TABLE 7-2
CITY OF SALINAS SSMPU
EXISTING HYDRAULIC AND MAINTENANCE REPAIR CIP RANKING MATRIX Importance Factor 5 4 3 2 1
Overflow to Water
Body of the State Design Standard Maintenance Hot Spo t Community Impact Near City Manhole Monitor Impacted By Future Development Yes - 10
No - 0
Meets Design Standard - 0
Doesn't Meet Design Standards - 2
Surcharging - 5
Overflowing - 10
Not Critical - 0
Yearly Check - 5
Weekly or Monthly Checks - 10
< 5,000 - 0
5,001 to 10,000 - 5
>10,000 - 10
Yes-5
No-0 Yes/No
Cesar Chavez Park
(includes North Madeira Avenue Repairs) Hydraulic Deficiency 10 5 5 10 0 Yes, East Alisal Redevelopment 105 1 Upper Carr Lake Repairs O&M 10 0 10 10 0 Yes, North Boronda FGA 100 2 Upstream TP2 Diversion Hydraulic Deficiency 10 5 0 10 0 No 90 3 Northridge Mall Hydraulic Deficiency 10 5 0 10 0 Yes, Target area K 90 4 East Market and Upstream of Lake Street Repairs O&M 1 0 0 5 5 0 No 75 5 Louis & Van Buren Repairs O&M 10 0 5 0 5 No 70 6
West Market at Davis Overcrossing O&M 10 0 5 0 0 Yes, West Boronda FGA 65 7 Cherokee Dr Hydraulic Deficiency 0 5 0 10 5 Yes, Target Area K 45 8 Malarin St and Wilgart Way Repairs O&M 0 5 5 5 0 No 45 9 Romie Lane Repairs & Reconfiguration Analysis O&M 0 0 10 5 0 No 40 10 King Street Repairs O&M 0 0 10 0 5 No 35 11
Del Monte and Mae Repairs O&M 0 0 10 0 5 No 35 12
Riker Street Repair O&M 0 0 10 0 5 No 35 13
West Market Street Repairs O&M 0 0 10 0 5 No 35 14
Johnson Place Repairs O&M 0 5 5 0 0 No 35 15
N Main St Hwy 101 Underpass Bunker Repair O&M 0 0 10 0 0 Yes, Target area V 30 16 Donner Way Repair O&M 0 0 10 0 0 No 30 17
San Miguel Ave Repair O&M 0 0 10 0 0 No 30 18
Noice Drive/Tyler Street Hydraulic Deficiency 0 5 0 5 0 No 30 19 Natividad Rd or Alternative Natividad Consolidation Hydraulic Deficiency 0 5 0 5 0 Yes, Target area V, north boronda FGA 30 20 Acacia, Bautista, Woodside Repairs O&M 0 0 5 0 5 No 20 21 Comanche, Polk, and North First Repairs O&M 0 0 5 0 5 Yes, Target area K 20 22 Sherwood Dr Repairs O&M 0 0 5 0 5 Yes, Target area V 20 23 East Laurel and Williams Repairs O&M 0 0 5 0 0 No 15 24 Hoover Street Repair O&M 0 0 5 0 0 No 15 25
Project Name
Score =
Importance
Factor X Points Ranking Type of Project
7-5
TABLE 7-2
CITY OF SALINAS SSMPU
EXISTING HYDRAULIC AND MAINTENANCE REPAIR CIP RANKING MATRIX Importance Factor 5 4 3 2 1
Overflow to Water
Body of the State Design Standard Maintenance Hot Spo t Community Impact Near City Manhole Monitor Impacted By Future Development Yes - 10
No - 0
Meets Design Standard - 0
Doesn't Meet Design Standards - 2
Surcharging - 5
Overflowing - 10
Not Critical - 0
Yearly Check - 5
Weekly or Monthly Checks - 10
< 5,000 - 0
5,001 to 10,000 - 5
>10,000 - 10
Yes-5
No-0 Yes/NoProject Name
Score =
Importance
Factor X Points RankingType of Project
Katherine Ave & Pajaro St Repairs O&M 0 0 5 0 0 No 15 26 Wood Street Reconfiguration Analysis O&M 0 0 5 0 0 No 15 27 Inflow/Infiltration Evaluation Hydraulic
-- -- -- -- -- -- --
Dependent on
significant wet
weather year
CCTV Inspection Program O&M -- -- -- -- -- -- -- Annual Program Brick Manhole Inspection & Replacement O&M -- -- -- -- -- -- -- Ongoing Inspection Flushing Inlet (Cleanout) Inspection & Replacement O &M -- -- -- -- -- -- -- Ongoing Inspection 7-6
TABLE 7-3
CITY OF SALINAS SSMPU
EXISTING LIFT STATION CIP RANKING MATRIX
Importance Factor 5 4 3 3 2 2 2 1
Overflow to Water
Body of the State Inspection Frequency
Existing Pumping
Capacity Deficiencies
Peak Hour Emergency Response
Time Bypass Required?
Onsite Generator with Automatic
Transfer Switch Required?
Critical Control/Electronic
Upgrades Required? Community Impact
Impacted By Future
Development
Yes - 10
No - 0
Emergency Callouts-10
Daily Inspections-5
Weekly Inspections-0
Yes-10
No-0
0-15 minutes-10
15-30 minutes-5
Greater than 30 minutes-0
Yes-5
No-0
Yes-5
Replace Generator-3
No-0
Yes-5
No-0
< 5,000 - 0
5,001 to 10,000 - 5
>10,000 - 10 Yes/No
Lake St Lift Station 10 10 10 10 0 3 5 10
Yes, Target Area V, East
Alisal Street/East Market
Street, Central Area and
East Area Specific Plans,
and East Area FGA
Pumps must be upsized
for future flows.
176 1
Santa Rita Lift Station 10 10 0 10 5 3 5 5
Bolsa Knolls Septic
Conversion & Target Area
K 151 2
Carpenter Hall Lift Station 10 5 0 10 5 3 0 10
Yes, North Boronda FGA
and Targe Areas K & V 126 3
De La Torre Lift Station 10 10 0 0 5 5 5 0
Possible, Southeast FGA
Pumps may need to be
upsized for future flows 120 4
Spicer Lift Station 10 10 0 0 5 5 5 0 No 120 5
Mill Lake Lift Station 10 5 0 10 5 0 5 0 No 120 6
Vista Nueva Lift Station 10 10 0 0 0 0 0 0 No 90 7
Las Casitas Lift Station 10 0 0 10 0 0 5 0 No 90 8
TP2 Lift Station 10 0 0 0 5 3 0 10
Yes, East Alisal
Street/East Market Street
and East FGA.
Pumps must be upsized
for future flows. 76 9
Harkins Lift Station 0 10 0 0 5 5 5 0
Yes, Salinas Ag-
Industrial Center
Pumps must be upsized
for future flows 70 10
Airport Lift Station 10 0 0 0 0 0 0 0 Yes, Southeast FGA 50 11 Project Name
Score =
Importance
Factor X Points Ranking
7-7