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e Fiscal Year 2022 (7/1/21 — 6/30/22): 3.0%
° Fiscal Year 2023 (7/1/22-6/30/23): 3.0%

PROMOTIONS:

The Chief of Police may at his/her discretion set the compensation for the selected employee at a higher
amount than is set forth in Schedule B based upon the employee's new grade assignment (if any), years
of relevant experience and employee’s current wage level. The probation period is six (6) months unless
otherwise specified in this Agreement.

DEMOTIONS:

Demotions may be voluntary or by administrative directive. Compensation shall be determined by crediting
the employee with the number of years spent at the higher grade and the new grade assignment (if any),
and considering the wages of other Department employees in the same labor grade.

CROSS-TRAINING, CAREER DEVELOPMENT PROGRAM, SCHOOLS, & TEMPORARY
ASSIGNMENTS:

A. Cross-Training/Temporary Assignments: An employee may be transferred to assume the
duties and responsibilities of a position classified higher or lower than his/her current position due
to cross-training, the department's Career Development Program, or to temporary assignmenis to
provide coverage due to vacations, illness, leaves of absence, vacancies, etc., as determined by
the Chief of Police or designee.

47

B.

C.

Permanent Assignments: An employee may be assigned to assume the duties and
responsibilities of a position in addition to his/her own due to lay-offs or reorganization, and this
article does not apply to this situation. This situation shall follow the reclassification system if
applicable.

Temporary Assignments Beyond 120 Days:

1. Under normal conditions, the cross-training or temporary assignment will not exceed 120
continuous days unless otherwise authorized by the Chief of Police.

2. Higher Labor Grade: If the cross-training/temporary assignment continues beyond the 120
continuous days and the employee continues to work in a higher classified position, he/she will
be paid a wage difference equal to not less than five percent (5%) of his/her annual
compensation (pro-rated).

School Attendance: Employees on a5 & 2 System may be assigned to attend special schooling
away from the workplace during hours not normally worked by the employee. Employees ona 5 &
2 System shall receive not less than their regular rate of pay during such attendance.

48

DAW —JOB-ATLES
SCHEDULE A
JOB TITLES
Job Title Labor Grade Exempt / Non-Exempt
Status
Domestic Violence Victim Advocate 14 Non-Exempt
Secretarial Superviser— 11 Exempt
DetectivesAdministrative Supervisor
Assistant Fleet Maintenance Supervisor 11 Non-Exempt
Business Coordinator 12 Exempt
Building Maintenance Supervisor 12 Non-Exempt
Assistant Records Manager 12 Exempt
System Suppor SpecialisilT Programs 4313 Ner-
Administrator & Instructor ExemptExempt
Fleet Maintenance Supervisor 14 Non-Exempt
Co-Emergency Manager/Community Policing 15 Exempt
Coordinator
It Network Administrator 15 Exempt
Communications System Engineer/Technician 15 Non-Exempt
Records & Communications Manager 16 Exempt
Police Attorney / Full-Time 16 Exempt
Police Attorney / Part-Time 16 Exempt
It Manager / Software Specialist 17 Exempt
Radio Systems Manager / Part-Time 17 Exempt

49

Schedule B
Schedule B

UFPO Hiring / Promotional Range

Wage Increases:
e Fiscal Year 2019 (7/1/18 — 6/30/19): 2.25%
e__ Fiscal Year 2020 (7/1/19 — 6/30/20): 2.50%
e Fiscal Year 2021 (7/1/20 — 6/30/21): 2.25%
oe __ Fiscal Year 2022 (7/1/21 — 6/30/22): 2.50%
9__ Fiscal Year 2023 (7/1/19

FY2019: 2.25% FY2020: 3.0%
Labor Grade | Minimum Maximum Labor Grade Minimum Maximum
10 $40,990.00 | $58,637.67 10 $40,990.00 | $60,396.80
11 $45,739.00 | $65,555.81 11 $45,739.00 | $67,522.48
12 $49,407.00 | $70,900.81 12 $49,407.00 | $73,027.83
13 $53,747.00 | $77,223.38 13 $53,747.00 | $79,540.08
14 $58,690.00 | $84,424.17 14 $58,690.00 | $86,956.90
15 $63,385.00 | $91,177.92 15 $63,385.00 | $93,913.26
16 $68,456.00 | $99,888.00 16 $68,456.00 | $102,884.64
17 $73,932.00 | $110,816.00 17 $73,932.00 | $114,140.48

50

FY2021: 3.0%

Labor Grade Minimum Maximum
10 $40,990.00 | $62,208.70
11 $45,739.00 | $69,548.16
12 $49,407.00 | $75,218.67
13 $53,747.00 | $81,926.28
14 $58,690.00 | $89,565.60
15 $63,385.00 | $96,730.66
16 $68,456.00 | $105,971.18
17 $73,932.00 | $117,564.69

FY2023: 3.0%

Labor Grade Minimum Maximum
10 $40,990.00 | $65,997.21
11 $45,739.00 | $73,783.64
12 $49,407.00 | $79,799.49
13 $53,747.00 | $86,915.59
14 $58,690.00 | $95,020.15
15 $63,385.00 | $102,621.55
16 $68,456.00 | $112,424.82
17 $73,932.00 | $124,724.38

ARTICLE 2823

FY2022: 3.0%

Labor Grade Minimum Maximum
10 $40,990.00 | $64,074.97
VW $45,739.00 | $71,634.60
12 $49,407.00 | $77,475.23
13 $53,747.00 | $84,384.07
14 $58,690.00 | $92,252.57
15 $63,385.00 | $99,632.57
16 $68,456.00 | $109,150.31
17 $73,932.00 | $121,091.64

4, li the empl is on an unpaid leav n

Longevity payments received by employees shall be added to their total annual wages for computation of
overtime rates and paid in accordance with the regulations of the Fair Labor Standards Act.

lf employees retire, longevity payments will be prorated by month based on the actual length of service.
Employees must work at least 15 calendar days in any month to receive credit for that month.

Two weeks prior to the employee's anniversary date, the employee can request that this longevity payment
be deposited into a 457 Retirement Plan provided that the employee has a 457 Retirement Plan set_up

52

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LEGEND @

7 General Study Area Limits

Figure 8

2017 Weekday Morning
Peak Hour Traffic Volumes

(Including construction of the

ee Broad Street Parkway)

0 300 600 Feet

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LEGEND @

7 General Study Area Limits
Figure 9

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@

Vanasse Hangen Brustlin, Inc.

The level of service designation is reported differently for signalized and
unsignalized intersections. For signalized intersections, the analysis considers the
operation of all traffic entering the intersection and the level of service designation is
for the overall conditions at the intersection. Unsignalized intersection analyses
assume that through traffic on the main line is not affected by traffic on the side
streets. Thus, LOS designations are for the turning movements at the intersections
and not for the overall intersection.

Figure 10 summarizes the results of the level of service analyses for the study area
intersections, which are also documented by volume-to-capacity (v/c) ratio and
average delay in Tables 1 and 2. It is noted that the intersections of Central
Street/Ledge Street at Pine Street and Central Street at Palm Street are currently
unsignalized intersections. As part of the Broad Street Parkway construction, the
intersections will be placed under traffic signal control. Traffic operational analyses
were completed for the baseline (with Broad Street Parkway) weekday morning and
weekday evening peak hours.

2.3.3.1 Signalized Intersections

All study area signalized intersections are part of a signal system with time-based
coordination plans. The timing used for the signalized intersection analysis comes
from the Nashua Citywide Traffic Signals at Various Locations Project (2012) for the
majority of the signals. The Central Street intersections with Pine Street and Palm
Street are expected to be integrated into the signal system as part of the Broad Street
Parkway construction project (plans are currently under development) and therefore
intersection timings have been assumed that complement the system timings at
adjacent signalized intersections.

The results of the traffic operational capacity analyses reveal that of the eleven
signalized intersections, seven operate at good levels of service (LOS C or better)
during both peak periods. The signalized intersections expected to operate at LOS D
during one or more peak periods include East Hollis Street at Spring Street /Medical
Center Drive, East Hollis Street at Spruce Street/Harbor Avenue, Main Street at
East/West Hollis Street, and West Hollis Street at Palm Street. Only East Hollis
Street at Spruce Street/Harbor Avenue operates at LOS D under both peak hour
periods. None of the study area signalized intersections are forecast to operate at
poor levels of service (LOS E or F) under the baseline condition with construction of the
Broad Street Parkway.

2.3.3.2 Signalized Intersections (Pre-Broad Street Parkway)

\whb\ prof Bedion{\S2700,00 Nashua
Crrculalion Stuctireports\Final RapartFinal
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16

Additionally, note that previous’ traffic operational analyses of the pre-Broad Street
Parkway condition show poor levels of service (D or worse) along Main Street at
several of the study area’s signalized intersections during one or more of the peak
hour conditions. These Main Street intersections include the following:

v

2
Traffic Operational Analyses in support of the "Broad Street Parkway Final Environmental Impact Statement”, January 2010,
and “Engineering Study” for Nashua #14432, X-A000(372) CMAQ Citywide Traffic Signals at Various Locations, March 13, 2012,

Existing Conditions

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LEGEND
7 7

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General Study Area Limits
Directional Traffic Flow
Level of Service (C or better)

Level of Service (D or worse)

@

Figure 10

2017 Existing
Level of Service Summary