MD3-08 was installed in May 2013 as an intermediary CAP well for surveillance of the central portion of the VOC mass after groundwater gradients shifted from the southeast to more easterly. Under the current groundwater flow gradient, this well is now cross-gradient to upgradient of the WMU (Figure 5).
The VOCs detected most frequently from May 2013 to December 2020 were chloroform, PCE, Freon 11, Freon 12, and TCE (Table 1). After this well was installed, the VOC concentrations gradually increased as the axis of the VOC mass in groundwater shifted northward in response to the predominately easterly groundwater gradient. Concentrations of some VOCs have declined slightly but remain near historical highs after the gradient shifted east-northeast, indicating that the well is still near the center of VOC mass that had originated from the central portion of the WMU (Figure 6).
Well MD3-07 was installed downgradient of well MD3-06 in February 2014 during the period when groundwater flow direction was to the east. This well has had sporadic trace detections of chloroform between May 2014 and December 2020 (Table 1). PCE, Freon 11, and Freon 12 have not been detected in well MD3-07 since this well was installed. Historically these VOCs have been reliable indicators of the presence of VOC migration to EMP or CAP wells. The lack of these reliable indicator VOCs in groundwater collected from well MD3-07 indicates VOCs associated with the WMU release have not migrated to this well (Figure 6). Well MD3-07 represents the eastern lateral extent of VOCs originating from the WMU.
This well is now cross-gradient of the WMU under the current east-northeast directed groundwater flow gradient (Figure 6).
4.1.3 Water Supply Wells
The RWQCB GeoTracker database has water quality data for three nearby water supply wells: City of Delano Well 14, City of Delano Well 34, and Flores Water System Well No. 1 (Figure 2):
• Well 14 is located approximately 0.4 miles east (cross-gradient) of the McFarland-Delano SLF.
The GeoTracker database has data for this well from August 1980 to January 2016. No VOCs were detected except for 1,2,3-trichloropropane at a concentration of 0.006 micrograms per liter in September 2005. 1,2,3-trichloropropane has never been detected in the McFarland-Delano SLF DMP wells.
• Well 34 is located approximately 0.13 miles north (cross-gradient) of the McFarland-Delano SLF.
The GeoTracker database has data for this well from June 2012 through January 2021 and indicates no VOCs were detected.
• Flores Water System Well No. 1 is located approximately 0.5 mile southeast (cross-gradient) of the McFarland-Delano SLF. The GeoTracker database only has data for this well from August 1987 and indicates no VOCs were detected.
The GeoTracker VOC data from these wells are provided in Appendix B.
4.1.4 Volatile Organic Compound Source Control and Corrective Action Program Efficacy
VOC source control is important in the mitigation of the amount of VOCs containing LFG capable of migrating to groundwater where it can partition from vapor to the dissolved phase at the water table.
KCPWD operates a LFG control system that extracts LFG under vacuum and conveys it to a flare where it is burned. The system operates on a limited basis because methane concentrations are not high enough to support continuous flare operation.
The current CAP consists of a combination of source control and monitored natural attenuation (MNA).
MNA combines natural attenuation with groundwater monitoring procedures to monitor degradation of Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 11 I:\4000s\4034\Archive\4034-080.docx
VOCs in groundwater. MNA is a combination of groundwater advection, VOC sorption to the aquifer matrix, dispersion, diffusion, and biological degradation of the VOC substrate. Advection is the dominate attenuation factor when dissolved VOC concentrations are low, followed by biological degradation of various VOCs to daughter products. Source control is important to reduce the overall mass of VOCs containing LFG that can migrate through the vadose zone to groundwater and partition from vapor to dissolved phase.
In 2020, there were no significant changes in VOC concentrations with detected VOC concentrations remaining relatively stable or decreasing over time. Groundwater quality monitoring results from the 2020 monitoring period were consistent with previous monitoring events with no indication of a new release from the McFarland-Delano SLF (KCPWD, 2020). The consistency in monitoring trends and the lack of any new release indicates current source control CAP is effective in mitigating further VOC impacts to groundwater.
4.2 Groundwater Geochemistry
The inorganic general chemistry monitoring parameters include alkalinity (as CaCO3), bicarbonate, calcium, chloride, hardness (as calcium carbonate [CaCO3]), magnesium, nitrogen (nitrate as nitrogen), potassium, sodium, sulfate, total anions, total cations, and total dissolved solids. Water quality types in the Delano area have a wide range of cation-anion associations. Typical groundwater types encountered in the area surrounding the McFarland-Delano SLF include: calcium chloride, calcium sulfate, sodium sulfate, calcium bicarbonate, calcium-sodium chloride-sulfate, calcium chloride-sulfate, sodium chloride-sulfate, and calcium-sodium bicarbonate-sulfate waters. There are no specific groupings of water quality types regionally in the area of the McFarland-Delano SLF (Geomatrix, 2002 and 2004).
The Water Quality Protection Standards (WQPS) for general chemistry monitoring parameters are stipulated in the WDRs for the McFarland-Delano SLF. KCPWD submitted an updated WQPS for the McFarland-Delano SLF to the RWQCB in December 2018 (KCPWD, 2018) The updated WQPS provides a detailed analysis of water quality beneath the McFarland-Delano SLF and updated concentration limits for constituents of concern in groundwater. The RWQCB approved the updated WQPS in January 2019. No general chemistry monitoring parameter constituents exceeded their respective WQPS concentration limits during the 2020 monitoring period. General chemistry monitoring results from second and third quarters 2019 are consistent with previous monitoring events with no measurably significant changes in groundwater quality.
The groundwater geochemistry evaluation described in the current CSM and ongoing evaluations of inorganic constituents semiannually against the WQPS by KCPWD showed no evidence of a leachate source of inorganics or VOCs from the landfill. Monitoring results for general chemistry monitoring parameters from second and third quarters 2020 are consistent with previous monitoring events with no indication of a significant change in water quality parameters at the McFarland-Delano SLF.
5.0 Detection Monitoring Program Evaluation
Wood has revised the CSM so that the current DMP compliance network can be evaluated for its adequacy. The following sections discuss our evaluation of the existing DMP and present a conceptual framework for improving the DMP so that it remains in compliance with CCR Title 27 and the WDRs.
5.1 Adequacy of Existing Detection Monitoring Program
The CSM identified three concerns about the adequacy of the existing DMP program. The first is that background well MD1-34 is no longer upgradient of the WMU. This well may also be influenced by Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 12 I:\4000s\4034\Archive\4034-080.docx
recharge from SSJMUD’s Airport Reservoir, which is likely influencing the local groundwater gradient in the vicinity of well MD1-34. The second concern is wells MD1-31, MD1-32, and MD1-33 are nearly dry and are projected to be non-sampleable within a period of 1 to 2 years. The third concern is the shift in the groundwater gradient since third quarter 2015 to the east-northeast, which renders the current POC inadequate. These concerns will be resolved by installing four replacement wells to upgrade the DMP program.
5.1.1 Detection Monitoring Program Background Well Replacement Wood is recommending that KCPWD install a background well (MD1-38) west of the central portion of the WMU south of former well MD1-27. This well will be positioned upgradient of the WMU and outside the influence of the LFG aureole and recharge from SSJMUD’s Airport Reservoir. Conceptually, a 2-inch diameter monitoring well will be installed with a 40-foot well screen below the water table to accommodate the rate of declining water levels, which is currently 1.5 feet per year. A pilot boring would be installed to collect grab samples at 5-foot intervals to first encountered groundwater. Below the water table, core samples would be collected to log soil in detail. The boring would be terminated short of 40 feet below the water table if a significant clay aquitard of 8 feet thickness was encountered. Well MD1-38 would then be installed in the pilot boring as described in Section 5.2.
After background well MD1-38 is installed and developed, water levels will be measured in all DMP and CAP wells to determine the groundwater gradient and flow direction to confirm that the regional gradient is consistent with the recent east-northeast flow direction.
5.1.2 Detection Monitoring Program Replacement Wells
Wood is recommending that KCPWD install three replacement DMP wells (MD1-35, MD1-36, and MD1-37) at locations downgradient of the revised POC. Under the current flow regime, the revised POC (Figure 7) would be located parallel to the northern and eastern perimeters of the WMU. Wood recommends that well MD1-35 be located east of the east central portion of the WMU. Well MD1-35 would replace wells MD1-31 and MD1-32. Well MD1-36 will be located north of the central portion of the WMU, and well MD1-37 will be located east of well MD1-36 about half the distance to the northeast corner of the WMU (Figure 7). These three wells are located downgradient of the WMU and would adequately detect any VOCs that may have migrated downgradient of the WMU under the current east-northeast groundwater flow regime.
A pilot boring would be installed at each well location to collect grab samples at 5-foot intervals to the water table. Below the water table, core samples would be collected to log soil in detail. A boring would be terminated short of 40 feet below the water table if a significant clay aquitard of 8 feet thickness was encountered. The three wells would then be installed in their respective pilot boring as described in Section 5.2.
5.2 Conceptual Well Installation
KCPWD plans to prepare a work plan for submittal to RWQCB that outlines this approach to upgrading the DMP by installing four replacement wells.
5.2.1 Exploratory Program and Well Installation
KCPWD proposes to install one new background well (MD1-38) and three replacement DMP wells (MD1-35, MD1-36, and MD1-37) downgradient of the POC. A California licensed C-57 contractor will be contracted to drill 8-inch nominal diameter pilot borings a total depth of 40 feet below the static water table using hollow-stem auger methods. The soils above the water table will be logged by collecting drill Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 13 I:\4000s\4034\Archive\4034-080.docx
cuttings at 5-foot intervals. Below the water table, the boring will be cored. A geologic log will be prepared by a geologist using the Unified Soil Classification System as described in the ASTM International Standard D 2488-17, Standard Practice for Description and Identification of Soils (Visual-Manual Procedure). Select soil samples may be retained for submittal to a geotechnical laboratory for physical testing.
A 2-inch nominal diameter Schedule 80 polyvinyl chloride (PVC) monitoring well will be installed in each respective well pilot boring to a depth of 40 feet below the static water table. The well screen design will be based on lithology observed in geologic log. The borings may be terminated short of 40 feet if a significant clay aquitard of over 8 feet thick is encountered. The well screens will consist of 0.02-inch factory-slotted schedule 80 PVC. The filter pack will consist of Number 2/12 silica sand and extend 5 feet above the screened interval. Number 0/30 silica sand will be used to install a transition seal about 5 feet above the filter pack. The remaining borehole annulus will be grouted with a sand-cement slurry or neat cement.
A monument and well pad will be constructed over the wellhead. The well will be developed after the grout seal has cured for at least 48 hours. Depth to groundwater measurements and groundwater samples will be collected after the well is installed. All work will be performed under direct supervision of a California Professional Geologist. KCPWD will install bladder pumps in each well, and the pump intake depth will be placed based on a review of the geologic log.
5.2.2 Data Evaluation and Reporting
A well installation report will be prepared following completion of the work outlined above. The report will make recommendations on the scope of further work if necessary. If the final updated CSM for the McFarland-Delano SLF and demonstrate the adequacy of the expanded DMP.
5.3 Evaluation of Potential Corrective Action Program Enhancements KCPWD plans to evaluate the necessity of upgrading the CAP monitoring network after the replacement DMP wells are installed. At least two rounds of monitoring will be needed to evaluate if placement of additional CAP wells are necessary. Additional CAP wells may be necessary to monitor MNA downgradient of replacement wells MD1-36 and MD1-37 if VOCs are detected in these wells. The current groundwater gradient would transport VOCs to the east-north east away from the unlined WMU, currently there are no CAP wells in this downgradient direction to monitor the effectiveness of MNA. The placement of any new CAP wells will be evaluated based on groundwater gradients and distribution of VOCs in the new DMP wells.
6.0 References
AMEC Environment & Infrastructure, Inc., 2011, Decommissioning of Landfill Water Supply Well, McFarland-Delano Sanitary Landfill, Kern County, California, June (AMEC, 2011).
AMEC Environment & Infrastructure, Inc., 2012, Hydrogeologic Investigation – Installation of Monitoring Wells MD1-31, MD1-32, MD1-33, and MD3-06 McFarland-Delano Sanitary Landfill, Kern County, California, June (AMEC, 2012).
AMEC Environment & Infrastructure, Inc., 2013, Hydrogeologic Investigation – Installation of Monitoring Wells MD1-34 and MD3-08 McFarland-Delano Sanitary Landfill, Kern County, California, August (AMEC, 2013).
AMEC Environment & Infrastructure, Inc., 2014, Well Installation Report Corrective Action Monitoring Program Wells MD3-07 McFarland-Delano Sanitary Landfill, Kern County, California, August (AMEC, 2014).
Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 14 I:\4000s\4034\Archive\4034-080.docx
Amec Foster Wheeler Environment & Infrastructure, Inc., 2017, Work Plan for Decommissioning Groundwater Monitoring Wells, McFarland-Delano Sanitary Landfill, Kern County, California, December (Amec Foster Wheeler, 2017).
BSK and Associates, August 1987, Solid Waste Assessment Test (BSK, 1987).
BSK and Associates, March 1990, Draft Report, Assessment of Groundwater Contamination (BSK, 1990).
California Regional Water Quality Control Board, Central Valley Region, 2013, Order R5-2013-0012, Waste Discharge Requirements for County of Kern, McFarland-Delano Sanitary Landfill, Class III Landfill, Post-Closure Maintenance and Correction Action, February (RWQCB, 2013).
California Regional Water Quality Control Board, Central Valley Region, 2018, Water Quality Control Plan for the Tulare Lake Basin Third Edition, May (RWQCB, 2018).
California Irrigation Management Information System, 2009, Reference Evapotranspiration (Map), https://cimis.water.ca.gov/App_Themes/images/etozonemap.jpg Retrieved April 2020 (CIMIS, 2020).
Davis, G.H., Green, J.H., Olmsted, F.H., and Brown, D.W., 1959, Ground-water Conditions and Storage Capacity in the San Joaquin Valley, California: U.S. Geological Survey Water-Supply Paper 1469, 287 p. (Davis et al., 1959).
EMCON Associates, 1994, Well Destruction, Installation, and Monitoring Report, McFarland-Delano Sanitary Landfill, Kern County, California (EMCON, 1994).
Food and Agriculture Organization, United Nations, 1985, Water Quality for Agriculture, Irrigation and Drainage Paper 29 (FAO, 1985).
Geomatrix Consultants, Inc., 2002, Conceptual Hydrogeologic Model, McFarland-Delano Sanitary Landfill, Kern County, California, May (Geomatrix, 2002).
Geomatrix Consultants, Inc., 2004, Evaluation Monitoring Program Report, McFarland-Delano Sanitary Landfill, Kern County, California, March (Geomatrix, 2004).
Kern County Public Works Department, 2020, McFarland-Delano Sanitary Landfill Self-Monitoring Report and Corrective Action Program Status Update Fourth 2019 and First Quarters 2020, Waste Discharge Requirements Order No. R5-2013-0012, June (KCPWD, 2020).
Kern County Public Works Department, 2018, Water Quality Protection Standard Report Update, McFarland-Delano Sanitary Landfill, December (KCPWD, 2018).
Kern County Water Agency, 2001, Water Supply Report, August (KCWA, 2001).
Kleinfelder, May 1991, Groundwater and Buried Drums Assessment, McFarland-Delano Sanitary Landfill, Delano, California (Kleinfelder, 1991).
Page, R. W., 1986, Geology of the Fresh Ground-Water Basin of the Central Valley, California, with Texture maps and Sections: US Geological Survey Professional Paper 1401-C (Page, 1986).
PRISM Climate Group, Oregon State University, 2019, http://www.prism.oregonstate.edu/explorer/, Retrieved May 2020 (PRISM, 2020).
Rubik, 2018, 2018 Second Semi-Annual Groundwater Monitoring and Sampling Report, Nutrien Ag Solutions, Inc. Delano California, November (Rubik, 2018).
Rubik, 2019, 2019 Second Quarter Groundwater Monitoring and Sampling Report, Nutrien Ag Solutions, Inc. Delano California, October (Rubik, 2019a).
Rubik, 2019, 2019 Third Quarter Groundwater Monitoring and Sampling Report, Nutrien Ag Solutions, Inc.
Delano California, October (Rubik, 2019b).
Updated Conceptual Site Model and Detection Monitoring Program Evaluation McFarland-Delano Sanitary Landfill, Kern County, California 15 I:\4000s\4034\Archive\4034-080.docx
Rubik,2020, 2020 Second Semi-Annual Groundwater Monitoring and Sampling Report, Nutrien Ag Solutions, Inc. Delano California, November (Rubik, 2020).
Southern San Joaquin Municipal Utility District, 2019, Southern San Joaquin Municipal Utility District Management Aera Plan, Kern County, CA, December (SSJMU, 2019).
U.S. Department of Agriculture, National Resources Conservation Service, Web Soil Survey, https://websoilsurvey.sc.egov.usda.gov/App/WebSoilSurvey.aspx, Retrieved 2021(USDA, 2021).
U.S. Department of Agriculture, National Resources Conservation Service, 1999 , Official Series, Description, GARCES Series, https://soilseries.sc.egov.usda.gov/OSD_Docs/G/GARCES.html, Retrieved April 2021 (USDA, 1999).
U.S. Department of Agriculture, National Resources Conservation Service, 2003, Official Series, Description, MCFARLAND SERIES, https://soilseries.sc.egov.usda.gov/OSD_Docs/M/MCFARLAND.html,Retrieved April 2021 (USDA, 2003).
U.S. Department of Agriculture, Pond-McFarland-Delano Resource Conservation District, 1983, Irrigation Water Management in the Southern San Joaquin Valley, 1982 (USDA, 1983).
U.S. Department of Agriculture, Soil Conservation Service, 1988, Soil Survey, Northwestern Kern County, California (USDA, 1988).
U.S. Geological Survey, 1959, Groundwater Conditions and Storage Capacity in the San Joaquin Valley California, Water Supply Paper 1469 (USGS, 1959).
U.S. National Geologic Map database Project (NGMDB), U. S. Geologic Survey 7.5 Minute Topographic Maps: Delano West, CA; Delano East, CA; McFarland, CA: Pond, CA:
https://ngmdb.usgs.gov/topoview/viewer/#15/35.7426/-119.2569, Retrieved April 2021 (NGMDB, 2021).
Wood Environment & Infrastructure Solutions, Inc., 2020, Decommissioning of Groundwater Monitoring Wells, McFarland-Delano Sanitary Landfill, Kern County, California, November (Wood, 2020).
Tables
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-31 05/30/12 1,1-Dichloroethane 0.12 --3 0.5 0.11
MD1-31 05/30/12 Tetrachloroethene 0.5 -- 0.5 0.13
MD1-31 05/30/12 Trichloroethene 0.13 -- 0.5 0.085
MD1-31 08/02/12 1,1-Dichloroethane 0.19 -- 0.5 0.11
MD1-31 08/02/12 Dichlorodifluoromethane 0.15 U 0.5 0.099 MD1-31 08/02/12 Tetrachloroethene 0.71 -- 0.5 0.13
MD1-31 08/02/12 Trichloroethene 0.11 -- 0.5 0.085
MD1-31 10/22/12 1,1-Dichloroethane 0.2 -- 0.5 0.11
MD1-31 10/22/12 Benzene 0.09 -- 0.5 0.083
MD1-31 10/22/12 Dichlorodifluoromethane 0.13 U 0.5 0.099 MD1-31 10/22/12 Tetrachloroethene 0.67 -- 0.5 0.13
MD1-31 10/22/12 Trichloroethene 0.15 -- 0.5 0.085
MD1-31 02/14/13 Tetrachloroethene 0.76 -- 0.5 0.13
MD1-31 02/14/13 Trichloroethene 0.19 -- 0.5 0.085
MD1-31 05/01/13 Difluorochloromethane 0.61 TI -- --
MD1-31 05/01/13 Tetrachloroethene 0.68 -- 0.5 0.13
MD1-31 08/19/13 1,1-Dichloroethane 0.23 -- 0.5 0.11
MD1-31 08/19/13 Tetrachloroethene 0.74 -- 0.5 0.13
MD1-31 08/19/13 Trichloroethene 0.18 -- 0.5 0.085
MD1-31 10/14/13 1,1-Dichloroethane 0.23 -- 0.5 0.11
MD1-31 10/14/13 Benzene 0.09 -- 0.5 0.083
MD1-31 10/14/13 Tetrachloroethene 0.84 -- 0.5 0.13
MD1-31 10/14/13 Trichloroethene 0.2 -- 0.5 0.085
MD1-31 02/10/14 Tetrachloroethene 0.62 -- 0.5 0.13
MD1-31 02/10/14 Trichloroethene 0.14 -- 0.5 0.085
MD1-31 05/20/14 Tetrachloroethene 0.36 -- 0.5 0.13
MD1-31 05/20/14 Trichloroethene 0.09 U 0.5 0.085
MD1-31 08/06/14 Tetrachloroethene 0.35 -- 0.5 0.13
MD1-31 10/08/14 Tetrachloroethene 0.56 U 0.5 0.13
MD1-31 10/08/14 Trichloroethene 0.11 U 0.5 0.085
MD1-31 10/08/14 Trichlorofluoromethane 0.16 -- 0.5 0.13 MD1-31 01/21/15 Tetrachloroethene 1.7 U 0.5 0.13
MD1-31 01/21/15 Tetrachloroethene 1.7 U 0.5 0.13
MD1-31 01/21/15 Trichloroethene 0.3 J,DX 0.5 0.085
MD1-31 01/21/15 Trichloroethene 0.3 -- 0.5 0.085
McFarland-Delano Sanitary Landfill
Kern County, California
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-31 01/21/15 Trichlorofluoromethane 0.5 U 0.5 0.13
MD1-31 01/21/15 Trichlorofluoromethane 0.5 U 0.5 0.13
MD1-31 04/21/15 Tetrachloroethene 1.9 U 0.5 0.13
MD1-31 04/21/15 Tetrachloroethene 1.9 U 0.5 0.13
MD1-31 04/21/15 Trichloroethene 0.35 -- 0.5 0.085
MD1-31 04/21/15 Trichloroethene 0.35 -- 0.5 0.085
MD1-31 04/21/15 Trichlorofluoromethane 0.58 U 0.5 0.13
MD1-31 04/21/15 Trichlorofluoromethane 0.58 U 0.5 0.13
MD1-31 07/21/15 Tetrachloroethene 1.5 U 0.5 0.13
MD1-31 07/21/15 Tetrachloroethene 1.5 -- 0.5 0.13
MD1-31 07/21/15 Tetrachloroethene 1.5 -- 0.5 0.13
MD1-31 07/21/15 Trichloroethene 0.34 -- 0.5 0.085
MD1-31 07/21/15 Trichloroethene 0.34 -- 0.5 0.085
MD1-31 07/21/15 Trichloroethene 0.34 -- 0.5 0.085
MD1-31 07/21/15 Trichlorofluoromethane 0.4 U 0.5 0.13
MD1-31 07/21/15 Trichlorofluoromethane 0.4 U 0.5 0.13
MD1-31 07/21/15 Trichlorofluoromethane 0.4 U 0.5 0.13
MD1-31 11/10/15 Dichlorodifluoromethane 0.19 U 0.5 0.099 MD1-31 11/10/15 Dichlorodifluoromethane 0.19 U 0.5 0.099 MD1-31 11/10/15 Tetrachloroethene 1.3 -- 0.5 0.13
MD1-31 11/10/15 Tetrachloroethene 1.3 -- 0.5 0.13
MD1-31 11/10/15 Trichloroethene 0.28 -- 0.5 0.085
MD1-31 11/10/15 Trichloroethene 0.28 -- 0.5 0.085
MD1-31 11/10/15 Trichlorofluoromethane 0.35 -- 0.5 0.13 MD1-31 11/10/15 Trichlorofluoromethane 0.35 -- 0.5 0.13 MD1-31 04/19/16 Dichlorodifluoromethane 0.3 U 0.5 0.099 MD1-31 04/19/16 Tetrachloroethene 2.6 -- 0.5 0.13
MD1-31 04/19/16 Trichloroethene 0.55 -- 0.5 0.085
MD1-31 04/19/16 Trichlorofluoromethane 0.62 -- 0.5 0.13 MD1-31 08/09/16 Dichlorodifluoromethane 0.42 U 0.5 0.099 MD1-31 08/09/16 Dichlorofluoromethane 1.2 TI -- --
MD1-31 08/09/16 Tetrachloroethene 2.8 -- 0.5 0.13
MD1-31 08/09/16 Trichloroethene 0.56 -- 0.5 0.085
MD1-31 08/09/16 Trichlorofluoromethane 0.68 -- 0.5 0.13 MD1-31 11/09/16 Dichlorodifluoromethane 0.57 U 0.5 0.099 MD1-31 11/09/16 Tetrachloroethene 4.1 -- 0.5 0.13
MD1-31 11/09/16 Trichloroethene 0.91 -- 0.5 0.085
MD1-31 11/09/16 Trichlorofluoromethane 0.94 U 0.5 0.13
MD1-31 03/07/17 Dichlorodifluoromethane 0.87 U 0.5 0.099
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-31 03/07/17 Dichlorofluoromethane 1.4 TI -- --
MD1-31 03/07/17 Tetrachloroethene 5 -- 0.5 0.13
MD1-31 03/07/17 Trichloroethene 1 -- 0.5 0.085
MD1-31 03/07/17 Trichlorofluoromethane 1.4 U 0.5 0.13
MD1-31 05/16/17 1,1-Dichloroethane 0.16 -- 0.5 0.11
MD1-31 05/16/17 cis-1,2-Dichloroethene 0.18 -- 0.5 0.085 MD1-31 05/16/17 Dichlorodifluoromethane 1.6 U 0.5 0.099 MD1-31 05/16/17 Dichlorofluoromethane 1 TI -- --
MD1-31 05/16/17 Tetrachloroethene 5.1 -- 0.5 0.13
MD1-31 05/16/17 Trichloroethene 1.2 -- 0.5 0.085
MD1-31 05/16/17 Trichlorofluoromethane 1.6 U 0.5 0.13
MD1-31 08/14/17 1,1-Dichloroethane 0.16 -- 0.5 0.11
MD1-31 08/14/17 cis-1,2-Dichloroethene 0.12 -- 0.5 0.085 MD1-31 08/14/17 Dichlorodifluoromethane 1.2 U 0.5 0.099 MD1-31 08/14/17 Tetrachloroethene 6 -- 0.5 0.13
MD1-31 08/14/17 Trichloroethene 1.3 -- 0.5 0.085
MD1-31 08/14/17 Trichlorofluoromethane 1.5 U 0.5 0.13
MD1-31 11/15/17 1,1-Dichloroethane 0.22 -- 0.5 0.11
MD1-31 11/15/17 cis-1,2-Dichloroethene 0.19 -- 0.5 0.085 MD1-31 11/15/17 Dichlorodifluoromethane 1.7 U 0.5 0.099 MD1-31 11/15/17 Tetrachloroethene 6 -- 0.5 0.13
MD1-31 11/15/17 Trichloroethene 1.5 -- 0.5 0.085
MD1-31 11/15/17 Trichlorofluoromethane 1.7 U 0.5 0.13
MD1-31 05/15/18 1,1-Dichloroethane 0.19 -- 0.5 0.11
MD1-31 05/15/18 cis-1,2-Dichloroethene 0.17 U 0.5 0.085 MD1-31 05/15/18 Dichlorodifluoromethane 1.4 -- 0.5 0.099 MD1-31 05/15/18 Dichlorofluoromethane 3 TI -- --
MD1-31 05/15/18 Tetrachloroethene 6 -- 0.5 0.13
MD1-31 05/15/18 Trichloroethene 1.5 -- 0.5 0.085
MD1-31 05/15/18 Trichlorofluoromethane 1.3 -- 0.5 0.13
MD1-31 08/06/18 1,1-Dichloroethane 0.25 -- 0.5 0.11
MD1-31 08/06/18 cis-1,2-Dichloroethene 0.17 U 0.5 0.085 MD1-31 08/06/18 Tetrachloroethene 7.3 -- 0.5 0.13
MD1-31 08/06/18 Trichloroethene 2.7 -- 0.5 0.085
MD1-31 08/06/18 Trichlorofluoromethane 1.7 -- 0.5 0.13
MD1-31 11/05/18 1,1-Dichloroethane 0.22 J,DX 0.5 0.11
MD1-31 11/05/18 Dichlorodifluoromethane 1.2 -- 0.5 0.099 MD1-31 11/05/18 Tetrachloroethene 7.3 -- 0.5 0.13
MD1-31 11/05/18 Trichloroethene 1.9 -- 0.5 0.085
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-31 11/05/18 Trichlorofluoromethane 1.4 -- 0.5 0.13
MD1-31 05/15/19 1,1-Dichloroethane 0.19 -- 0.5 0.11
MD1-31 05/15/19 cis-1,2-Dichloroethene 0.15 U 0.5 0.085 MD1-31 05/15/19 Dichlorodifluoromethane 0.18 -- 0.5 0.099 MD1-31 05/15/19 Dichlorofluoromethane 2.7 TI, U -- --
MD1-31 05/15/19 Tetrachloroethene 4.2 -- 0.5 0.13
MD1-31 05/15/19 Trichloroethene 1.3 U 0.5 0.085
MD1-31 05/15/19 Trichlorofluoromethane 0.34 -- 0.5 0.13 MD1-31 06/10/20 1,1-Dichloroethane 0.22 -- 0.5 0.11
MD1-31 06/10/20 cis-1,2-Dichloroethene 0.13 U 0.5 0.085 MD1-31 06/10/20 Dichlorodifluoromethane 0.44 -- 0.5 0.099 MD1-31 06/10/20 Dichlorofluoromethane 5 TI, U -- --
MD1-31 06/10/20 Tetrachloroethene 5 -- 0.5 0.13
MD1-31 06/10/20 Trichloroethene 1.5 U 0.5 0.085
MD1-31 06/10/20 Trichlorofluoromethane 0.86 -- 0.5 0.13 MD1-32 05/30/12 Dichlorofluoromethane 2.3 TI, U -- --
MD1-32 05/30/12 Tetrachloroethene 2.2 U 0.5 0.13
MD1-32 05/30/12 Trichloroethene 0.7 J,DX 0.5 0.085
MD1-32 05/30/12 Trichlorofluoromethane 1.3 U 0.5 0.13
MD1-32 08/02/12 1,1-Dichloroethane 0.16 -- 0.5 0.11
MD1-32 08/02/12 Dichlorofluoromethane 2.1 TI, U -- --
MD1-32 08/02/12 Tetrachloroethene 2.5 -- 0.5 0.13
MD1-32 08/02/12 Trichloroethene 0.59 J,DX 0.5 0.085
MD1-32 08/02/12 Trichlorofluoromethane 1.4 U 0.5 0.13
MD1-32 10/22/12 1,1-Dichloroethane 0.16 -- 0.5 0.11
MD1-32 10/22/12 Dichlorofluoromethane 2.1 TI, U -- --
MD1-32 10/22/12 Tetrachloroethene 2.7 -- 0.5 0.13
MD1-32 10/22/12 Trichloroethene 0.57 -- 0.5 0.085
MD1-32 10/22/12 Trichlorofluoromethane 1.3 U 0.5 0.13
MD1-32 02/14/13 Dichlorofluoromethane 7.5 TI -- --
MD1-32 02/14/13 Difluorochloromethane 0.85 TI -- --
MD1-32 02/14/13 Tetrachloroethene 2.6 -- 0.5 0.13
MD1-32 02/14/13 Trichloroethene 0.72 -- 0.5 0.085
MD1-32 02/14/13 Trichlorofluoromethane 1.4 U 0.5 0.13
MD1-32 05/01/13 Dichlorofluoromethane 6.7 TI -- --
MD1-32 05/01/13 Difluorochloromethane 0.69 TI, U -- --
MD1-32 05/01/13 Tetrachloroethene 2.5 -- 0.5 0.13
MD1-32 05/01/13 Trichloroethene 0.66 J,DX 0.5 0.085
MD1-32 05/01/13 Trichlorofluoromethane 1.1 U 0.5 0.13
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-32 08/19/13 1,1-Dichloroethane 0.19 -- 0.5 0.11
MD1-32 08/19/13 Dichlorodifluoromethane 0.17 U 0.5 0.099 MD1-32 08/19/13 Dichlorofluoromethane 3.8 TI -- --
MD1-32 08/19/13 Tetrachloroethene 3.1 -- 0.5 0.13
MD1-32 08/19/13 Trichloroethene 1 U 0.5 0.085
MD1-32 08/19/13 Trichlorofluoromethane 2 U 0.5 0.13
MD1-32 10/14/13 1,1-Dichloroethane 0.2 -- 0.5 0.11
MD1-32 10/14/13 Dichlorofluoromethane 3.4 TI -- --
MD1-32 10/14/13 Tetrachloroethene 3.8 -- 0.5 0.13
MD1-32 10/14/13 Trichloroethene 1.1 U 0.5 0.085
MD1-32 10/14/13 Trichlorofluoromethane 1.8 -- 0.5 0.13
MD1-32 02/10/14 1,1-Dichloroethane 0.14 -- 0.5 0.11
MD1-32 02/10/14 Tetrachloroethene 2.1 -- 0.5 0.13
MD1-32 02/10/14 Trichloroethene 0.68 U 0.5 0.085
MD1-32 02/10/14 Trichlorofluoromethane 1.3 -- 0.5 0.13
MD1-32 05/20/14 1,1-Dichloroethane 0.2 -- 0.5 0.11
MD1-32 05/20/14 Dichlorodifluoromethane 0.14 U 0.5 0.099 MD1-32 05/20/14 Dichlorofluoromethane 2.6 TI -- --
MD1-32 05/20/14 Tetrachloroethene 2.8 -- 0.5 0.13
MD1-32 05/20/14 Trichloroethene 1.2 U 0.5 0.085
MD1-32 05/20/14 Trichlorofluoromethane 2.3 -- 0.5 0.13
MD1-32 08/06/14 Tetrachloroethene 2.3 -- 0.5 0.13
MD1-32 08/06/14 Trichloroethene 0.84 U 0.5 0.085
MD1-32 08/06/14 Trichlorofluoromethane 2.3 -- 0.5 0.13
MD1-32 10/08/14 1,1-Dichloroethane 0.16 -- 0.5 0.11
MD1-32 10/08/14 Dichlorodifluoromethane 0.3 U 0.5 0.099 MD1-32 10/08/14 Dichlorofluoromethane 2.5 TI -- --
MD1-32 10/08/14 Tetrachloroethene 2.4 -- 0.5 0.13
MD1-32 10/08/14 Trichloroethene 0.98 U 0.5 0.085
MD1-32 10/08/14 Trichlorofluoromethane 2.4 -- 0.5 0.13
MD1-32 01/13/15 1,1-Dichloroethane 0.33 -- 0.5 0.11
MD1-32 01/13/15 1,1-Dichloroethane 0.33 -- 0.5 0.11
MD1-32 01/13/15 1,4-Dichlorobenzene 0.08 -- 0.5 0.062
MD1-32 01/13/15 1,4-Dichlorobenzene 0.08 -- 0.5 0.062
MD1-32 01/13/15 Dichlorodifluoromethane 0.48 U 0.5 0.099 MD1-32 01/13/15 Dichlorodifluoromethane 0.48 U 0.5 0.099 MD1-32 01/13/15 Dichlorofluoromethane 6.3 TI -- --
MD1-32 01/13/15 Dichlorofluoromethane 6.3 TI -- --
MD1-32 01/13/15 Tetrachloroethene 3.9 -- 0.5 0.13
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-32 01/13/15 Tetrachloroethene 3.9 -- 0.5 0.13
MD1-32 01/13/15 Trichloroethene 1.7 U 0.5 0.085
MD1-32 01/13/15 Trichloroethene 1.7 U 0.5 0.085
MD1-32 01/13/15 Trichlorofluoromethane 3.4 -- 0.5 0.13
MD1-32 01/13/15 Trichlorofluoromethane 3.4 -- 0.5 0.13
MD1-32 04/21/15 1,1-Dichloroethane 0.24 -- 0.5 0.11
MD1-32 04/21/15 1,1-Dichloroethane 0.24 -- 0.5 0.11
MD1-32 04/21/15 Dichlorodifluoromethane 0.23 U 0.5 0.099 MD1-32 04/21/15 Dichlorodifluoromethane 0.23 U 0.5 0.099 MD1-32 04/21/15 Tetrachloroethene 2.8 -- 0.5 0.13
MD1-32 04/21/15 Tetrachloroethene 2.8 U 0.5 0.13
MD1-32 04/21/15 Trichloroethene 1.1 -- 0.5 0.085
MD1-32 04/21/15 Trichloroethene 1.1 -- 0.5 0.085
MD1-32 04/21/15 Trichlorofluoromethane 2.5 -- 0.5 0.13
MD1-32 04/21/15 Trichlorofluoromethane 2.5 -- 0.5 0.13
MD1-32 07/21/15 1,1-Dichloroethane 0.25 -- 0.5 0.11
MD1-32 07/21/15 1,1-Dichloroethane 0.25 -- 0.5 0.11
MD1-32 07/21/15 1,1-Dichloroethane 0.25 -- 0.5 0.11
MD1-32 07/21/15 Tetrachloroethene 3.8 U,PK 0.5 0.13
MD1-32 07/21/15 Tetrachloroethene 3.8 U 0.5 0.13
MD1-32 07/21/15 Tetrachloroethene 3.8 -- 0.5 0.13
MD1-32 07/21/15 Trichloroethene 1.6 -- 0.5 0.085
MD1-32 07/21/15 Trichloroethene 1.6 -- 0.5 0.085
MD1-32 07/21/15 Trichloroethene 1.6 -- 0.5 0.085
MD1-32 07/21/15 Trichlorofluoromethane 2.9 -- 0.5 0.13
MD1-32 07/21/15 Trichlorofluoromethane 2.9 -- 0.5 0.13
MD1-32 07/21/15 Trichlorofluoromethane 2.9 -- 0.5 0.13
MD1-32 11/10/15 1,1-Dichloroethane 0.25 -- 0.5 0.11
MD1-32 11/10/15 1,1-Dichloroethane 0.25 -- 0.5 0.11
MD1-32 11/10/15 Tetrachloroethene 2.8 -- 0.5 0.13
MD1-32 11/10/15 Tetrachloroethene 2.8 -- 0.5 0.13
MD1-32 11/10/15 Trichloroethene 1.1 -- 0.5 0.085
MD1-32 11/10/15 Trichloroethene 1.1 -- 0.5 0.085
MD1-32 11/10/15 Trichlorofluoromethane 1.9 -- 0.5 0.13
MD1-32 11/10/15 Trichlorofluoromethane 1.9 -- 0.5 0.13
MD1-32 04/20/16 Tetrachloroethene 3.4 -- 0.5 0.13
MD1-32 04/20/16 Trichloroethene 1.5 -- 0.5 0.085
MD1-32 04/20/16 Trichlorofluoromethane 2.7 -- 0.5 0.13
MD1-32 08/09/16 1,1-Dichloroethane 0.23 -- 0.5 0.11
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-32 08/09/16 Dichlorofluoromethane 5 TI -- --
MD1-32 08/09/16 Tetrachloroethene 2.6 -- 0.5 0.13
MD1-32 08/09/16 Trichloroethene 0.92 -- 0.5 0.085
MD1-32 08/09/16 Trichlorofluoromethane 1.7 -- 0.5 0.13
MD1-32 11/09/16 Tetrachloroethene 2.2 -- 0.5 0.13
MD1-32 11/09/16 Trichloroethene 0.77 -- 0.5 0.085
MD1-32 11/09/16 Trichlorofluoromethane 1.1 -- 0.5 0.13
MD1-32 03/07/17 Dichlorofluoromethane 1.4 TI -- --
MD1-32 03/07/17 Tetrachloroethene 1.3 J,DX 0.5 0.13
MD1-32 03/07/17 Trichloroethene 0.42 -- 0.5 0.085
MD1-32 03/07/17 Trichlorofluoromethane 0.69 -- 0.5 0.13 MD1-32 05/16/17 Dichlorofluoromethane 1.2 TI -- --
MD1-32 05/16/17 Tetrachloroethene 0.77 J,DX 0.5 0.13
MD1-32 05/16/17 Trichloroethene 0.37 -- 0.5 0.085
MD1-32 05/16/17 Trichlorofluoromethane 0.46 -- 0.5 0.13 MD1-32 08/14/17 Dichlorofluoromethane 1.1 TI -- --
MD1-32 08/14/17 Tetrachloroethene 0.55 -- 0.5 0.13
MD1-32 08/14/17 Trichloroethene 0.23 -- 0.5 0.085
MD1-32 08/14/17 Trichlorofluoromethane 0.26 -- 0.5 0.13 MD1-32 11/15/17 Tetrachloroethene 0.45 -- 0.5 0.13
MD1-32 11/15/17 Trichloroethene 0.32 -- 0.5 0.085
MD1-32 11/15/17 Trichlorofluoromethane 0.28 -- 0.5 0.13 MD1-32 05/15/18 Dichlorofluoromethane 3.9 TI -- --
MD1-32 05/15/18 Tetrachloroethene 0.68 -- 0.5 0.13
MD1-32 05/15/18 Trichloroethene 0.54 -- 0.5 0.085
MD1-32 05/15/18 Trichlorofluoromethane 0.43 -- 0.5 0.13 MD1-32 08/06/18 Tetrachloroethene 0.76 -- 0.5 0.13
MD1-32 08/06/18 Trichloroethene 0.98 -- 0.5 0.085
MD1-32 08/06/18 Trichlorofluoromethane 0.52 U 0.5 0.13
MD1-32 11/05/18 Tetrachloroethene 0.79 -- 0.5 0.13
MD1-32 11/05/18 Trichloroethene 0.67 -- 0.5 0.085
MD1-32 11/05/18 Trichlorofluoromethane 0.52 U 0.5 0.13
MD1-32 05/13/19 Dichlorofluoromethane 2.9 TI -- --
MD1-32 05/13/19 Tetrachloroethene 0.48 -- 0.5 0.13
MD1-32 05/13/19 Trichloroethene 0.45 -- 0.5 0.085
MD1-32 05/13/19 Trichlorofluoromethane 0.37 U 0.5 0.13
MD1-32 06/10/20 Dichlorofluoromethane 6.3 TI -- --
MD1-32 06/10/20 Tetrachloroethene 1 -- 0.5 0.13
MD1-32 06/10/20 Trichloroethene 0.73 -- 0.5 0.085
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-32 06/10/20 Trichlorofluoromethane 0.81 U 0.5 0.13
MD1-33 05/30/12 1,1-Dichloroethane 0.77 -- 0.5 0.11
MD1-33 05/30/12 1,4-Dichlorobenzene 0.11 -- 0.5 0.062
MD1-33 05/30/12 Chloroform 0.15 -- 0.5 0.12
MD1-33 05/30/12 cis-1,2-Dichloroethene 0.39 -- 0.5 0.085 MD1-33 05/30/12 Dichlorodifluoromethane 2.3 U 0.5 0.099 MD1-33 05/30/12 Dichlorofluoromethane 3.2 TI -- --
MD1-33 05/30/12 Difluorochloromethane 3.1 TI -- --
MD1-33 05/30/12 Tetrachloroethene 21 -- 0.5 0.13
MD1-33 05/30/12 Trichloroethene 2.6 -- 0.5 0.085
MD1-33 05/30/12 Trichlorofluoromethane 21 -- 0.5 0.13
MD1-33 08/02/12 1,1-Dichloroethane 1 -- 0.5 0.11
MD1-33 08/02/12 1,4-Dichlorobenzene 0.15 -- 0.5 0.062
MD1-33 08/02/12 Benzene 0.1 -- 0.5 0.083
MD1-33 08/02/12 Chloroform 0.15 -- 0.5 0.12
MD1-33 08/02/12 cis-1,2-Dichloroethene 0.48 -- 0.5 0.085 MD1-33 08/02/12 Dichlorodifluoromethane 3.1 U 0.5 0.099 MD1-33 08/02/12 Dichlorofluoromethane 4.6 TI -- --
MD1-33 08/02/12 Difluorochloromethane 4.2 TI -- --
MD1-33 08/02/12 Tetrachloroethene 28 -- 0.5 0.13
MD1-33 08/02/12 Trichloroethene 3.3 -- 0.5 0.085
MD1-33 08/02/12 Trichlorofluoromethane 29 -- 0.5 0.13
MD1-33 10/22/12 1,1-Dichloroethane 0.56 -- 0.5 0.11
MD1-33 10/22/12 1,4-Dichlorobenzene 0.09 -- 0.5 0.062
MD1-33 10/22/12 Chloroform 0.12 -- 0.5 0.12
MD1-33 10/22/12 cis-1,2-Dichloroethene 0.31 -- 0.5 0.085 MD1-33 10/22/12 Dichlorodifluoromethane 2.1 U 0.5 0.099 MD1-33 10/22/12 Dichlorofluoromethane 3.7 TI -- --
MD1-33 10/22/12 Tetrachloroethene 14 -- 0.5 0.13
MD1-33 10/22/12 Trichloroethene 1.8 -- 0.5 0.085
MD1-33 10/22/12 Trichlorofluoromethane 24 -- 0.5 0.13
MD1-33 02/14/13 1,1-Dichloroethane 0.42 -- 0.5 0.11
MD1-33 02/14/13 cis-1,2-Dichloroethene 0.21 -- 0.5 0.085 MD1-33 02/14/13 Dichlorodifluoromethane 1.9 U 0.5 0.099 MD1-33 02/14/13 Dichlorofluoromethane 10 TI -- --
MD1-33 02/14/13 Difluorochloromethane 6.5 TI -- --
MD1-33 02/14/13 Tetrachloroethene 10 -- 0.5 0.13
MD1-33 02/14/13 Trichloroethene 1.5 -- 0.5 0.085
MD1-33 02/14/13 Trichlorofluoromethane 24 -- 0.5 0.13
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-33 05/01/13 1,1-Dichloroethane 0.37 -- 0.5 0.11
MD1-33 05/01/13 cis-1,2-Dichloroethene 0.25 -- 0.5 0.085 MD1-33 05/01/13 Dichlorodifluoromethane 1.6 U 0.5 0.099 MD1-33 05/01/13 Dichlorofluoromethane 7.6 TI -- --
MD1-33 05/01/13 Difluorochloromethane 5 TI -- --
MD1-33 05/01/13 Tetrachloroethene 11 -- 0.5 0.13
MD1-33 05/01/13 Trichloroethene 1.5 -- 0.5 0.085
MD1-33 05/01/13 Trichlorofluoromethane 22 U 0.5 0.13
MD1-33 08/19/13 1,1-Dichloroethane 0.4 -- 0.5 0.11
MD1-33 08/19/13 1,4-Dichlorobenzene 0.1 -- 0.5 0.062
MD1-33 08/19/13 cis-1,2-Dichloroethene 0.31 -- 0.5 0.085 MD1-33 08/19/13 Dichlorodifluoromethane 1.9 U 0.5 0.099 MD1-33 08/19/13 Dichlorofluoromethane 3 TI -- --
MD1-33 08/19/13 Tetrachloroethene 9.5 PK 0.5 0.13
MD1-33 08/19/13 Trichloroethene 1.5 -- 0.5 0.085
MD1-33 08/19/13 Trichlorofluoromethane 18 U 0.5 0.13
MD1-33 10/09/13 1,1-Dichloroethane 0.39 -- 0.5 0.11
MD1-33 10/09/13 1,4-Dichlorobenzene 0.15 -- 0.5 0.062
MD1-33 10/09/13 cis-1,2-Dichloroethene 0.31 -- 0.5 0.085 MD1-33 10/09/13 Dichlorodifluoromethane 1.4 -- 0.5 0.099 MD1-33 10/09/13 Dichlorofluoromethane 2.8 TI -- --
MD1-33 10/09/13 Tetrachloroethene 9.9 -- 0.5 0.13
MD1-33 10/09/13 Trichloroethene 1.6 -- 0.5 0.085
MD1-33 10/09/13 Trichlorofluoromethane 15 U 0.5 0.13
MD1-33 02/10/14 1,1-Dichloroethane 0.51 -- 0.5 0.11
MD1-33 02/10/14 cis-1,2-Dichloroethene 0.31 -- 0.5 0.085 MD1-33 02/10/14 Dichlorodifluoromethane 1.7 -- 0.5 0.099 MD1-33 02/10/14 Tetrachloroethene 12 -- 0.5 0.13
MD1-33 02/10/14 Trichloroethene 1.8 -- 0.5 0.085
MD1-33 02/10/14 Trichlorofluoromethane 18 U 0.5 0.13
MD1-33 05/21/14 1,1-Dichloroethane 0.46 -- 0.5 0.11
MD1-33 05/21/14 1,4-Dichlorobenzene 0.07 -- 0.5 0.062
MD1-33 05/21/14 Chloroform 0.12 -- 0.5 0.12
MD1-33 05/21/14 cis-1,2-Dichloroethene 0.39 U 0.5 0.085 MD1-33 05/21/14 Dichlorodifluoromethane 1.4 -- 0.5 0.099 MD1-33 05/21/14 Dichlorofluoromethane 2.7 TI -- --
MD1-33 05/21/14 Tetrachloroethene 9.7 -- 0.5 0.13
MD1-33 05/21/14 Trichloroethene 1.8 -- 0.5 0.085
MD1-33 05/21/14 Trichlorofluoromethane 14 U 0.5 0.13
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-33 08/06/14 Tetrachloroethene 5.4 -- 0.5 0.13
MD1-33 08/06/14 Trichloroethene 0.9 -- 0.5 0.085
MD1-33 08/06/14 Trichlorofluoromethane 10 U 0.5 0.13
MD1-33 10/08/14 1,1-Dichloroethane 0.3 -- 0.5 0.11
MD1-33 10/08/14 1,4-Dichlorobenzene 0.08 -- 0.5 0.062
MD1-33 10/08/14 cis-1,2-Dichloroethene 0.2 U 0.5 0.085
MD1-33 10/08/14 Dichlorodifluoromethane 0.55 -- 0.5 0.099 MD1-33 10/08/14 Tetrachloroethene 5.9 -- 0.5 0.13
MD1-33 10/08/14 Trichloroethene 1.2 -- 0.5 0.085
MD1-33 10/08/14 Trichlorofluoromethane 10 U 0.5 0.13
MD1-33 01/13/15 1,1-Dichloroethane 0.41 -- 0.5 0.11
MD1-33 01/13/15 1,1-Dichloroethane 0.41 -- 0.5 0.11
MD1-33 01/13/15 Chloroform 0.14 -- 0.5 0.12
MD1-33 01/13/15 Chloroform 0.14 -- 0.5 0.12
MD1-33 01/13/15 Dichlorodifluoromethane 0.47 -- 0.5 0.099 MD1-33 01/13/15 Dichlorodifluoromethane 0.47 -- 0.5 0.099 MD1-33 01/13/15 Dichlorofluoromethane 2.6 TI -- --
MD1-33 01/13/15 Dichlorofluoromethane 2.6 TI -- --
MD1-33 01/13/15 Tetrachloroethene 6.9 -- 0.5 0.13
MD1-33 01/13/15 Tetrachloroethene 6.9 U 0.5 0.13
MD1-33 01/13/15 Trichloroethene 1.3 -- 0.5 0.085
MD1-33 01/13/15 Trichloroethene 1.3 -- 0.5 0.085
MD1-33 01/13/15 Trichlorofluoromethane 12 U 0.5 0.13
MD1-33 01/13/15 Trichlorofluoromethane 12 U 0.5 0.13
MD1-33 04/21/15 1,1-Dichloroethane 0.32 -- 0.5 0.11
MD1-33 04/21/15 1,1-Dichloroethane 0.32 -- 0.5 0.11
MD1-33 04/21/15 cis-1,2-Dichloroethene 0.26 U 0.5 0.085 MD1-33 04/21/15 cis-1,2-Dichloroethene 0.26 U 0.5 0.085 MD1-33 04/21/15 Dichlorodifluoromethane 0.56 -- 0.5 0.099 MD1-33 04/21/15 Dichlorodifluoromethane 0.56 -- 0.5 0.099 MD1-33 04/21/15 Tetrachloroethene 5.6 U 0.5 0.13
MD1-33 04/21/15 Tetrachloroethene 5.6 U 0.5 0.13
MD1-33 04/21/15 Trichloroethene 1.2 -- 0.5 0.085
MD1-33 04/21/15 Trichloroethene 1.2 -- 0.5 0.085
MD1-33 04/21/15 Trichlorofluoromethane 11 -- 0.5 0.13
MD1-33 04/21/15 Trichlorofluoromethane 11 -- 0.5 0.13
MD1-33 07/21/15 1,1-Dichloroethane 0.36 -- 0.5 0.11
MD1-33 07/21/15 1,1-Dichloroethane 0.36 -- 0.5 0.11
MD1-33 07/21/15 1,1-Dichloroethane 0.36 -- 0.5 0.11
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-33 07/21/15 cis-1,2-Dichloroethene 0.32 U 0.5 0.085 MD1-33 07/21/15 cis-1,2-Dichloroethene 0.32 U 0.5 0.085 MD1-33 07/21/15 cis-1,2-Dichloroethene 0.32 U 0.5 0.085 MD1-33 07/21/15 Dichlorodifluoromethane 0.63 -- 0.5 0.099 MD1-33 07/21/15 Dichlorodifluoromethane 0.63 -- 0.5 0.099 MD1-33 07/21/15 Dichlorodifluoromethane 0.63 -- 0.5 0.099 MD1-33 07/21/15 Tetrachloroethene 6.8 U 0.5 0.13
MD1-33 07/21/15 Tetrachloroethene 6.8 U 0.5 0.13
MD1-33 07/21/15 Tetrachloroethene 6.8 U 0.5 0.13
MD1-33 07/21/15 Trichloroethene 1.5 -- 0.5 0.085
MD1-33 07/21/15 Trichloroethene 1.5 -- 0.5 0.085
MD1-33 07/21/15 Trichloroethene 1.5 -- 0.5 0.085
MD1-33 07/21/15 Trichlorofluoromethane 13 -- 0.5 0.13
MD1-33 07/21/15 Trichlorofluoromethane 13 -- 0.5 0.13
MD1-33 07/21/15 Trichlorofluoromethane 13 -- 0.5 0.13
MD1-33 11/10/15 1,1-Dichloroethane 0.25 -- 0.5 0.11
MD1-33 11/10/15 1,1-Dichloroethane 0.25 -- 0.5 0.11
MD1-33 11/10/15 cis-1,2-Dichloroethene 0.18 U 0.5 0.085 MD1-33 11/10/15 cis-1,2-Dichloroethene 0.18 U 0.5 0.085 MD1-33 11/10/15 Dichlorodifluoromethane 0.66 -- 0.5 0.099 MD1-33 11/10/15 Dichlorodifluoromethane 0.66 -- 0.5 0.099 MD1-33 11/10/15 Tetrachloroethene 4.4 U 0.5 0.13
MD1-33 11/10/15 Tetrachloroethene 4.4 U 0.5 0.13
MD1-33 11/10/15 Trichloroethene 1 J,DX 0.5 0.085
MD1-33 11/10/15 Trichloroethene 1 -- 0.5 0.085
MD1-33 11/10/15 Trichlorofluoromethane 8 -- 0.5 0.13
MD1-33 11/10/15 Trichlorofluoromethane 8 -- 0.5 0.13
MD1-33 04/20/16 1,4-Dichlorobenzene 0.097 -- 0.5 0.062
MD1-33 04/20/16 cis-1,2-Dichloroethene 0.34 U 0.5 0.085 MD1-33 04/20/16 Dichlorodifluoromethane 2.6 -- 0.5 0.099 MD1-33 04/20/16 Tetrachloroethene 4.2 U 0.5 0.13
MD1-33 04/20/16 Trichloroethene 1.3 -- 0.5 0.085
MD1-33 04/20/16 Trichlorofluoromethane 5.5 -- 0.5 0.13
MD1-33 08/09/16 1,1-Dichloroethane 0.28 -- 0.5 0.11
MD1-33 08/09/16 1,4-Dichlorobenzene 0.13 -- 0.5 0.062
MD1-33 08/09/16 cis-1,2-Dichloroethene 0.29 U 0.5 0.085 MD1-33 08/09/16 Dichlorodifluoromethane 2.4 -- 0.5 0.099 MD1-33 08/09/16 Dichlorofluoromethane 5.2 TI -- --
MD1-33 08/09/16 Tetrachloroethene 3.9 -- 0.5 0.13
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-33 08/09/16 Trichloroethene 1.1 -- 0.5 0.085
MD1-33 08/09/16 Trichlorofluoromethane 5.7 -- 0.5 0.13
MD1-33 11/09/16 1,1-Dichloroethane 0.28 U 0.5 0.11
MD1-33 11/09/16 Dichlorodifluoromethane 2 -- 0.5 0.099
MD1-33 11/09/16 Dichlorofluoromethane 3.4 TI -- --
MD1-33 11/09/16 Tetrachloroethene 4.8 -- 0.5 0.13
MD1-33 11/09/16 Trichloroethene 1.2 -- 0.5 0.085
MD1-33 11/09/16 Trichlorofluoromethane 7.2 -- 0.5 0.13
MD1-33 03/07/17 1,1-Dichloroethane 0.3 U 0.5 0.11
MD1-33 03/07/17 1,4-Dichlorobenzene 0.15 -- 0.5 0.062
MD1-33 03/07/17 Chloroform 0.14 -- 0.5 0.12
MD1-33 03/07/17 cis-1,2-Dichloroethene 0.38 U 0.5 0.085 MD1-33 03/07/17 Dichlorodifluoromethane 2.4 -- 0.5 0.099 MD1-33 03/07/17 Dichlorofluoromethane 4.3 TI -- --
MD1-33 03/07/17 Tetrachloroethene 5.6 -- 0.5 0.13
MD1-33 03/07/17 Trichloroethene 1.5 -- 0.5 0.085
MD1-33 03/07/17 Trichlorofluoromethane 9.9 -- 0.5 0.13
MD1-33 05/16/17 1,1-Dichloroethane 0.39 U 0.5 0.11
MD1-33 05/16/17 1,4-Dichlorobenzene 0.12 -- 0.5 0.062
MD1-33 05/16/17 Chloroform 0.16 -- 0.5 0.12
MD1-33 05/16/17 cis-1,2-Dichloroethene 0.41 U 0.5 0.085 MD1-33 05/16/17 Dichlorodifluoromethane 3.7 -- 0.5 0.099 MD1-33 05/16/17 Dichlorofluoromethane 4.4 TI -- --
MD1-33 05/16/17 Tetrachloroethene 6.4 -- 0.5 0.13
MD1-33 05/16/17 Trichloroethene 1.8 -- 0.5 0.085
MD1-33 05/16/17 Trichlorofluoromethane 16 -- 0.5 0.13
MD1-33 08/14/17 1,1-Dichloroethane 0.41 U 0.5 0.11
MD1-33 08/14/17 1,4-Dichlorobenzene 0.12 -- 0.5 0.062
MD1-33 08/14/17 Chloroform 0.25 -- 0.5 0.12
MD1-33 08/14/17 cis-1,2-Dichloroethene 0.56 U 0.5 0.085 MD1-33 08/14/17 Dichlorodifluoromethane 2.7 -- 0.5 0.099 MD1-33 08/14/17 Tetrachloroethene 8.3 -- 0.5 0.13
MD1-33 08/14/17 Trichloroethene 1.8 -- 0.5 0.085
MD1-33 08/14/17 Trichlorofluoromethane 18 -- 0.5 0.13
MD1-33 11/15/17 1,1-Dichloroethane 0.6 U 0.5 0.11
MD1-33 11/15/17 1,2-Dichloropropane 0.13 -- 0.5 0.13
MD1-33 11/15/17 1,4-Dichlorobenzene 0.1 -- 0.5 0.062
MD1-33 11/15/17 Chloroform 0.32 -- 0.5 0.12
MD1-33 11/15/17 cis-1,2-Dichloroethene 0.75 U 0.5 0.085
I:\4000s\4034\Archive\4034-081
Table 1
Detected Volatile Organic Compound in Groundwater
Well
Sample
Date Analyte
Concentration1
(µg/L) Flag2
Reporting
Limit1
(µg/L)
Method
Detection
Limit1
(µg/L)
MD1-33 11/15/17 Dichlorodifluoromethane 4.1 -- 0.5 0.099 MD1-33 11/15/17 Tetrachloroethene 10 -- 0.5 0.13
MD1-33 11/15/17 Trichloroethene 2.1 -- 0.5 0.085
MD1-33 11/15/17 Trichlorofluoromethane 27 -- 0.5 0.13
MD1-33 05/15/18 1,1-Dichloroethane 0.37 U 0.5 0.11
MD1-33 05/15/18 Chloroform 0.38 -- 0.5 0.12
MD1-33 05/15/18 cis-1,2-Dichloroethene 0.57 U 0.5 0.085 MD1-33 05/15/18 Dichlorodifluoromethane 4.1 -- 0.5 0.099 MD1-33 05/15/18 Dichlorofluoromethane 2.8 TI -- --
MD1-33 05/15/18 Tetrachloroethene 9.3 -- 0.5 0.13
MD1-33 05/15/18 Trichloroethene 1.4 -- 0.5 0.085
MD1-33 05/15/18 Trichlorofluoromethane 23 -- 0.5 0.13
MD1-33 08/06/18 1,1-Dichloroethane 0.4 U 0.5 0.11
MD1-33 08/06/18 Chloroform 0.67 -- 0.5 0.12
MD1-33 08/06/18 cis-1,2-Dichloroethene 0.72 -- 0.5 0.085 MD1-33 08/06/18 Dichlorodifluoromethane 2.3 -- 0.5 0.099 MD1-33 08/06/18 Tetrachloroethene 11 -- 0.5 0.13
MD1-33 08/06/18 Trichloroethene 2.1 -- 0.5 0.085
MD1-33 08/06/18 Trichlorofluoromethane 24 -- 0.5 0.13
MD1-33 11/05/18 1,1-Dichloroethane 0.37 U 0.5 0.11
MD1-33 11/05/18 Chloroform 0.91 -- 0.5 0.12
MD1-33 11/05/18 cis-1,2-Dichloroethene 0.75 -- 0.5 0.085 MD1-33 11/05/18 Dichlorodifluoromethane 3.3 -- 0.5 0.099 MD1-33 11/05/18 Tetrachloroethene 18 -- 0.5 0.13
MD1-33 11/05/18 Trichloroethene 2.4 -- 0.5 0.085
MD1-33 11/05/18 Trichlorofluoromethane 23 -- 0.5 0.13
MD1-33 05/13/19 1,1-Dichloroethane 0.48 U 0.5 0.11
MD1-33 05/13/19 Chloroform 1.2 -- 0.5 0.12
MD1-33 05/13/19 cis-1,2-Dichloroethene 0.59 -- 0.5 0.085 MD1-33 05/13/19 Dichlorodifluoromethane 3.4 U 0.5 0.099 MD1-33 05/13/19 Tetrachloroethene 19 -- 0.5 0.13
MD1-33 05/13/19 Trichloroethene 2.1 -- 0.5 0.085
MD1-33 05/13/19 Trichlorofluoromethane 17 -- 0.5 0.13
MD1-33 06/10/20 1,1-Dichloroethane 0.25 U 0.5 0.11
MD1-33 06/10/20 Chloroform 1 -- 0.5 0.12
MD1-33 06/10/20 cis-1,2-Dichloroethene 0.42 -- 0.5 0.085 MD1-33 06/10/20 Dichlorodifluoromethane 3 U 0.5 0.099
MD1-33 06/10/20 Dichlorofluoromethane 2.3 TI -- --
MD1-33 06/10/20 Tetrachloroethene 11 -- 0.5 0.13