Agenda packet, regular meeting, first session — Citrus Heights City Council Meetings, December 11, 2024 (part 2 of 2)

Introduction
The proposed Starbucks at Stock Ranch is located at 6970 Auburn Boulevard in the City of Citrus Heights, Cali fornia (APN: 2M-0870-007). Existing land uses in the immediate project vicinity include single-family residential to the north, and a combination of developed and undeveloped commercial in all other directions. The project area and surrounding land uses are shown in Figure

1. The project site plan is presented in Figure 2.

Bollard Acoustical Consultants, Inc. (BAC) was retained by the City of Citrus Heights to prepare this acoustical ass essment. Specifically, the purposes of this asse ssment are to quantify noise levels associated with project on-site operations, to assess the state of compliance of those noise levels with applicable City of Citrus Heights noise standards, and if necessary, to recommend measures to reduce those noise levels to acceptable limits at the nearest noise-sensitive uses (i.e., residential).

Noise Fundamentals and Terminology
Noise is often described as unwanted sound. Sound is defined as any pressure variation in air that the human ear can detect. If the pressure variations occur frequently enough (at least 20 times per second), they can be heard, and thus are called sound. Measuring sound directly in terms of pressure would require a very large and awkward range of numbers. To avoid this, the decibel scale was devised. The decibel scale allows a million-fold increase in pressure to be expressed as 120 dB. Another useful aspect of the decibel scale is that changes in levels (dB) correspond closely to human perception of relative loudness. Appendix A contains definitions of Acoustical Terminology. Figure 3 shows common noise levels associated with various sources.

The perceived loudness of sounds is dependent upon many factors, including sound pressure level and frequency content. However, within the usual range of environmental noise levels, perception of loudness is relatively predictable, and can be approximated by weighing the frequency response of a sound level meter by means of the standardized A -weighing network.

There is a strong correlation between A -weighted sound levels (expressed as dBA) and community response to noise. For this reason, the A -weighted sound level has become the standard tool of environmental noise assessment. All noise levels reported in this section are in terms of A-weighted levels in decibels.

Community noise is commonly described in terms of the “ambient” noise level, which is defined as the all -encompassing noise level associated with a given noise environment. A common statistical tool to measure the ambient noise level is the average, or equivalent, sound level (L eq)
over a given time period (usually one hour). The Leq is the foundation of the Day -Night Average Level noise descriptor, DNL or Ldn, and shows very good correlation with community response to noise.

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Legend
Figure 10 100 200
Scale (Feet)
Project Parcel Boundary (Approximate)
Long-Term Noise Survey Location
Starbucks at Stock Ranch
Citrus Heights, California
Project Area
Residential Receiver
2 1
LT
-
1 3
APN: 2M-0870-007
(Project Parcel)
Commercial
Commercial
Commercial
Residential
Residential
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Legend
Figure 2
Restaurant Building
Outdoor Patio Area
Drive-Through Menu Speaker Board
Starbucks at Stock Ranch
Citrus Heights, California
Project Site Plan
0 25 50
Scale (Feet)
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Environmental Noise Assessment
Starbucks at Stock Ranch – Citrus Heights, California

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Figure 3
Typical A-Weighted Sound Levels of Common Noise Sources

The Day-Night Average Level (DNL or L
dn) is based upon the average noise level over a 24-hour day, with a +10-decibel weighting applied to noise occurring during nighttime (10:00 p.m. to 7:00 a.m.) hours. The nighttime penalty is based upon the assumption that people react to nighttime noise exposures as though they were twice as loud as daytime exposures. Because DNL represents a 24-hour average, it tends to disguise short-term variations in the noise environment.

DNL-based noise standards are commonly used to assess noise impacts associated with traffic, railroad, and aircraft noise sources.

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Environmental Noise Assessment
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Existing Ambient Noise Environment
The existing ambient noise environment in the immediate project vicinity is defined primarily by traffic on Auburn Boulevard, and by nearby commercial activities. To generally quantify existing ambient noise environment within the project vicinity, BAC conducted long-term (72-hour) ambient noise level measurements September 27-29, 2024. The long-term noise survey location is shown in Figure 1, identified as site LT-1. Photographs of the noise survey site are provided in Appendix B.

A Larson Davis Laboratories (LDL) precision integrating sound level meter was used to complete the long-term noise level survey. The meter was calibrated immediately before and after use with an LDL Model CA200 acoustical calibrator to ensure the accuracy of the measurements. The equipment used meets all specifications of the American National Standards Institute requirements for Type 1 sound level meters (ANSI S1.4). The results of the long-term ambient noise survey are shown numerically and graphically in Appendices C and D (respectively) and are summarized in Table 1.

Table 1
Summary of Long-Term Ambient Noise Survey Results September 27-29, 20241 Site Description2 Date
DNL
(dB)
Average Measured Hourly Noise Levels (dB)3
Daytime Nighttime
L50 Lmax L50 Lmax
Site LT-1: North of project parcel along
Frontage Road and residences
9/27/24 71 65 (64-67) 87 (81-97) 53 (47-62) 80 (75-84)
9/28/24 71 64 (60-66) 88 (81-99) 52 (47-60) 81 (75-88)
9/29/24 70 63 (59-65) 89 (80-99) 49 (43-56) 79 (76-83)
1 Detailed summaries of the noise monitoring results are provided in Appendices C and D. 2 Long-term ambient noise monitoring location is identified in Figure 1. 3 Daytime hours: 7:00 AM to 10:00 PM | Nighttime hours: 10:00 PM to 7:00 AM Source: BAC 2024
BAC noise survey site LT-1, located north of the project parcel along Frontage Road, are believed to be representative of the existing ambient noise level environment at the nearest residential uses to the project, represented as receivers 1-3 in Figure 1. As shown in Table 1, measured day- night average levels (DNL) and average measured hourly noise levels (L 50 and L max) were
consistent throughout the monitoring period (i.e., relatively small range of measured levels).

Criteria for Acceptable Noise Exposure
Citrus Heights Municipal Code (Noise Ordinance)
Section 34- 86 of the Noise Ordinance establishes exterior noise level standards for non- transportation noise sources, such as those associated with project on-site operations. The City’s exterior noise standards have been reproduced and are summarized below in Table 2.

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It should be noted that the criteria contained in Section 34-86 of the Noise Ordinance (Table 2 of this report) is applicable to non-transportation noise sources affecting residentially zoned districts.

The Noise Ordinance does not contain criteria applicable to non-transportation noise sources affecting commercially zoned districts.

Table 2
Exterior Noise Standards (dBA)
Noise Metric Duration of Hour Daytime (7 AM to 10 PM) Nighttime (10 PM to 7 AM) L50 30-60 minutes 55 50
L25 15-30 minutes 60 55
L08 5-15 minutes 65 60
L02 1-5 minutes 70 65
Lmax Any Time 75 70
-Each of the noise limits specified above shall be reduced by 5 dBA for impulsive or simple tone noises or for noises consisting of speech or music.

Source: City of Citrus Heights Municipal Code, Section 34-86 Noise Standards Applicable to Project On-Site Operations It is the understanding of BAC that the project proposes operations during the hours of 4:30 a.m. to 11:00 p.m. As a result, the City’s daytime and nighttime noise level standards shown in Table 2 would be applicable to the project. In addition, the footnote in Table 2 states that each of the noise level limits shall be reduced by 5 dB for noises consisting of speech or music. This footnote would be applicable to project drive-through menu speaker board, outdoor patio activities, and on-site car stereo noise sources.

Evaluation of Project-Generated Noise Levels
The primary on-site noise sources associated with the project have been identified as drive- through operations (i.e., amplified menu speaker board and vehicle idling/passbys), parking lot movements (e.g., vehicles arriving, departing, doors slamming, etc.), outdoor patio activities (i.e., patron conversation), and vehicle sound system usage while on property. Noise generated by the identified on-site noise sources were quantified through a combination of reference noise level data and application of accepted noise modeling techniques.

The following section provides analyses of noise level exposure associated with project on-site operations at the closest representative residential uses, and assessments of compliance with applicable City of Citrus Heights noise level criteria.

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Drive-Through Vehicle Passage and Menu Speaker Board Noise According to the project applicant, the project proposes the installation of a HME SP10 speaker.

The location of the menu speaker board/post is shown in Figure 2.

To quantify the noise emissions of the proposed drive-through speaker usage, BAC utilized noise level measurement data published by the speaker manufacturer (HM Electronics, Inc.). According to the manufacturers noise level data sheet, presented as Appendix E, the proposed HME SP10 speaker can incorporate automatic volume control (AVC), which adjusts outbound volume based on the ambient noise level environment. For example, assuming an outdoor ambient noise level of 45 dB, the speaker will adjust the volume of the system to 45 dB for a resulting calculated overall sound level of 48 dB at a distance of 4 feet. Without the AVC option, the speaker reference noise level calculates to 78 dB at 4 feet. To quantify the noise emissions of the proposed drive- through v ehicle passages, BAC utilized noise measurement data collected for similar drive- through operations in the Sacramento area in recent years. BAC file data indicates that drive- through vehicle passages, including vehicle idling, have median and maximum noise levels of 60 dB L
50 and 70 dB Lmax at a distance of 5 feet, respectively.

Using the BAC drive-through vehicle passby data and speaker manufacturer noise level measurements presented above, and assuming standard spherical spreading loss ( -6 dB per doubling of distance), data were projected from the proposed drive-through lane and speaker locations to the property lines of residential receivers 1-3 (shown in Figure 1). The results of those projections are provided in Table 3. The results presented in Table 3 include predicted speaker noise levels both with and without the AVC option. Because the AVC option output is dependent upon ambient noise level conditions, the ambient noise levels for both daytime and nighttime must be known or assumed. For the purposes of this analysis, the lowest average measured hourly daytime median (L50) noise level at BAC site LT-1 (63 dB L50) was utilized as the daytime ambient noise level for the AVC option. Additionally, the lowest average measured hourly nighttime median (L50) noise level at BAC site LT-1 (49 dB L50) was utilized as the nighttime ambient noise level for the AVC option.

Table 3
Predicted Drive-Through Vehicle Noise Levels at Nearest Residential Property Lines Receiver1

Predicted Noise Level, L50 (dB)
Speakers
Distance from Sources (ft)2 Daytime Nighttime
Vehicles Speakers Vehicles w/o AVC AVC3 w/o AVC AVC3
1 – Residence 310 255 40 28 40 <20 26
2 – Residence 205 200 44 32 44 <20 28
3 – Residence 285 225 41 29 41 <20 27
1 Locations of residences are shown in Figure 1.
2 Distances scaled from drive-through lane and speaker to residential property lines using the provided site plans. 3 D aytime and nighttime ambient noise levels for the AVC option noise levels are discussed in this report.

Source: BAC 2024
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Environmental Noise Assessment
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Because drive-through operations would occur throughout the course of an hour (i.e., in excess of 30 minutes), the applicable Citrus Heights Municipal Code noise level descriptor for drive- through operations would be the median noise level metric (L 50). Additionally, as mentioned previously, the City’s downward adjusted noise level standards (5 dB less) would be applicable to project drive-through speaker noise.

Table 3 data indicate that project drive-through vehicle noise levels are predicted to satisfy the Citrus Heights Municipal Code daytime 55 dB L50 and nighttime 50 dB L50 noise level standards at the property lines of the closest residences (receivers 1-3) by a wide margin. Further, project drive-through speaker noise levels are predicted to satisfy the downward adjusted Citrus Heights Municipal Code daytime 50 dB L50 and nighttime 45 dB L50 noise level standards at the property lines of the closest residences (receivers 1-3) – both with and without implementation of the AVC option. Nonetheless, to reduce the potential for an exceedance of the City’s noise level criteria at the closest residential uses, it is recommended that the project drive-through speaker model’s AVC option be enabled at all times . Finally, the Table 3 data indicates that project drive-through lane vehicle and menu speaker noise levels are predicted to be well below the existing ambient noise environment measured at the nearest residential uses (receivers 1-3).

Parking Lot Activity Noise
The provided site plan indicates that the project proposes approximately 32 parking stalls for restaurant patrons. The location of the parking area is shown in Figure 2.

As a means of determining potential noise exposure due to project parking lot activities, Bollard Acoustical Consultants, Inc. (BAC) utilized specific parking lot noise level measurements conducted by BAC. Specifically, a series of individual noise measurements were conducted of multiple vehicle types arriving and departing a parking area, including engines starting and stopping, car doors opening and closing, and persons conversing as they entered and exited the vehicles. The results of those measurements revealed that individual parking lot movements generated mean noise levels of approximately 70 dB SEL at a reference distance of 50 feet.

Because parking lots activities could occur throughout the duration of a given hour, project parking activity noise level exposure was assessed relative to the City’s median (L 50) noise level
descriptor. To compute median (L50) noise levels generated by parking lot activities, the approximate number of hourly operations and distance to parking stalls is required. As mentioned previously, the project proposes approximately 32 parking stalls. For the purpose of this analysis, it was conservatively assumed that all 32 of the proposed parking stalls could either fill or empty during a given peak hour (although it is likely that parking area activity would be more spread out).

The hourly average/median noise level generated by parking lot movements is computed using the following formula:

Peak Hour L
eq / L50 = 70+10*log (N) – 35.6

Where 70 is the mean Sound Exposure Level (SEL) for an automobile parking lot arrival or departure, N is the number of parking lot operations in a given hour (50), and 35.6 is 10 times the logarithm of the number of seconds in an hour. Using the information provided above, and ITEM 16
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assuming standard spherical spreading loss ( -6 dB per doubling of distance), project parking activity noise exposure was calculated at the property lines of residential receivers 1-3 (shown in Figure 1). The results of those calculations are presented in Table 4.

Table 4
Predicted Parking Area Noise Levels at Nearest Residential Property Lines Receiver1 Distance from Parking Area (ft)2 Predicted Noise Level, L50 (dB)3 1 – Residence 365 32
2 – Residence 280 35
3 – Residence 340 33
1 Locations of residences are shown in Figure 1.
2 Distances scaled from effective noise center of parking area to property lines using the provided site plans. 3 Worst-case predicted parking noise levels from all 32 proposed stalls emptying or filling during a given hour.

Source: BAC 2024
As shown in Table 4, worst-case project parking area noise levels are predicted to satisfy the Citrus Heights Municipal Code (downward adjusted) daytime 50 dB L50 and nighttime 45 dB L50 noise level standards at the property lines of the closest residences (receivers 1-3). Additionally, the Table 4 data indicates that project parking area noise levels are predicted to be well below the existing ambient noise environment measured at the nearest residential uses (receivers 1-3).

Based on the anal ysis provided above, no further consideration of parking area nose mitigation measures would be warranted for the project.

Outdoor Patio Noise
According to the provided site plans, the project proposes an outdoor seating area (patio) for restaurant patrons. The location of the outdoor dining area is shown in Figure 2.

To quantify outdoor dining area noise, BAC utilized file data from the SoundPLAN noise modeling software program (Version 9.0). According to the modeling program (catalog emission #173), restaurant dining areas with music have a reference sound level of 82 dB at a distance of 1 meter.

Based on the reference sound level data above, and assuming standard spherical spreading loss (-6 dB per doubling of distance), project outdoor dining area noise was projected at the property lines of residential receivers 1-3 (shown in Figure 1) and the results of those calculations are presented in Table 5.

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Table 5
Predicted Outdoor Patio Area Noise Levels at Nearest Residential Property Lines Receiver1 Distance from Parking Area (ft)2 Predicted Noise Level, L50 (dB)3 1 – Residence 335 42
2 – Residence 250 44
3 – Residence 320 42
1 Locations of residences are shown in Figure 1.
2 Distances scaled from effective noise center of patio area to property lines using the provided site plans. 3 Predicted out door patio noise levels based on reference level of 82 dB at 1 meter (3.3 feet).

Source: BAC 2024
Because outdoor patio usage would occur throughout the course of an hour (i.e., in excess of 30 minutes), the applicable Citrus Heights Municipal Code noise level descriptor for project outdoor patio noise would be the median noise level metric (L 50). Additionally, as mentioned previously, the City’s downward adjusted noise level standards (5 dB less) would be applicable to project outdoor patio noise.

Table 5 data indicate that project outdoor patio noise levels are predicted to satisfy the Citrus Heights Municipal Code (downward adjusted) daytime 50 dB L50 and nighttime 45 dB L50 noise level standards at the property lines of the closest residences (receivers 1-3). Further, the Table 5 data indicates that project outdoor patio area n oise levels are predicted to be well below the existing ambient noise environment measured at the nearest residential uses (receivers 1 -3).

Based on the analysis provided above, no further consideration of outdoor patio nose mitigation measures would be warranted for the project.

Patron Car Stereo Noise Generation
The loudness of a car stereo is highly dependent on variables that include quality of sound system, distance to receiver, volume level, and whether or not the vehicle windows are in the open or closed position during stereo operation. In addition, noise is highly subjective, and is dependent on how it is perceived.

Due to the variability of sound system configurations, it is difficult to quantify car stereo noise levels with reasonable levels of precision. As a result, it is recommended that the proposed restaurant management diligently enforce a restriction on car stereo use on the premises. The restriction of car stereo use on the premises will avoid the potential for an exceedance of applicable Citrus Heights Municipal Code noise level limits and will reduce the potential for adverse reaction to car stereo noise at nearby residential uses.

Conclusions & Recommendations
Noise levels associated with analyzed on-site operations at the proposed Starbuck s at Stock Ranch are predicted to satisfy the applicable City of Citrus Heights noise level standards at the property lines of the closest residential uses (located north of the project). However, due to the ITEM 16
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variability of vehicle sound system configurations, it is possible that car stereo noise levels from restaurant patrons could exceed City of Citrus Heights noise level limits at nearby residential uses.

To reduce the potential for ex ceedances of the City ’s noise level standards at the closest residential u ses, the following specific noise abatement measures are recommended for this project:

1. The proposed project drive-through speaker (HME SP10) should be equipped/enabled with the automatic volume control (AVC) option at all times.

2. The noise-generation due to patron’s usage of amplified music from their vehicles has the potential to exceed City of Citrus Heights noise level standards at nearby residential uses.

To avoid the potential for an exceedance of the C ity’s noise level limits, and to minimize the potential for adverse reaction at those sensitive uses, the following recommendations are offered:
a) Post signs indicating music is prohibited while vehicles are on-site. b) Restaurant management should diligently enforce a restriction on car stereo usage.

These conclusions are based on the site plan shown in Figure 2, the results from the BAC ambient noise level survey, BAC reference noise level measurements conducted at a similarly configured drive-through restaurants in the Sacramento area in recent year s, and provided equipment manufacturer noise level data. Deviations from the above- mentioned resources could cause actual noise levels to differ from those predicted in this assessment.

This concludes BAC’s environmental nois e assessment of on-site operations for the proposed Starbucks at Stock Ranch l ocated at 6970 Auburn Boulevard in the City of Citrus Heights, California. Please contact BAC at ( 530) 537-2328 or [email protected] with any questions regarding this assessment.

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Appendix A
Acoustical Terminology

Acoustics The science of sound.

Ambient Noise The distinctive acoustical char acteristics of a given space consisting of all noise sources audible at that location. In many cases, the term ambient is used to describe an existing or pre-project condition such as the setting in an environmental noise study.

Attenuation The reduction of an acoustic signal.

A-Weighting A frequency-response adjustment of a sound level meter that co nditions the output signal to approximate human response.

Decibel or dB Fundamental unit of sound. A Bell is defined as the logarithm of the ratio of the sound pressure squared over the reference pressure squared. A Decibe l is one-tenth of a Bell.

CNEL Community Noise Equivalent Level. Defined as the 24-hour aver age noise level with noise occurring during evening hours (7 - 10 p.m.) weighted by a factor of three and nighttime hours weighted by a factor of 10 prior to averaging.

Frequency The measure of the rapidity of alterations of a periodic signa l, expressed in cycles per second or hertz.

IIC Impact Insulation Class (IIC): A single-number representation of a floor/ceiling partition’s impact generated noise insulation performance. The field-measured version of this number is the FIIC.

L
dn Day/Night Average Sound Level . Similar to CNEL but with no evening weighting.

Leq Equivalent or energy-averaged sound level.

Lmax The highest root-mean-square (R MS) sound level measured over a given period of time.

Loudness A subjective term for the sensation of the magnitude of sound.

Masking The amount (or the process) by which the threshold of audibility is for one sound is raised by the presence of another (masking) sound.

Noise Unwanted sound.

Peak Noise The level corresponding to the hi ghest (not RMS) sound pressure measured over a given period of time. This term is often confused with the “Maximum” level, which is the highest RMS level.

RT
60 The time it takes reverberant sound to decay by 60 dB once th e source has been removed.

STC Sound Transmission Class (STC): A single-number representation of a partition’s noise insulation performance. This number is based on laboratory-measured, 16-band (1/3- octave) transmission loss (TL) data of the subject partition. The field-measured version of this number is the FSTC.

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Legend
A: Site LT-1: Near survey location looking east near Frontage Road and residences B: Site LT-1: Near survey location looking south towards Auburn Boulevard and project site A B
Appendix B
Starbucks at Stock Ranch
Citrus Heights, California
Noise Survey Photographs
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Hour Leq Lmax L50 L90
12:00 AM 60 79 49 45
1:00 AM 58 78 47 44 High Low Average High Low Average
2:00 AM 57 75 50 46 Leq (Average) 70 68 69 67 57 63
3:00 AM 57 75 48 46 Lmax (Maximum) 97 81 87 84 75 80
4:00 AM 61 80 52 49 L50 (Median) 67 64 65 62 47 53
5:00 AM 63 77 56 52 L90 (Background) 58 55 56 55 44 49 6:00 AM 67 84 62 55
7:00 AM 70 91 66 58 Computed DNL (dB) 71
8:00 AM 70 89 67 57 % Daytime Energy 87%
9:00 AM 68 81 65 55 % Nighttime Energy 13%
10:00 AM 68 85 65 55
11:00 AM 69 92 65 55
12:00 PM 69 81 66 56
1:00 PM 70 95 65 56
2:00 PM 70 87 66 55
3:00 PM 70 91 66 55
4:00 PM 69 83 66 56
5:00 PM 69 85 66 56
6:00 PM 69 82 66 56
7:00 PM 70 97 65 57
8:00 PM 68 85 64 57
9:00 PM 68 85 64 56
10:00 PM 66 82 60 52
11:00 PM 65 84 57 50
GPS Coordinates 38°41'32.39"N
121°17'51.43"W
Nighttime (10 p.m. - 7 a.m.)Daytime (7 a.m. - 10 p.m.)
Statistical Summary
Appendix C-1
Long-Term Ambient Noise Monitoring Results
Friday, September 27, 2024
Starbucks at Stock Ranch - Citrus Heights, California
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Hour Leq Lmax L50 L90
12:00 AM 63 78 54 49
1:00 AM 61 82 50 46 High Low Average High Low Average
2:00 AM 60 86 47 44 Leq (Average) 71 65 69 66 56 63
3:00 AM 56 75 47 44 Lmax (Maximum) 101 81 88 88 75 81
4:00 AM 58 78 49 46 L50 (Median) 66 60 64 60 47 52
5:00 AM 59 80 49 46 L90 (Background) 57 52 55 50 44 47 6:00 AM 63 79 57 50
7:00 AM 65 81 60 52 Computed DNL (dB) 71
8:00 AM 68 87 63 53 % Daytime Energy 87%
9:00 AM 68 88 64 54 % Nighttime Energy 13%
10:00 AM 69 83 65 55
11:00 AM 69 84 66 55
12:00 PM 69 84 66 57
1:00 PM 68 87 65 55
2:00 PM 69 90 65 55
3:00 PM 69 83 65 55
4:00 PM 71 101 65 55
5:00 PM 68 84 65 55
6:00 PM 69 94 65 56
7:00 PM 69 90 65 56
8:00 PM 70 98 63 55
9:00 PM 67 85 62 52
10:00 PM 66 88 60 50
11:00 PM 66 84 56 47
Appendix C-2
Long-Term Ambient Noise Monitoring Results
Starbucks at Stock Ranch - Citrus Heights, California
Saturday, September 28, 2024
Statistical Summary
Daytime (7 a.m. - 10 p.m.) Nighttime (10 p.m. - 7 a.m.) GPS Coordinates 38°41'32.39"N
121°17'51.43"W
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Hour Leq Lmax L50 L90
12:00 AM 63 80 52 45
1:00 AM 61 77 47 42 High Low Average High Low Average
2:00 AM 60 82 44 41 Leq (Average) 70 65 68 65 57 61
3:00 AM 57 77 43 40 Lmax (Maximum) 99 80 89 83 76 79
4:00 AM 57 76 47 42 L50 (Median) 65 59 63 56 43 49
5:00 AM 57 77 46 43 L90 (Background) 56 50 53 49 40 44 6:00 AM 62 83 51 44
7:00 AM 65 84 59 50 Computed DNL (dB) 70
8:00 AM 66 81 61 52 % Daytime Energy 89%
9:00 AM 68 87 64 53 % Nighttime Energy 11%
10:00 AM 69 93 65 55
11:00 AM 68 87 64 54
12:00 PM 68 85 64 53
1:00 PM 69 93 64 54
2:00 PM 68 91 64 53
3:00 PM 70 99 64 54
4:00 PM 70 98 64 52
5:00 PM 69 92 65 54
6:00 PM 68 89 64 55
7:00 PM 68 87 64 56
8:00 PM 68 88 62 53
9:00 PM 67 80 61 52
10:00 PM 65 80 56 49
11:00 PM 62 79 52 47
Appendix C-3
Long-Term Ambient Noise Monitoring Results
Starbucks at Stock Ranch - Citrus Heights, California
Sunday, September 29, 2024
Statistical Summary
Daytime (7 a.m. - 10 p.m.) Nighttime (10 p.m. - 7 a.m.) GPS Coordinates 38°41'32.39"N
121°17'51.43"W
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71 dB
Long-Term Ambient Noise Monitoring Results
Friday, September 27, 2024
Appendix D-1
Starbucks at Stock Ranch - Citrus Heights, California
Computed DNL =
30 40
50 60
70 80
90 100
110
12:00 AM 4:00 AM 8:00 AM 12:00 PM 4:00 PM 8:00 PM 11:00 PM Sound Pressure Level, dBA
Time of Day
Average (Leq) Maximum (Lmax) Median (L50) Background (L90) ITEM 16
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71 dB
Appendix D-2
Long-Term Ambient Noise Monitoring Results
Starbucks at Stock Ranch - Citrus Heights, California
Saturday, September 28, 2024
Computed DNL =
30 40
50 60
70 80
90 100
110
12:00 AM 4:00 AM 8:00 AM 12:00 PM 4:00 PM 8:00 PM 11:00 PM Sound Pressure Level, dBA
Time of Day
Average (Leq) Maximum (Lmax) Median (L50) Background (L90) ITEM 16
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70 dB
Appendix D-3
Long-Term Ambient Noise Monitoring Results
Starbucks at Stock Ranch - Citrus Heights, California
Sunday, September 29, 2024
Computed DNL =
30 40
50 60
70 80
90 100
110
12:00 AM 4:00 AM 8:00 AM 12:00 PM 4:00 PM 8:00 PM 11:00 PM Sound Pressure Level, dBA
Time of Day
Average (Leq) Maximum (Lmax) Median (L50) Background (L90) ITEM 16
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Appendix E-1
Drive-Through Menu Speaker Sound Level Data
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Appendix E-2
Drive-Through Menu Speaker Sound Level Data
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Appendix E-3
Drive-Through Menu Speaker Sound Level Data
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PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
05 N/AScale: Project No.: 103096-001
Perspective

08.01.24 ITEM 16
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PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
06 N/AScale: Project No.: 103096-001
Perspective

08.01.24 ITEM 16
Agenda Packet Page 147

PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
07 1/8"= 1'-0"Scale: Project No.: 103096-001
Exterior Elevations

08.01.24 01 EAST ELEVATION
02 NORTH ELEVATION
ITEM 16
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PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
08 1/8"= 1'-0"Scale: Project No.: 103096-001
Exterior Elevations

08.01.24 04 SOUTH ELEVATION
03 WEST ELEVATION
ITEM 16
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PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
24 Scale: Project No.: 103096-001
Planting Plan

08.01.24 ITEM 16
Agenda Packet Page 150

PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
15 N/AScale: Project No.: 103096-001
Cut Sheet

08.01.24 LIGHT POLE:

Homann ParkHomann Park
19W LED/3000K / Nat paint alu / ASYMMETRIC 3G / No Uplight / Ø60 POLE / Dim 0-10v li / 574792106519W LED/3000K / Nat paint alu / ASYMMETRIC 3G / No Uplight / Ø60 POLE / Dim 0-10v li / 5747921065 The fixture provides direct downward illumination and is self-illuminating. The fixture is available in two variants; an uplight and an NO uplight version. Light distribution round symmetrical or asymmetrical. It emphasizes the shape of the luminaire and creates ambience and comfort.

Alfred HomannAlfred Homann
Alfred Homann grew up in South Zealand, Denmark. In 1976, he graduated as an architect from the Royal Danish Academy of Fine arts in Copenhagen.

Project name:Project name: / / Project type:Project type: / / 11//44 louispoulsen.comlouispoulsen.com
Design to Shape LightDesign to Shape Light
21334
BUG Rating B1 U0 G1B1 U0 G1 Built-in Height --
Class -- CRI 8080
Efficacy 9696 Height 3.83.8
IK class 0808 Inrush Current 51.5 A51.5 A
IP class 6464 Kelvin 30003000
L80B10 (hours) -- L80B50 (hours) --
Length 23.523.5 Light source 19W LED/3000K19W LED/3000K Lumen 18241824 Min. Dim Level (%) 1010
Net Weight 12.97912.979 Power Factor (P = 100 % / P = 50 %) 0.950.95 SDCM 0303 Standby (W) --
Surges 6.0 kV6.0 kV UGR Transversal / Axial 18.2/27.618.2/27.6 Light distribution diagramsLight distribution diagrams
CartesianCartesian IsoluxIsolux PolarPolar BugBug
Data specificationsData specifications
33//44
Homann ParkHomann Park
louispoulsen.comlouispoulsen.com
21334
Product infoProduct info
FinishFinish
Aluminium coloured with textured surface, powder coated.

MaterialsMaterials
Lower diffuser: Injection moulded opal acrylic. Lower glass: Plate of clear polycarbonate. Upper diffuser: Injection moulded opal acrylic. Housing: Die cast aluminium. Base: Die cast aluminium.

MountingMounting
Post top: T-Taper-5IN-2.4IN mounts directly on top of Taper (5IN-2.4IN) poles; T-DRA-5IN-3IN mounts directly on top of dual round aluminum (DRA-5IN-3IN) poles.

Sizes and weightSizes and weight
Width x Height x Length (in.) | 15.4 x 3.8 x 23.5 Max 13.8 lbs ComplianceCompliance
Ingress protection IP66. Electric shock protection I w. ground, II w/o ground. IK09.

Light sourceLight source
19W LED/3000K
InformationInformation
Electrical:

System Wattage: 19W or 40W
LED Wattage: 17 W or 37 W
Delivered lumens: 1,824 - 3,698
Efficacy: 96.0 lm/W - 92.5 lm/W
Certifications:
cULus, Wet Location
Protection class IP65
IK class 09
BUG Rating: B1-U2-G1
Controllability: 0-10V Dimming
Min.-Max. Ambient Temp: -40°C to +55°C
Color Rendering: Ra≥80
Wind Load EPA: 0.6 sq ft
22//44
Homann ParkHomann Park
louispoulsen.comlouispoulsen.com
21334
(E) LIGHT POLE @STOCK RANCH
ITEM 16
Agenda Packet Page 151

PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
16 N/AScale: Project No.: 103096-001
Cut Sheet

08.01.24 RECESSED FLOOR UPLIGHT:

DATE :

CATALOG NUMBER LOGIC:

PROJECT: TYPE:

THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN. 559.438.5800 | [email protected] | BKLIGHTING.COMMADE IN THE USA

DENALI - RECESSED UPLIGHT SURFACE LED (REMOTE DRIVER)

CATALOG NUMBER LOGIC
Example: UL - S - DE - LED - e65 - SP - A9 - BLW - 12 - 11

MATERIAL
(Blank) - Aluminum B - Brass S - Stainless Steel SERIES
UL - Recessed Uplight

INSTALLATION
S - Surface

FIXTURE
DE - Denali Series
SOURCE
LED - Chip on Board Technology

LED TYPE
x58 - 12W/2700K/80CRI x62 - 20W/3000K/80CRI x66 - 27W/4000K/80CRI x59 - 12W/3000K/80CRI x63- 20W/4000K/80CRI x67 - 27W/2700K/90CRI x60 - 12W/4000K/80CRI x64 - 27W/2700K/80CRI x68 - 27W/3000K/90CRI x61 - 20W/2700K/80CRI x65 - 27W/3000K/80CRI x69 - 27W/3500K/80CRI OPTICS
SP - Spot (15°) FL - Flood (35°) WFL - Wide Flood (60°) FINISH (See page 2 for full-color swatches)
Standard Finishes (BZP, BZW, BLP, BLW, WHP, WHW, SAP, VER) Premium Finish (ABP, AMG, AQW, BCM, BGE, BPP, CAP, CMG, CRI, CRM, HUG, MDS, NBP, OCP,

RMG, SDS, SMG, TXF, WCP, WIR)
Also available in RAL Finishes
Brass Finishes (MAC, POL, MIT)
Stainless Steel Finishes (MAC, POL)

LENS TYPE
9 - Clear (Standard)
10 - Spread 12 - Soft Focus 13 - Rectilinear

SHIELDING
11 - Honeycomb Baffle
IP66 RATED
09/01/2020 SKU-1177
SUB-2323-00
22297
DAT E : PROJECT: TYPE:

Granite (CMG)
Black Chrome
(BCM)
Cracked Ice
(CRI)
Weathered Iron
(WIR)
Rocky Mtn.

Granite (RMG)
Beige (BGE)
Mojave Desert
Sandstone (MDS)
Clear Anodized
Powder (CAP)
Sierra Mtn
Granite (SMG)
Weathered
Copper (WCP)
Antique Brass
Powder (ABP)
Cream
(CRM)
Aleutian Mtn
Granite (AMG)
Old Copper
(OCP)
Brown Patina
Powder (BPP)
Antique White
(AQW)
Textured Forest
(TXF)
Hunter Green
(HUG)
Sonoran Desert
Sandstone (SDS)
Natural Brass
Powder (NBP)

STANDARD FINISHES PREMIUM FINISHES
Click Here to view larger, full-color swatches of all
available finishes on our website.

DENALI - RECESSED UPLIGHT SURFACE LED (REMOTE DRIVER) IP66 RATED 4" O.C.
(102mm)
5 1/2" Dia.
(140mm)
2 13/16" Dia.
(71mm)
1 3/4"
(44mm)
11 1/8"
(282mm)
Stability
Flange
4 1/2" Dia.
(114mm)
1/8"
(3mm) IN-GRADE
09/01/2020 SKU-1177
SUB-2323-00
22297
DATE : PROJECT: TYPE:

Accessories (Configure separately)

SPECIFICATIONS
THIS DOCUMENT CONTAINS PROPRIETARY INFORMATION OF B-K LIGHTING, INC. AND ITS RECEIPT OR POSSESSION DOES NOT CONVEY ANY RIGHTS TO REPRODUCE, DISCLOSE ITS CONTENTS, OR TO MANUFACTURE, USE OR SELL ANYTHING IT MAY DESCRIBE. REPRODUCTION, DISCLOSURE OR USE WITHOUT SPECIFIC WRITTEN AUTHORIZATION OF B-K LIGHTING, INC. IS STRICTLY FORBIDDEN. 559.438.5800 | [email protected] | BKLIGHTING.COMMADE IN THE USA

ELECTRICAL

PHYSICAL
WAT TAGE 12W, 20W, or 27W LED
WIRING Anti-Wicking Connector prevents “wicking” through conductor insulation. Red/Black Stranded, direct burial wire, PVC, 18/2GA, 30V, 60°C.

REMOTE DRIVER For use with remote LED driver. See remote driver submittal to determine remote distance and wiring requirements prior to detailing field installation of any remote wiring.

MATERIALS Furnished in copper-free aluminum (6061-T6), brass (360) or stainless steel (304).

BODY Unibody design is fully machined from solid billet and provides enclosed, water-proof wireway and integral heat sink for maximum component life. High temperature, silicone ‘O’ Ring provides water-tight seal.

Provided with hardcoat (Type III) black anodize finish for maximum corrosion resistance. Weather-tight cable connector with 5’0, ” 18Ga., 2 wire low voltage cable.

HOUSING Fixture provided with 4-1/2” dia., schedule 80 PVC housing for direct burial into soil or concrete. 7.5” dia., molded stability flange projects into substrate to simplify installation and reinforce housing stability.

FACEPLATE Fully machined from solid billet. Countersunk holes provide for flush hardware mounting. Accommodates two (2) lens or louver media.

LENS Shock-resistant, tempered glass lens is factory adhered to fixture cap and provides hermetically sealed optical compartment.

LED Integrated solid state system and modular design with electrical quick disconnects is scalable for field upgrade and maintenance. LM-80 certified. Title 24, JA8 compliant. Minimum 50,000 hour rated life at 70% of initial lumens (L70). LED technology provides long life, significant energy reduction and exceptional thermal management.

COLOR MANAGEMENT Corrected cold phosphor technology delivers near-perfect natural white light. Long term phosphor maintenance over product life. Exact color point conformity exceeds ANSI C78.377 standard. Provides uniform beam with no color variation over angle. Module exceeds 80 CRI (RA>80, R9>16).

INSTALLATION Flush mount features integral concrete pour collar (CPC). Faceplate is suitable for walk-over and drive-over applications to 35,000 lbs. GVW. Surface Mount features fully machined copper-free aluminum installation collar.

OPTICS Interchangeable, color-coded OPTIKIT modules permit field changes to optical distribution.

HARDWARE Tamper-resistant, stainless steel hardware. Faceplate screws are black oxide treated for additional corrosion resistance.

FINISH StarGuard, our 15-stage chromate-free process cleans and conversion coats aluminum components prior to application of Class ‘A’ TGIC polyester powder coating and is RoHS compliant. Powder coat or metal finish options available for brass material and metal finish option only for stainless steel material.

WARRANTY 5-year limited warranty.

CERTIFICATION & LISTING UL tested to IESNA LM-79. UL Listed. Certified to CAN/CSA/ ANSI Standards. RoHS compliant. Title 24, JA8 compliant. Suitable for indoor or outdoor use, in wet locations, and for installation within 4’ of the ground. IP66 Rated. Made in USA with sustainable processes.

HP2RMHP2RM PM2DRM & PM2RMPM2DRM & PM2RM DRM & RMDRM & RM 09/01/2020 SKU-1177
SUB-2323-00
DENALI - RECESSED UPLIGHT SURFACE LED (REMOTE DRIVER) IP66 RATED 22297
ITEM 16
Agenda Packet Page 152

PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
17 N/AScale: Project No.: 103096-001
Cut Sheet

08.01.24 RECESSED AWNING CAN LIGHT:

Trim
Trimless
AlphabetLighting.comAlphabet by Ledra Brands, Inc. 88 Maxwell Irvine, CA 92618
PH: 714.259.9959
FAX: 714.259.9969
In a contin ing e ort to o er the best prod ct possible we reserve the right to change, witho t notice, speci cations or materials that in o r opinion will not alter the nction o the prod ct. v.12.21.20 Page 1 of 3EcoNU3RD SERIES NU3
TYPE RD round downlight
RDT round downlight trimless
LED SW static white

DELIVERED
LUMENS
07LM 600 lm
10LM 775 lm
13LM 930 lm
15LM 1200 lm
20LM 1430 lm
25LM 1600 lm
27LM 1885 lm
Calculated Delivered Lumens Delivered Lumen alue x CC Multiplier x Re ector Multiplier tandard Con guration: 3000 80CRI H65
CCT
22K 2200
27K 2700
30K 3000
35K 3500
40K 4000
50K 5000
CRI 80 80 CRI
901 90 CRI

REFLECTOR
& LM MULTIPLIER
HE40 40 high ef ciency diffused lens 0.87
HE50 50 high ef ciency diffused lens 0.91
HE70 70 high ef ciency diffused lens 0.94
D45 45 diffused with clear lens 0.89
D60 60 diffused with clear lens 0.91
WH65 65 brilliant white with clear lens 1.00
NO LENS OPTION NL3 no lens
ACCESSORIES HCL9 honeycomb louver

VOLTAGE
120 120V
UNV 120V-277V
3478 347V

DIMMING
10V7 0-10V 1% dimming standard
DIM104 eldoLED ic er free 0-10V dimming to 1%
DIM10Z4 eldoLED ic er free 0-10V dimming to 0%
DALI4 eldoLED ic er free DALI dimming to 1%
DALIZ4 eldoLED ic er free DALI dimming to 0%
LUT6 Lutron Hi-lume Eco ystem dimming to 1%,
oft-on Fade-to-Blac
LUTP6 Lutron Hi-lume Premier Eco ystem dimming to 0.1%, oft-on Fade-to-Blac
ELV5,10 leading trailing edge riac ELV dimming to 10% ELV15,10 leading trailing edge riac ELV dimming to 1%

MOUNTING

OPTIONS
NC new construction with ceiling tting plate
IC2 insulation contact housing
ICAT2 insulation contact airtight housing
CP2 chicago plenum housing
RET retro t, no ceiling tting plate
TRIM
COLOR
BK blac
WH white
MC matte chrome
WT wheat
BZ bronze
Not applicable to trimless option. Do not include in trimless ordering code.

BEZEL
COLOR
BK blac
WH white
MC matte chrome
WT wheat
BZ bronze

ELECTRICAL

OPTIONS
EM7 emergency battery bac up, 90 minutes at 7 watts to LED EM12 emergency battery bac up, 90 minutes at 12 watts to LED Follow the steps to specify your xture, example:

NU3 - RD - SW - 20LM - 35K - 90 - HE40 - 120 - DIM10 - NC - WH - WH - EM7

JOB NAME

ORDERING CODE

CONTACT

ORDERING CODE
CCT 2200K 2700K 3000K 3500K 4000K 5000K
CRI 80+ 90+ 80+ 90+ 80+ 90+ 80+ 90+ 80+ 90+ 80+ 90+

CC MUL IPLIER F R

LUMEN U PU

0.85 N A 0.96 0.81 1.00 0.84 1.01 0.85 1.03 0.87 1.04 NA NU3"
Round Downlight
E C O
Power Factor 0.9

ORDERING CODE

MOUNTING

DIMENSIONS

CEILING

THICKNESS

CEILING
CUTOUT
Trim 1 8 to 1-1 4 3-3 8 diameter
Trimless 3 8 to 1-3 4 3-1 2 diameter
The EcoNU3RD is an economical and highly ef cient spec grade 3 recessed downlight with thoughtful construction and pleasing aesthetics. ffered standard with premium dimming using EldoLED 1% ic er free drivers 120V-277V universal voltage. Also offered 347V. everal beam angles available, plus an optional high-ef ciency BrightView diffused lens for smooth light distribution and obscured LED image.

For the trim version, a minimalistic loo is achieved with an ultrathin 1 16 trim that is only 5 16 wide. Color choices of both trim and bezel are offered for a customized loo . For the trimless version, a perforated, mud up, regressed trim assembly provides for clean, trim free installation. Perforated mud frame s integrated lip helps guide the joint compound creating a sharp and clean opening. - ETLus Listed to UL1598, cETL Listed to C A C22.2 250.0 - IP65 with lens - uitable for wet locations with lens - uitable for damp locations without lens - Non-conductive, Lexan dead-front construction
- Made in the U A - meets the re uirements of the Buy American provision within the ARRA Electrocoated 16-gauge cold-rolled steel provides enhanced structural reinforcement and rust prevention. uperior, UL-certi ed, injection-molded commercial-grade Lexan PC is used for the frame and regressed bezel trim. Lexan provides unmatched durability and impact resistance, and is tested for UV resistance and water exposure in outdoor applications. The thermally-advanced, anodized heat sin uses 6063 aluminum alloy. et location rated is offered standard. A 90-minute constant-power I TA emergency battery bac up is available.

An advanced mounting system allows for uic and secure installation with LED and driver serviceability from below the ceiling. The LED assembly uses die-cast aluminum mounting clamp grips MC that swing out to tighten onto variable ceiling thic nesses. Integrated rubber feet on each MC provide a non-slip vibration-resistant installation. The hidden MC system is accessible from below ceiling by removing the snap-in lens bezel assembly with either the included suction cup or a screwdriver blade.

Integrated bar hangers feature integral toothed nails, T-bar mounting slots with loc ing holes, tabs for joist positioning. Retro t mounting option allows for installation from below ceiling by use of compact driver box. No ris damaging LED or bezel assembly during installation, these are installed during last steps.

Fixture and driver are easily removed for servicing after install without damaging drywall. - 90 CRI: DCM 2-step MacAdam Ellipse, Lumen Maintenance: L70 49,500 hrs - 80 CRI: DCM 3-step MacAdam Ellipse, Lumen Maintenance: L70 49,500 hrs

DESCRIPTION

HOUSING

MOUNTING

LISTINGS

LED INFO

RATINGS / CERTIFICATIONS NC RET IC ICAT CP
Type non-IC
Type IC
Chicago Plenum CCEA
Suitable for air handling plenums
Reduced air ow with lens ASTM E283
New Construction
Bar Hangers included
Mounting Length:
14-3 4 to 26
Extension it p n: 20266
ordered separately,
1 per xture
Extends a pair of Bar Hangers
Total Mounting Length:
29 to 48
NOTES

1. 90 CRI not available in 2200K or 5000K.

2. IC/ICAT/CP not available in 20LM or 27LM.

3. "No lens" option available for D45, D60, or WH65 and is damp location rated.

4. Driver uses logarithmic dimming curve as standard. For linear dimming curve add "LIN" after dimming code, i.e. DIM10LIN.

5. Triac/ELV dimming available in 120V only.

6. LUT/LUTP not available in 25LM or 27LM.

7. 10V dimming not available in 07LM and 10LM.

8. Triac and ELV dimming are not available.

9. 10. ELV/ELV1 not available in 07LM.

SW (LED) POWER
DELIVERED LM W (80/90 CRI)
600 7
755 9
930 11
1200 13
1430 17
1600 21
1885 23
DID 22248 & 22249
Starbucks Lighting T: 760.477.1244
www.csillumination.com
CS Type SB
NU3
RD
RDT
round downlight
round downlight trimless
10LM
13LM
15LM
775 lm
930 lm
1200 lm
27K
30K
35K
2700
3000
3500
80 90901
80 CRI
90 CRI
HE40
HE50
HE70
40 high ef high ef ciency diffused lens 0.87
50 high ef high ef high ef ciency diffused lens 0.91
70 high ef high ef ciency diffused lens 0.94
120
UNV
3478
120V
120V-277V
347V
10V
DIM104
DIM10Z
0-10V 1% dimming standard
eldoLED ic er free 0-10V dimming to 1%
eldoLED ic er free 0-10V dimming to 0%
NC
IC2
new construction with ceiling tting plate
insulation contact housing
BK blac
WH
MC
BK
WH white
matte chrome
blac
white
BK blacBK
WH
MC
blac
white
matte chrome
AlphabetLighting.comAlphabet by Ledra Brands, Inc. 88 Maxwell Irvine, CA 92618
PH: 714.259.9959
FAX: 714.259.9969
In a continuing effort to offer the best product possible we reserve the right to change, without notice, speci cations or materials that in our opinion will not alter the function of the product. v.12.21.20 Page 2 of 3EcoNU3RD

MOUNTING OPTIONS

NC - NEW CONSTRUCTION

4. Install bezel.

2. Insert protective cover (included).

Apply joint compound over the mud frame.

3. Install LED assembly.

1. Fasten mud frame to ceiling.

TRIM

TRIMLESS
Starbucks Lighting T: 760.477.1244
www.csillumination.com
CS Type SB
AlphabetLighting.comAlphabet by Ledra Brands, Inc. 88 Maxwell Irvine, CA 92618
PH: 714.259.9959
FAX: 714.259.9969
In a continuing effort to offer the best product possible we reserve the right to change, without notice, speci cations or materials that in our opinion will not alter the function of the product. v.12.21.20 Page 3 of 3EcoNU3RD

IC - INSULATION CONTACT HOUSING

CP - CHICAGO PLENUM

ICAT - INSULATION CONTACT / AIR TIGHT

RET - RETROFIT

TRIM/TRIMLESS

MOUNTING OPTIONS (CONTINUED)
Starbucks Lighting T: 760.477.1244
www.csillumination.com
CS Type SB
ITEM 16
Agenda Packet Page 153

PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
18 N/AScale: Project No.: 103096-001
Cut Sheet

08.01.24 SECURITY LIGHT:

STUDIO Three Twenty One
Architectural Lighting Design
Optional Back Box (BBW)
Height: 4”
(10.2 cm)
Width: 5-1/2”
(14.0 cm)
Depth: 1-1/2”
(3.8 cm)
5-1/2
4 1-1/2
WALL SCONCE BBW (Back Box Wall) MOUNTING
H
W
5-1/2
4 1-1/2
WALL SCONCE BBW (Back Box Wall) MOUNTING
DFor 3/4” NPT
side-entry
conduit
One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved.

WST -LED
Rev. 09/06/19

COMMERCIAL OUTDOOR

WST LED
Architectural Wall Sconce
Luminaire
Catalog
Number
Notes
Type
Height: 8-1/2”
(21.59 cm)
Width: 17”
(43.18 cm)
Depth: 10-3/16”
(25.9 cm)
Weight: 20 lbs
(9.1 kg)
Hit the Tab key or mouse over the page to see all interactive elements.

Optional Back Box (PBBW)
Height: 8.49”
(21.56 cm)
Width: 17.01”
(43.21 cm)
Depth: 1.70”
(4.32 cm)
Speciﬁcations

4.45 3.0
DFOR 3/4" NPT

SIDE-ENTRY
H
W
FOR 1/4"

MOUNTING
BOLTS
H
Capable Luminaire
This item is an A+ capable luminaire, which has been
designed and tested to provide consistent color
appearance and system-level interoperability.
• All conﬁgurations of this luminaire meet the Acuity
Brands’ speciﬁcation for chromatic consistency
• This luminaire is A+ Certiﬁed when ordered with
DTL
® controls marked by a shaded background. DTL
DLL equipped luminaires meet the A+ speciﬁcation
for luminaire to photocontrol interoperability1
• This luminaire is part of an A+ Certiﬁed solution
for ROAM® or XPoint™ Wireless control networks,
providing out-of-the-box control compatibility
with simple commissioning, when ordered with
drivers and control options marked by a shaded
background
1 To learn more about A+,
visit www.acuitybrands.com/aplus.

See ordering tree for details.

A+ Certiﬁed Solutions for ROAM require the order of
one ROAM node per luminaire. Sold Separately: Link
to Roam; Link to DTL DLL
SG (OPT 01)
Section 26 51 00 - Appendix A | Page 26 51 00 A - 115 21223-21234
21223 LED SECURITY LIGHT WST - SILVER - 1500LM FORWARD
21224 LED SECURITY LIGHT WST - SILVER - 1500LM WIDE
21225 LED SECURITY LIGHT WST - SILVER - 3000LM FORWARD
21226 LED SECURITY LIGHT WST - SILVER - 3000LM WIDE
21227 LED SECURITY LIGHT WST - BLACK - 1500LM FORWARD
21228 LED SECURITY LIGHT WST - BLACK - 1500LM WIDE
21229 LED SECURITY LIGHT WST - BLACK - 3000LM FORWARD
21230 LED SECURITY LIGHT WST - BLACK - 3000LM WIDE
21231 LED SECURITY LIGHT WST - DARK BRONZE - 1500LM FORWARD 21232 LED SECURITY LIGHT WST - DARK BRONZE - 1500LM WIDE 21233 LED SECURITY LIGHT WST - DARK BRONZE - 3000LM FORWARD 21234 LED SECURITY LIGHT WST - DARK BRONZE - 3000LM WIDE STUDIO Three Twenty One
Architectural Lighting Design
The emergency battery backup is integral to the luminaire — no external housing required! This design provides reliable emergency operation while maintaining the aesthetics of the product.

All emergency backup conﬁgurations include an independent secondary driver with an integral relay to immediately detect AC power loss, meeting interpretations of NFPA 70/NEC 2008 - 700.16 The emergency battery will power the luminaire for a minimum duration of 90 minutes (maximum duration of three hours) from the time supply power is lost, per International Building Code Section 1006 and NFPA 101 Life Safety Code Section 7.9, provided luminaires are mounted at an appropriate height and illuminate an open space with no major obstructions.

The examples below show illuminance of 1 fc average and 0.1 fc minimum of the P1 power package and VF distribution product in emergency mode.10' x 10' Gridlines 8' and 12' Mounting Height
Emergency Battery Operation
8' MH 12' MH
NOTES
1 MVOLT driver operates on any line voltage from 120-277V (50/60 Hz).
2 Single fuse (SF) requires 120V, 277V or 347V. Double fuse (DF) requires 208V, 240V or 480V.
3 Also available as a separate accessory; see accessories information. 4 Top conduit entry standard.
5 Not available with VG or WG. See PER Table.
6 Reference Motion Sensor table.
7 Need to specify 120, 208, 240 or 277 voltage.
8 Photocell ordered and shipped as a separate line item from Acuity Brands Controls. Shorting Cap included.
9 Not available with Emergency options, PE or PER options. 10 DMG option not available with standalone or networked sensors/ controls.
11 Not available with 347/480V.
12 Battery pack rated for -20° to 40°C.
13 Comes with PBBW.
14 Warranty period is 3-years.
15 Not available with BBW.
16 Must order with ﬁxture; not an accessory.

A+ Capable options indicated
by this color background.

Accessories
Ordered and shipped separately.

WSTVCPBBW DDBXD U Premium Surface - mounted back box
WSBBW DDBTXD U Surface - mounted back box
RBPW DDBXD U Retrofit back plate

WST LED
Series Performance Package Color temperature Distribution Voltage Mounting WST LED P1 1,500 Lumen package
P2 3,000 Lumen package
P3 6,000 Lumen package
27K 2700 K
30K 3000 K
40K 4000 K
50K 5000 K
VF Visual comfort forward throw
VW Visual comfort wide
MVOLT1
1202
2082
2402
2772
347 2
480 2
Shipped included
(blank) Surface mounting bracket
Shipped separately
BBW Surface-mounted back box3
PBBW Premium surface-mounted back box3,4
Options Finish (required)
NLTAIR2 PIR nLIGHT AIR Wireless enabled motion/ambient sensor for 8'-15' mounting heights 5,6 NLTAIR2 PIRH nLIGHT AIR Wireless enabled motion/ambient sensor for 15'-30' mounting heights 5,6 PE Photoelectric cell, button type 7
PER NEMA twist-lock receptacle only (controls ordered separate) 8 PER5 Five-wire receptacle only (controls ordered separate) 8 PER7 Seven-wire receptacle only (controls ordered separate) 8 PIR Motion/Ambient Light Sensor, 8-15' mounting height 5,6 PIR1FC3V Motion/ambient sensor, 8-15' mounting height, ambient sensor enabled at 1fc 5,6 PIRH 180° motion/ambient light sensor, 15-30' mounting height 5,6 PIRH1FC3V Motion/ambient sensor, 15-30' mounting height, ambient sensor enabled at 1fc 5,6 SF Single fuse (120, 277, 347V)2
DF Double fuse (208, 240, 480V) 2
DS Dual switching 9
DMG 0-10V dimming extend out back of housing for external control (control ordered separate)10
E7WH Emergency battery backup, Non CEC compliant (7W) 11 E7WC Emergency battery backup, CA Title 20 Noncompliant (cold, 7W)
11,12
E7WHR Remote emergency battery backup, CA Title 20
Noncompliant (remote 7W)
11,13
E20WH Emergency battery pack 18W constant power,
Certiﬁed in CA Title 20 MAEDBS
11 E20WC Emergency battery pack -20°C 18W constant power, Certiﬁed in CA Title 20 MAEDBS
11,12
E23WHR Remote emergency battery backup, CA Title 20
Noncompliant (remote 20W)
11,12,14
LCE Left side conduit entry 15
RCE Right side conduit entry 15
Shipped separately
RBPW Retroﬁt back plate3
VG Vandal guard15
WG Wire guard15
DDBXD Dark bronze
DBLXD Black
DNAXD Natural aluminum
DWHXD White
DSSXD Sandstone
DDBTXD Textured dark bronze
DBLBXD Textured black
DNATXD Textured natural aluminum
DWHGXD Textured white
DSSTXD Textured sandstone
One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved.

WST -LED
Rev. 09/06/19

COMMERCIAL OUTDOOR
WST LED P1 27K VF MVOLT E7WH WST LED P2 40K VF MVOLT E20WH 8' MH 12' MH
Ordering Information EXAMPLE: WST LED P1 40K VF MVOLT DDBTXD SG (OPT 01)
Section 26 51 00 - Appendix A | Page 26 51 00 A - 116 21223-21234
STUDIO Three Twenty One
Architectural Lighting Design
Lumen values are from photometric tests performed in accordance with IESNA LM-79-08. Data is considered to be representative of the conﬁgurations shown, within the tolerances allowed by Lighting Facts.

Performance
Package
System
Watts
(MVOLT1)
Dist.

Type
27K
(2700K, 70 CRI)
30K
(3000K, 70 CRI)
40K
(4000K, 70 CRI)
50K
(5000K, 70 CRI)
Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW Lumens B U G LPW P1 12W VF 1,494 0 0 0 125 1,529 0 0 0 127 1,639 0 0 0 137 1,639 0 0 0 137 VW 1,513 0 0 0 126 1,548 0 0 0 129 1,659 0 0 0 138 1,660 0 0 0 138 P2 25W VF 3,163 1 0 1 127 3,237 1 0 1 129 3,469 1 0 1 139 3,468 1 0 1 139 VW 3,201 1 0 0 128 3,276 1 0 0 131 3,512 1 0 0 140 3,512 1 0 0 140 P3 50W VF 6,025 1 0 1 121 6,165 1 0 1 123 6,609 1 0 1 132 6,607 1 0 1 132 VW 6,098 1 0 1 122 6,240 1 0 1 125 6,689 1 0 1 134 6,691 1 0 1 134 One Lithonia Way • Conyers, Georgia 30012 • Phone: 800-705-SERV (7378) • www.lithonia.com © 2011-2019 Acuity Brands Lighting, Inc. All rights reserved.

WST -LED
Rev. 09/06/19

COMMERCIAL OUTDOOR
Performance Data
Lumen Output
Use these factors to determine relative lumen output for average ambient temperatures from 0-40°C (32-104°F).

Lumen Ambient Temperature (LAT) Multipliers
Ambient Lumen Multiplier
0°C 32°F 1.03
10°C 50°F 1.02
20°C 68°F 1.01
25°C 77°F 1.00
30°C 86°F 0.99
40°C 104°F 0.98
Projected LED Lumen Maintenance
Values calculated according to IESNA TM-21-11 methodology and valid up to 40°C.

Operating Hours 0 25,000 50,000 100,000
Lumen Maintenance
Factor 1.0 >0.95 >0.92 >0.87
Current (A)
Performance
package
System
Watts 120 208 240 277 347 480
P1
11 0.1 0.06 0.05 0.04 --- ---
14 --- --- --- --- 0.04 0.03
P1 DS 14 0.12 0.07 0.06 0.06 --- ---
P2
25 0.21 0.13 0.11 0.1 --- ---
30 --- --- --- --- 0.09 0.06
P2 DS 25 0.21 0.13 0.11 0.1 --- ---
P3
50 0.42 0.24 0.21 0.19 --- ---
56 --- --- --- --- 0.16 0.12
P3 DS 52 0.43 0.26 0.23 0.21 --- ---
Electrical Load
Control PER
(3 wire)
PER5 (5 wire) PER7 (7 wire)
Wire 4/Wire5 Wire 4/Wire5 Wire 6/Wire7
Photocontrol Only (On/Off)
Wired to dimming leads on driver
Wired to dimming leads on
driver Wires Capped inside fixture
ROAM
Wired to dimming leads on driver
Wired to dimming leads on
driver Wires Capped inside fixture
ROAM with Motion
Wired to dimming leads on driver
Wired to dimming leads on
driver Wires Capped inside fixture
Futureproof*
Wired to dimming leads on driver
Wired to dimming leads on
driver Wires Capped inside fixture
Futureproof* with Motion
Wired to dimming leads on driver
Wired to dimming leads on
driver Wires Capped inside fixture
Recommended
Will not work
Alternate
*Futureproof means: Ability to change controls in the future.

Motion Sensor Default Settings
Option Dimmed State High Level
(when triggered)
Photocell
Operation
Ramp-up
Time Dwell Time Ramp-down
Time
*PIR or PIRH 3V (37%) Output 10V (100%) Output Enabled @ 5FC 3 sec 5 min 5 min PIR1FC3V or PIRH1FC3V 3V (37%) Output 10V (100%) Output Enabled @ 1FC 3 sec 5 min 5 min *for use with site wide Dusk to Dawn control
PER Table
To see complete photometric reports or download .ies ﬁles for this product, visit Lithonia Lighting’s WST LED homepage.

WST -LED
Rev. 09/06/19

COMMERCIAL OUTDOOR
0 0
1 1 22 33 44
-1
-2
-3
-4
1 2
3 40
0 1 1 22 33 44
-1
-2
-3
-4
1 2
3 4
Photometric Diagrams

FEATURES & SPECIFICATIONS

INTENDED USE
The cl
assic architectural shape of the WST LED was designed for applications such as hospitals, schools, malls, restaurants, and commercial buildings. The long life LEDs and driver make this luminaire nearly maintenance-free.

CONSTRUCTION
The single-piece die-cast aluminum housing integrates secondary heat sinks to optimize thermal transfer from the internal light engine heat sinks and promote long life. The driver is mounted in direct contact with the casting for a low operating temperature and long life. The die-cast door frame is fully gasketed with a one-piece solid silicone gasket to keep out moisture and dust, providing an IP65 rating for the luminaire.

FINISH
Exterior parts are protected by a zinc-infused Super Durable TGIC thermoset powder coat ﬁnish that provides superior resistance to corrosion and weathering. A tightly controlled multi-stage process ensures a minimum 3 mils thickness for a ﬁnish that can withstand extreme climate changes without cracking or peeling. Standard Super Durable colors include dark bronze, black, natural aluminum, sandstone and white. Available in textured and non-textured ﬁnishes.

OPTICS
Well crafted reﬂector optics allow the light engine to be recessed within the luminaire, providing visual comfort, superior distribution, uniformity, and spacing in wall-mount applications. The WST LED has zero uplight and qualiﬁes as a Nighttime Friendly™ product, meaning it is consistent with the LEED
® and Green Globes™ criteria for eliminating wasteful uplight.

ELECTRICAL
Light engine(s) consist of 98 high-efﬁcacy LEDs mounted to a metal core circuit board and integral aluminum heat sinks to maximize heat dissipation and promote long life (100,000 hrs at 40°C, L87). Class 2 electronic driver has a power factor >90%, THD <20%. Easily- serviceable surge protection device meets a minimum Category B (per ANSI/IEEE C62.41.2).

INSTALLATION
A universal mounting plate with integral mounting support arms allows the ﬁxture to hinge down for easy access while making wiring connections.

LISTINGS
CSA certiﬁed to U.S. and Canadian standards. Luminaire is IP65 rated. PIR and back box options are rated for wet location. Rated for -30°C to 40°C ambient.

DesignLights Consortium
® (DLC) Premium qualiﬁed product. Not all versions of this product may be DLC Premium qualiﬁed. Please check the DLC Qualiﬁed Products List at www.designlights.org/QPL to conﬁrm which versions are qualiﬁed.

WARRANTY
5-year limited warranty. Complete warranty terms located at:
www.acuitybrands.com/resources/terms-and-conditions
Note: Actual performance may differ as a result of end-user environment and application.

All values are design or typical values, measured under laboratory conditions at 25 °C.

Speciﬁcations subject to change without notice.

I
sofootcandle plots for the WST LED P3 40K VF and VW. Distances are in units of mounting height (10’).

LEGEND

0.1 fc

0.5 fc

1.0 fc

5.0 fc
Test No. 30965P32 tested in accordance with
IESNA LM-79-08.
4 3
2 1
0 -4
-3
-2
-1
4 3 2 1 0 4 3 2 1
VF
Test No. 31115P32 tested in accordance with
IESNA LM-79-08.
4 3
2 1
0 -4
-3
-2
-1
4 3 2 1 0 4 3 2 1
VW
Distribution overlay comparison to 175W metal halide.

LEGEND
WST
LED,

0.5 fc
WST
HID,

0.5 fc
10’ W Sidewalk
LLDs:

WST HID = 0.72
WST LED = 0.95
WST LED P3 40K VF ,
WST 175M FT Probe, 12’ Mounting Ht
WST HID:
213W
WST LED:
50W
SG (OPT 01)
Section 26 51 00 - Appendix A | Page 26 51 00 A - 117 21223-21234
ITEM 16
Agenda Packet Page 154

PLANNING PACKAGE

AUBURN & STOCK RANCH
6970 AUBURN BLVD.

CITRUS HEIGHTS, CA 95621
19 Scale: Project No.: 103096-001
Site Photometrics

08.01.24 Scale:
# Date Comments
Revisions
Checked By:

Date:7/26/2024

Page 1 of 1 ends

Drawn By: Amber Becerra
Starbucks - Site
Auburn & Stock Ranch
Luminaire Schedule
Symbol Qty Label Arrangement LLF
Calculation Summary
Luminaire
Lumens
Luminaire
Label CalcType Units Avg Max Min
Watts
Total
Watts
Avg/Min Max/Min
CalcPts_1 Illuminance Fc 0.20 2 0 N.A. N.A.
8 22305 Single 1.000 1824 19 152
4 21301 Single 1.000 686 9.59 38.36

MOP MOP MOP MOP MOP
1918
1716
1415
1312
10 119876543
2 1
(N) STARBUCKS GROSS
AREA: +/- 2,340 SQFT.
4' - 9"
DT LINEAR FEET = 409'-0"
12' - 0"
1 2
2 2
3 S 23105L 22305
S 23119
S 23117
S 23571 S 23113
S 23123
S 22543
S 22546
S 14103
S 22540
S 22542
S 14103
(9)
S 10042 (2) S 19388 (5)
S 23115
S 23074
4 5
D 23130 49
3 6
(4)
S 14103
35S X0001
10 1514
16 17
17 18
19 20
21 22
24 23
35 23
2526
22 22
27 28
28 29
33 (2) 12
12 13
12 12
36 12
17 26' - 7"
7 7
23 8' - 5"9' - 0"
19' - 0"
4' - 0"
7' - 0"
37 38
5 5
9' - 0"
(2)
S 14103 (3)
S 23575 39
(2)
19' - 0"
40 40 41
8 42
40 43
43 43 43
43 43
44 4444
44 44
44 44
44 44
30 11
45 44 3431
L 21301
46 7
23' - 2"
____
A002
01 ____
A002
02 ____
A002
03 5' - 0"
5' ROAD R/W PER 93 P.M. 19
12' - 5"
12'- 5'' P.U.E. PER 93 P.M. 19
15' - 0"
15'- 0'' PEDESTRIAN EASTMENT PER 317 B.M. 2
17' - 5"
17'- 5'' P.U.E. PER 317 B.M. 2
25' - 0"
25'- 0'' LANDSCAPE EASTMENT PER 317 B.M. 2
00 0 0 0 0 0 0 0
0 00 1 1 1 1 1 1 0 0 00
1 0
0 0 0 1 1 1 1 1
0 2
0 1 0 0 0
0 0 0 0 0
1 0
0 2 1 1 0 0
0 0 0
2 0
1 0 0 0 0 0 0 0 0
0 0
1 1
0 0 0 0 0 0 1 1 210 1 0 0 0 0 0 1 1 11
10 0 0 0 0 0 0 0
0 10 1 1 1 1 1 1 1 1 1100 0 0 0 0 0 0 0 0 00 00 1 1 1 1 1 0 0 10 0 1
1 1 1 1 0 0 0 01 00 0 0 0 0 0 1 1 1 100
0 0 0 0
0 0 0 0 0 10
1 0 0 0 0 0 0 0 0 00
00 0 0 1 1 2 2 2
1 10 0 0 0 0 0 0 0 0 010
0 1 1 1 1 1 0 0
0 00 00 0 0 0 0 0 0 0 10
0 0
0 0 0 0 0 0 0 00 00 0 0 0 0 1 1 1 1 10
0 0
2 2 1 1 0 0 0 0
0 01 0 0 1 1 1 1 1 0 00
11 1 0 0 0 0 0 0
1 11 2 2 2 1 1 0 0
0 0
100 1 1 2 2 2 1 0 0 20 20 0 0 0 0 0 0 1
0 0
20 0 0 0 0 0 0 0 00 10 2 1 1 0 0 0 0 0 010
0 0 0 0 0 0 0 0 0 000 0 0 1 1 2 2 2 1 10
0 1 1 2 2 1 1 0 00 01
0 0 0 0 0 0 0 0 0
00 0
0 0 0 0 0 1 1 1 00 00 0 0 1 1 1 1 1
0 1
0 0 1 1 1 1 1 0 0 01
0 1
0 0 0 0 0 0 0 0 0
00 0
0 0 0 0 0 0 0 0 100 0 0 0 1 1 1 1 1 10
0 1 1 2 2 1 1 0 0
0 00
0 0 0 0 0 0 0 0 0
010 0 0 0 1 1 2 2 2 11 00 0 0 0 1 1 1 0
0 1
0 0 1 1 2 2 2 1 0 00 00
0 0 0 0 0 0 0 0 0
01 0
0 0 0 0 1 1 1 1 010 0 0 0 0 0 1 1 1 11
0 1 1 1 1 0 0 0 0
0 0
1 0 0 0 0 0 0 0 0 0
000 0 0 0 0 1 0 0 0 10 10 0 0 0 0 2 1 1
0 0
10 0 0 1 1 1 1 1 10 10 1 1 0 0 0 0
0 0
0 10
0 0 0 0 1 1 1 1 1 000 0 0 0 0 0 0 0 0 00
0 0
1 1 1 1 1 1 0 01 01
0 0 0 0 0 0 0 0
0 00
0 0 0 1 0 0 0 0 0 10
0 0 0 0 0 1 1 2 2 20
00 1 1 1 1 1 1 0 01 02
0 0 0 0 0 0 0 0
0 000 0 0 0 1 1 0 0 0 10
0 0 0 0 0 0 1 1 2 20
00 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0
0 0
00 0
0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0
0 0
00 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 000
0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 00
00 0 0 0 0 0 0 0
0 00 0 0 0 0 0 0 0 0 00
0 1
0 0 0 0 0 0 0 0
0 0
0 0 0 0 0
0 0 0 0 0
0 0
0 0 0 0 0 0
0 0 0
0 0
0 0 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 00
0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0 0 0
000 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0
0 0
00 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 000
0 0 0 0 0 0 0 0 0 000 0 0 0 0 0 0 0 0 00
0 00 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0
0 00
0 0 0 0 0 0 0 0
0 00 00 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0
0 0
00 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0 0
0 0
00 0 0 0 0 0 0 0
0 01 0 0 1 1 1 1 0 0 000
0 0 0 0 0 0 0 0 0 10 10 0 0 0 0 0 0 1 00
0 0
0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0
0 00 0
0 0 0 0 0 0 0 0
0 0
0 0 0 0 1 1 1 0
0 00
0 0 0 0 0 0 0 0 0
01 0
0 0 0 0 0 0 0 0 00 01 1 1 1 0 0 0 0
0 0
00 1 1 1 1 1 0 0 00 00 0 0 0 0 0 0 1 1 001
0 0 0 0 0 0 1 1 1 010 0 0 0 0 0 0 0 0 01
00 0 0 0 0 0 0 0
0 00 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 00 0 0
0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 000
0 0 0 0
0 0 0 0 0 00
0 0 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0 0
0 0
0 0
0 0 0 0 0 0 0 0 00
0 0 0 0 0 0 0 0 0 00
00 0 0 0 0 0 0 0 00 00 0 0
0 0 0 0 0 0
0 000 0 0 0 0 0 0 0 0 00
0 0 0 0 0 0 0 0 0 00
00 0
0 000 0 0 0
0 110 00 10 10
0 1
0 10
00 0 0 0
0 1
00 0 0 0 0 0 00 0 0 0 0 1 1 2 2 2 1 10
0 2 1 1 0 0 0 0 0 0 0 0 0
0 1
0 0 0 0 0 21
0 1
1 10
00 0 0 0 0 0 0 0 0 0 0 20 20 0 0 0 0 0 0 0 0 0 10 0
0 0
0 0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0 0 0 0 0 0 0 00
00 0
1 2
0 0 0 0 0 0 0 00
0 0 1 1 1 1 1 0 0 0 0 00
0 0 0 0 0
0 0 0 0 0 0 0
0 0
0 0 1 1 1 1 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0 0 0 00 00 0 1 1 2 2 1 1 1 0 00 0
10 1 0 0 0 0 0 0 1 1 11 11 1 1 1 1 1 0 0 0 0 0
0 0
0 2
1 1 1 1 1 1 1 1 0 0 10
0 0 0 0 0 0 0 0 1 1 1 10
0 0 0 1 1 1 1 1 1 1 0 00 01
0 0 0 0 0 0 0 0 0
0 0
01 0
0 0 0 0 0 1 1 1 1 1 01 11 1 2 2 1 1 0 0 0 0 00 1
0 0
1 1 1 1 1 1 0 0 0 00 00 0 0
0 0 0 0 0 0 0 0 0
001 1 0 0 0 0 0 0 0 0 0 10
1 0 0 0 0 0 0 0 0 0 0 00
00 0 0 1 1 1 1 1 1 1 11 11 0 0 0 0 0
0 0 0 0 0 0
10 2
2 2 2 1 1 0 0 0 0 0 00 00 0 0 1 1 1 1 1 1 1 11 0
0 00 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0
0 00
0 0 0 0 0 0
0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 000
0 0 0 0 0 0 0 0 0 0
0 00
0 0 0 0 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 000
0 0 0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 00
00 0 0 0 0 0 0 0 0 0 0
0 00 0 0 0 0 0 0 0 0 0 0
0 00 0
0 0 0 0
0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0
0 0
0 0
0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0 0 1
0 0
0 0 0 0 0 0 0 0
0 0 0 0
0 00 0 0 0 0 0 0 0 0 0 0
0 00 0 0 0 0 0 0 0 0 0 0 00
1 0
0 0 0 0 0 0 0 0 0 1
0 1
0 1 0 0 0 0 0 0 0 0 0 00 1
0 0
0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0 0 0
0 0
00 0 0 0 0 0 0 0 0 0 0
0 00 0 0 0 0 0 0 0 0 0 0
0 00 0 0 0 0 0 0 0 0 0 0 00
0 0
0 0 0 0 0 0 0 0 0 0
0 0
0 0 0 0 0
0 0 0 0 0 0 0
0 0
1 ITEM 16
Agenda Packet Page 155
1 Duhe, Rachel
From: Melanie Steffens
Sent: Wednesday, November 27, 2024 10:56 AM
To: City Clerk
Cc: Bryce Steffens
Subject: Starbucks at Stock Ranch
Dear Ms. Van,
The dangerous intersection at 6970 Auburn Blvd. will be much worse for pedestrians with a new Starbucks store. For our safety, my kids and I cross there before traffic gets really busy around 10 a.m.

During business hours, both right turn lanes rarely yield to pedestrians and cars often roll to a stop in the middle of the crosswalk in all lanes leaving the parking lot.

I am deeply concerned that a new Starbucks in this shopping center will prohibit us from crossing even early in the morning to make it to Van Maren park.

Please require that this intersection be redesigned for pedestrian safety as part of the building plan for Starbucks. adding a stop line before the crosswalk, a freshly painted crosswalk, and "yield to pedestrian" signs will make it safer for families crossing.

Thank you,
Melanie Steffens
You don't often get email from Learn why this is important ITEM 16
Agenda Packet Page 156
Printed on Recycled Paper

CITY OF CITRUS HEIGHTS

CITY COUNCIL STAFF REPORT

MEMORANDUM
DATE
: December 11, 2024
TO: Mayor and City Council Members
Ashley J. Feeney, City Manager
FR
OM: Regina Cave, General Services Director
Leslie Blomquist, City Engineer
Daniel Kehrer, Senior Civil Engineer
SU
BJECT: Ordinance Amending Citrus Heights Municipal Code Chapter 42 – FLOODS
Summary and Recommendation
The
City desires to apply for flood insurance rate discounts through the Federal Emergency Management Agency (FEMA) Community Rating System. As a prerequisite to joining the program, updates to Chapter 42 of the City’s Municipal Code are required.

St
aff recommends the City Council introduce for first reading, read by title only and waive the full reading of Ordinance No. 2024-___, an Ordinance of the City Council of the City of Citrus Heights amending Chapter 42 “Floods” of the Citrus Heights Municipal Code.

If
Council passes this motion, the proposed ordinance will be scheduled for second reading and adoption at the Council meeting on January 8, 2025, with an effective date 30 days thereafter.

Fiscal Impact
Th
ere is no direct fiscal impact resulting from revisions to the Ordinance. Revisions are consistent with the City’s current approach to floodplain management and development within and near floodways.

Background and Analysis
On
February 1, 2024, the City of Citrus Heights submitted a letter of interest to join FEMA’s Community Rating System (CRS), which is a voluntary program that rewards local agencies for floodplain management practices that exceed the minimum requirements of the National Flood Insurance Program (NFIP). The City has a history of implementing higher standards and utilizing established Policies that qualify for discounted flood insurance rates for all property owners in the City.

ITEM 17
Agenda Packet Page 157
Subject: Chapter 42 – FLOODS City Ordinance Update
Date: December 11, 2024

Page 2 of 2 ends

Printed on Recycled Paper

On September 12, 2024, the City received a letter from Insurance Services Office, Inc., a FEMA consultant who manages CRS applications, stating that the current City Ordinance Chapter 42 – FLOODS would limit the available discount to Class 9 certification (equivalent to a 5% discount). Class 9 is the lowest available rating for flood insurance discounts and current city policies and procedures provide higher standards that could result in a greater benefit to the City’s property owners, particularly those who have flood insurance protections on their property.

On October 29, 2024, a meeting was held between FEMA, California Department of Water Resources, and City staff where the group reviewed the proposed code changes to the CRS prerequisites including additional definition of terms, updated references to substantial damage/improvement assessments, elevation requirements of manufactured homes and mechanical equipment associated with structures (all are consistent with the City’s current drainage and development policy and procedures).

The proposed edits to Chapter 42 of the Municipal Code will allow the City to meet prerequisites for a higher level of discount through the CRS program and allow FEMA to apply additional credit points to the City’s current floodplain management procedures and standards.

Attachments

1. Ordinance No. 2024-___ An Ordinance of the City Council of the City of Citrus Heights, California, Amending Chapter 42 “Floods” of the Citrus Heights Municipal Code.

ITEM 17
Agenda Packet Page 158
Printed on Recycled Paper
ORDINANCE NO. 2024-___

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CITRUS HEIGHTS AMENDING CHAPTER 42 “FLOODS” OF THE CITRUS HEIGHTS

MUNICIPAL CODE

The City Council of the City of Citrus Heights does ordain as follows:

The provisions of Chapter 42 of the City of Citrus Heights Code are amended, as follows:

SECTION 1. Amendment. Section 42-4 of the Citrus Heights Code is hereby amended to read as set forth below:

Sec. 42-4. Definitions.

Unless specifically defined in this section, words or phrases used in this chapter shall be interpreted so as to give them the meaning they have in common usage and to give this chapter its most reasonable application. The following words, terms and phrases, when used in this chapter, shall have the meanings ascribed to them in this section, except where the context clearly indicates a different meaning:

Accessory use means a use which is incidental and subordinate to the principal use of the parcel of land on which it is located.

Adversely affects means that the cumulative effect of the proposed development, when combined with all other existing and anticipated development, will increase the water surface elevation of the base flood more than one foot at any point.

Alluvial fan means a geomorphologic feature characterized by a cone- or fan-shaped deposit of boulders, gravel, and fine sediments that have been eroded from mountain slopes, transported by flood flows, and then deposited on the valley floors, and which is subject to flash flooding, high velocity flows, debris flows, erosion, sediment movement and deposition, and channel migration.

Apex means the point of highest elevation on an alluvial fan, which on undisturbed fans is generally the point where the major stream that formed the fan emerges from the mountain front.

Appeal means a request for a review of the floodplain administrator's interpretation of any section of this chapter or a request for a variance.

Area of shallow flooding means a designated AO or AH zone on the flood insurance rate map (FIRM). The base flood depths range from one to three feet, a clearly defined channel does not exist, the path of flooding is unpredictable and indeterminate, and velocity flow may be evident. Such flooding is characterized by ponding or sheet flow.

Area of special flood hazard. See Special flood hazard area.

Area of special flood-related erosion hazard means the land within a community that is not likely to be subject to severe flood-related erosion losses. The area may be designated as zone E on the flood insurance rate map (FIRM).

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Area of special mudslide (i.e., mudflows) hazard means the area subject to severe mudslides (i.e., mudflows). The area is designated as zone M on the flood insurance rate map (FIRM).

Backfill means the placement of fill material within a specified depression, hole or excavation pit below the surrounding adjacent ground level as a means of improving floodwater conveyance or to restore the land to the natural contours existing prior to excavation.

Base flood means the flood having a one-percent chance of being equaled or exceeded in any given year; also called the 100-year flood.

Basement means any area of the building having its floor subgrade (below ground level) on all sides.

Building. See Structure.

Building Code means California Code of Regulations Title 24, the California Building Standards Code, the family of building codes specifically adopted by the State of California and composed of: (1) Part 2, applicable to buildings and structures other than dwellings within the scope of this part; (2) Part 2.5, applicable to one and two-family dwellings and townhouses not more than three stories, and accessory structures; (3) Part 10, applicable to existing buildings (as defined in that code); and (4) other specified codes.

Critical feature means an integral and readily identifiable part of a flood protection system, without which the flood protection provided by the entire system would be compromised.

Curvilinear line means the border on either a flood hazard boundary map or flood insurance rate map that delineates the special flood, mudslide (i.e., mudflow) and/or flood-related erosion hazard areas and consists of a curved or contour line that follows the topography.

Development means any manmade change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation or drilling operations or storage of equipment or materials.

Encroachment means the advance or infringement of uses, plant growth, fill, excavation, buildings, permanent structures or development into a floodplain that may impede or alter the flow capacity of a floodplain.

Erosion means the process of the gradual wearing away of land masses. This peril is not per se covered under the National Flood Insurance Program.

Existing manufactured home park or subdivision means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed, including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads, is completed before the effective date of the floodplain management regulations adopted by a community.

Expansion to an existing manufactured home park or subdivision means the preparation of additional sites by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed, including the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads.

Fill means the placement of fill material at a specified location to bring the ground surface up to a desired elevation.

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Fill material can be natural sand, dirt, soil or rock. For the purposes of floodplain management, fill material may include concrete, cement, soil cement, brick or similar material as approved on a case-by-case basis.

Flood, flooding and floodwater mean:
(1) A general and temporary condition of partial or complete inundation of normally dry land areas from:
a. The overflow of inland or tidal waters;
b. The unusual and rapid accumulation or runoff of surface waters from any source; and/or
c. Mudslides (i.e., mudflows) which are proximately caused by flooding, as defined in subsection (2) of this definition, and are akin to a river of liquid and flowing mud on the surfaces of normally dry land areas, as which earth is carried by a current of water and deposited along the path of the current; and (2) The collapse or subsidence of land along the shore of a lake or other body of water as a result of erosion or undermining caused by waves or currents of water exceeding anticipated cyclical levels or suddenly caused by an unusually high water level in a natural body of water, accompanied by a severe storm, or by an unanticipated force of nature, such as flash flood or an abnormal tidal surge, or by some similarly unusual and unforeseeable event which results in flooding as defined in subsection (1) of this definition.

Flood control project means a dam or barrier design and constructed to keep water away from or out of a specified area, including but not limited to levees, floodwalls, and channelization.

Flood elevation determination means a determination by the administrator of the water surface elevations of the base flood, that is, the flood level that has a one-percent or greater chance of occurrence in any given year.

Flood elevation study means an examination, evaluation and determination of flood hazards and, if appropriate, corresponding water surface elevations, or an examination, evaluation and determination of mudslide (i.e., mudflow) and/or flood-related erosion hazards.

Flood insurance rate map (FIRM) means the official map on which the Federal Emergency Management Agency or Federal Insurance Administration has delineated both the areas of special flood hazards and the risk premium zones applicable to the community.

Flood insurance study means the official report provided by the Federal Insurance Administration that includes flood profiles, the flood insurance rate map, the flood boundary and floodway map, and the water surface elevation of the base flood.

Floodplain and flood prone area means any land area susceptible to being inundated by water from any source. See the definition of Flood.

Floodplain administrator means the individual appointed to administer and enforce the floodplain management regulations.

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Floodplain management means the operation of an overall program of corrective and preventive measures for reducing flood damage, including but not limited to emergency preparedness plans, flood control works and floodplain management regulations.

Floodplain management regulations means zoning ordinances, subdivision regulations, building codes, health regulations and special purpose ordinances such as floodplain management regulations.

Floodproofing means any combination of structural and nonstructural additions, changes, or adjustments to structures that reduce or eliminate flood damage to real estate or improved real property, water and sanitary facilities, structures, and their contents.

Flood protection system means those physical structural works for which funds have been authorized, appropriated, and expended and which have been constructed specifically to modify flooding in order to reduce the extent of the area within a community subject to a special flood hazard and the extent of the depths of associated flooding. Such a system typically includes hurricane tidal barriers, dams, reservoirs, levees, or dikes. These specialized flood-modifying works are those constructed to conform to sound engineering standards.

Flood-related erosion means the collapse or subsidence of land along the shore of a lake or other body of water as a result of undermining caused by waves or currents of water exceeding anticipated cyclical levels or suddenly caused by an unusually high water level in a natural body of water, accompanied by a severe storm, or by an unanticipated force of nature, such as a flash flood or an abnormal tidal surge, or by some similarly unusual and unforeseeable event which results in flooding.

Flood-related erosion area and flood-related erosion-prone area mean a land area adjoining the shore of a lake or other body of water which, due to the composition of the shoreline or bank and high water levels or wind-driven currents, is likely to suffer flood-related erosion damage.

Flood-related erosion area management means the operation of an overall program of corrective and preventive measures for reducing flood-related erosion damage, including but not limited to emergency preparedness plans, flood-related erosion control works, and floodplain management regulations.

Floodway means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than one foot; also referred to as "regulatory floodway." Floodway encroachment lines means the lines marking the limits of floodways on federal, state, and local floodplain maps.

Floodway fringe means the area of a floodplain on either side of the designated floodway where encroachment may be permitted.

Fraud and victimization, related to sections 42-23—42-25, means that the variance granted must not cause fraud on or victimization of the public. In examining this requirement, the variance board will consider the fact that every newly constructed building adds to government responsibilities and remains a part of the community for 50 to 100 years. Buildings that are permitted to be constructed below the base flood elevation are subject during all those years to increased risk of damage from floods, while future owners of the property and the community as ITEM 17
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a whole are subject to all the costs, inconvenience, danger, and suffering that those increased flood damages bring. In addition, future owners may purchase the property, unaware that it is subject to potential flood damage, and can be insured only at very high flood insurance rates.

Freeboard means a factor of safety usually expressed in feet above a flood level for purposes of floodplain management. Freeboard tends to compensate for the many unknown factors that could contribute to flood heights greater than the height calculated for a selected size flood and floodway conditions, such as wave action, bridge openings, and the hydrological effect of urbanization of the watershed.

Functionally dependent use means a use that cannot perform its intended purpose unless it is located or carried out in close proximity to water. The term includes only docking facilities, port facilities that are necessary for the loading and unloading of cargo or passengers, and shipbuilding and ship repair facilities, but does not include long term storage or related manufacturing facilities.

Hardship, related to sections 42-23—42-25, means the hardship that would result from a failure to grant the requested variance. The variance board requires that the variance be exceptional, unusual, and peculiar to the property involved. Mere economic or financial hardship alone is not exceptional. Inconvenience, aesthetic considerations, physical handicaps, personal preferences, or the disapproval of one's neighbors likewise cannot, as a rule, qualify as exceptional hardships. All of these problems can be resolved through other means, without granting a variance. This is so even if the alternative means are more expensive or complicated than building with a variance, or if they require the property owner to put the parcel to a different use than originally intended, or to build elsewhere.

Highest adjacent grade means the highest natural elevation of the ground surface prior to construction next to the proposed walls of a structure.

Historic structure means any structure that is:
(1) Listed individually in the National Register of Historic Places (a listing maintained by the Department of the Interior) or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register; (2) Certified or preliminarily determined by the Secretary of the Interior as contributing to the historical significance of a registered historic district or a district registered historic district;
(3) Individually listed on a state inventory of historic places in states with historic preservation programs which have been approved by the Secretary of the Interior; or (4) Individually listed on a local inventory of historic places in communities with historic preservation programs that have been certified either:
a. By an approved state program as determined by the Secretary of the Interior; or b. By the Secretary of the Interior directly in states with approved programs.

Landfill means a permitted location for the disposal, placement or dumping of garbage, trash, debris, junk, or waste material.

Letter of map change (LOMC) means an official determination issued by FEMA that amends or revises an effective flood insurance rate map or flood insurance study. Letters of map ITEM 17
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change include: (1) listed individually in the National Register of Historic Places (a listing maintained by the Department of Interior) or preliminarily determined by the Secretary of the Interior as meeting the requirements for individual listing on the National Register; (2) letter of map revision (LOMR): A revision based on technical data that may show changes to flood zones, flood elevations, special flood hazard area boundaries and floodway delineations, and other planimetric features; (3) letter of map revision based on fill (LOMR-F): A determination that a structure or parcel of land has been elevated by fill above the base flood elevation and is, therefore, no longer located within the special flood hazard area. In order to qualify for this determination, the fill must have been permitted and placed in accordance with the community's floodplain management regulations; and (4) conditional letter of map revision (CLOMR): A formal review and comment as to whether a proposed flood protection project or other project complies with the minimum NFIP requirements for such projects with respect to delineation of special flood hazard areas. A CLOMR does not revise the effective flood insurance rate map or flood insurance study; upon submission and approval of certified as-built documentation, a letter of map revision may be issued by FEMA to revise the effective FIRM.

Levee means a manmade structure, usually an earthen embankment, designed and constructed in accordance with sound engineering practices to contain, control, or divert the flow of water so as to provide protection from temporary flooding.

Levee system means a flood protection system that consists of a levee and associated structures, such as closure and drainage devices, which are constructed and operated in accordance with sound engineering practices.

Lowest floor means the lowest floor of any lowest enclosed area, including basement. An unfinished or flood-resistant enclosure, usable solely for parking of vehicles, building access or storage in an area other than a basement area is not considered a building's lowest floor; provided that such enclosure is not built so as to render the structure in violation of the applicable nonelevation design requirements of this chapter.

Manufactured home means a structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when attached to the required utilities. The term "manufactured home" does not include a recreational vehicle.

Manufactured home park or subdivision means a parcel or contiguous parcels of land divided into two or more manufactured home lots for rent or sale.

Map means the flood hazard boundary map (FHBM) or the flood insurance rate map (FIRM) for a community, issued by the Flood Insurance Administration of the Federal Emergency Management Agency.

Market Value means the price at which a property will change hands between a willing buyer and a willing seller, neither party being under compulsion to buy or sell and both having reasonable knowledge of relevant facts. As used in these regulations, the term refers to the market value of buildings and structures, excluding the land and other improvements on the parcel. Market value may be established by one of the following methods: (1) actual cash value (replacement cost depreciated for age and quality of construction); (2) tax assessment value adjusted to approximate market value by a factor provided by the property appraiser; or (3) a qualified independent appraiser.

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Mean sea level means, for purposes of the National Flood Insurance Program, the National Geodetic Vertical Datum (NGVD) of 1929 or other datum, to which base flood elevations shown on a community's flood insurance rate map are referenced.

Minimum necessary, related to sections 42-23—42-25, means the minimum necessary to afford relief to the applicant of a variance with a minimum deviation from the requirements of this chapter. For variances to an elevation requirement, this means the variance board need not grant permission for the applicant to build at grade, for example, or even to whatever elevation the applicant proposes, but only that level the board believes will both provide relief and preserve the integrity of the local ordinance.

Mudslide (i.e., mudflow) describes a condition where there is a river, flow or inundation of liquid mud down a hillside usually as a result of a dual condition of loss of brush cover, and the subsequent accumulation of water on the ground preceded by a period of unusually heavy or sustained rain.

Mudslide-prone area (i.e., mudflow-prone) means an area with land surfaces and slopes of unconsolidated material where the history, geology, and climate indicate a potential for mudflow.

New construction means structures for which the start of construction commenced on or after the effective date of a floodplain management regulation adopted by a community and includes any subsequent improvements to such structures.

New manufactured home park or subdivision means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed, including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads, is completed on or after the effective date of floodplain management regulations adopted by a community.

Obstruction includes but is not limited to any dam, wall, wharf, embankment, levee, dike, pile, abutment, protection, excavation, channelization, bridge, conduit, culvert, building, wire, fence, rock, gravel, refuse, fill, structure, vegetation or other material in, along, across or projecting into any watercourse which may alter, impede, retard or change the direction and/or velocity of the flow of water, or, due to its location, its propensity to snare or collect debris carried by the flow of water or its likelihood of being carried downstream.

One-hundred year flood means a flood which has a one-percent annual probability of being equaled or exceeded. It is identical to the "base flood," which will be the term used throughout this chapter.

Principal structure means a structure used for the principal use of the property as distinguished from an accessory use.

Public safety and nuisances, related to sections 42-23 through 42-25, mean the granting of a variance must not result in additional threats to public safety or create nuisances. This chapter is intended to help protect the health, safety, well-being, and property of the local citizens. This is a long-range community effort made up of a combination of approaches such as adequate drainage systems, warning and evacuation plans, and keeping new property above the flood levels. These long term goals can only be met if exceptions to the requirements of this chapter are kept to a bare minimum.

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Recreational vehicle means a vehicle that is:
(1) Built on a single chassis;
(2) Four hundred square feet or fewer when measured at the largest horizontal projection; (3) Designed to be self-propelled or permanently towable by a light-duty truck; and (4) Designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use.

Regulatory floodway means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than a designated height.

Riverine means relating to, formed by, or resembling a river, including tributaries; stream; brook; etc.

Sheet flow area. See Area of shallow flooding.

Special flood hazard area (SFHA) means an area having special flood or flood-related erosion hazards, and shown on the FIRM as zone A, AE, AO, A1—A30, AE, A99, or AH.

Start of construction includes substantial improvement and other proposed new development and means the date the building permit was issued, provided the actual start of construction, repair, reconstruction, rehabilitation, addition, placement, or other improvement was within 180 days from the date of the permit. The actual start means either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation, or the placement of a manufactured home on a foundation. Permanent construction does not include land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main structure. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building.

Structure means a walled and roofed building, including a gas or liquid storage tank, that is principally above ground, as well as a manufactured home.

Substantial damage means damage of any origin sustained by a structure whereby the cost of restoring the structure to its before damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred.

Substantial improvement means any reconstruction, repair, rehabilitation, alteration, addition, or other improvement of a building or a proposed new development of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the start of construction of the improvement. This term includes cumulative improvements that have been permitted on the structure within a five year period; successive improvements will be summed and utilized as a cumulative cost of improvements when assessing if the improvement equals or exceeds the 50 percent threshold. This term includes structures that have incurred substantial damage, regardless of the actual repair work performed or source of the damage. The term does not, however, include either:

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(1) Any project for improvement of a structure to correct existing violations or state or local health, sanitary, or safety code specifications which have been identified by the local code enforcement official and which are the minimum necessary to ensure safe living conditions; or
(2) Any alteration of a historic structure, provided that the alteration will not preclude the structure's continued designation as a historic structure.

Utility Equipment includes any apparatus, appliance, or accessory installed as part of a building or structure. This includes equipment related to building services, such as plumbing, heating, electrical, ventilating, air conditioning, ductwork, refrigerating, and fire protection. It also includes elevators, dumb waiters, escalators, boilers, and pressure vessels. Including equipment placed within attached garages and/or within enclosures below elevated buildings, except for utility meters and equipment specifically designed to withstand inundation according to the standards of the International Residential Code, California Building Code, and the National Flood Insurance Program.

Variance means a grant of relief from the requirements of this chapter that permits construction in a manner that would otherwise be prohibited by this chapter.

Water surface elevation means the height, in relation to the National Geodetic Vertical Datum (NGVD) of 1929 or other datum, where specified, of floods of various magnitudes and frequencies in the floodplain of coastal or riverine areas.

Watercourse means a lake, river, creek, stream, wash, arroyo, channel or other topographic feature on, or over which, waters flow at least periodically. The term "watercourse" includes specifically designated areas in which substantial flood damage may occur.

SECTION 2. Amendment. Section 42-7 of the Citrus Heights Code is hereby amended to read as set forth below:

Sec. 42-7. Establishment of areas of special flood hazard.

The areas of special flood hazard identified by the Federal Insurance Administration (FIA) of the Federal Emergency Management Agency (FEMA) in the flood insurance study for Sacramento County, California and Incorporated Areas dated August 16, 2012, and the accompanying flood insurance rate maps (FIRM), and all subsequent amendments and/or revisions thereto, are hereby adopted by reference and declared to be a part of this chapter. The flood insurance study and attendant mapping is the minimum area of applicability of this chapter and may be supplemented by studies for other areas which allow implementation of this chapter and which are recommended to the city council by the floodplain administrator. The study and flood insurance rate maps (FIRMs) are on file in the office of the city engineer, City Hall, 6360 Fountain Square Drive, Citrus Heights, CA 95621.

SECTION 3. Amendment. Section 42-11 of the Citrus Heights Code is hereby amended to read as set forth below:

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Sec. 42-11. Warning and disclaimer of liability.
(a) The degree of flood protection required by this chapter is considered reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur on rare occasions. Flood heights may be increased by manmade or natural causes. This chapter does not imply that land outside the areas of special flood hazards, areas of flood-related erosion hazards and areas of mudslide (i.e., mudflow) hazards or uses permitted within such areas will be free from flooding or flood damages. (b) This chapter shall not create liability on the part of the city council, any officer or employee thereof, or the Federal Insurance Administration of the Federal Emergency Management Agency for any flood damages that result from reliance on this chapter or any administrative decision lawfully made under this chapter. (c) If any section, subsection, sentence, clause or phrase of this ordinance is, for any reason, declared by the courts to be unconstitutional or invalid, such decision shall not affect the validity of the ordinance as a whole, or any part thereof, other than the part so declared.

SECTION 4. Amendment. Section 42-14 of the Citrus Heights Code is hereby amended to read as set forth below:

Sec. 42-14. Floodplain administrator's duties and responsibilities.

The duties and responsibilities of the floodplain administrator shall include but not be limited to the following:
(1) Review all development permits to determine that:
a. The permit requirements of this chapter have been satisfied; b. All other required state and federal permits have been obtained; c. The site is reasonably safe from flooding; and
d. The proposed development does not adversely affect the carrying capacity of areas where base flood elevations have been determined but a floodway has not been designated.
(2) Obtain, review, and reasonably utilize any base flood elevation and floodway data available from a federal or state agency, or other source, in order to administer sections 42-15—42-22 when base flood elevation data has not been provided in accordance with section 42-7. Any such information shall be submitted to the city council for adoption.
(3) Whenever a watercourse is to be altered or relocated:
a. Notify adjacent communities and the state department of water resources prior to such alternation or relocation of a watercourse and submit evidence of such notification to the Federal Insurance Administration of the Federal Emergency Management Agency.
b. Require that the flood-carrying capacity of the altered or relocated portion of the watercourse is maintained.

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c. Require applicants who submit hydrologic and hydraulic engineering analyses to support permit applications to submit to FEMA the data and information necessary to maintain the flood insurance rate maps when the analyses indicate changes in base flood elevations, flood hazard area boundaries, or floodway designations; such submissions shall be made within six months of such data becoming available.
d. Require applicants who propose alteration of a watercourse to notify adjacent communities and the NFIP State Coordinating Agency, and to submit copies of such notifications to the Federal Emergency Management Agency (FEMA). (4) Obtain and maintain for public inspection and make available as needed the following:
a. The certification required by section 42-15(3)a, which pertains to floor elevations. b. The certification required by section 42-15(3)b, which pertains to elevations in areas of shallow flooding.
c. The certification required by section 42-15(3)c, which pertains to elevation or floodproofing of nonresidential structures.
d. The certification required by section 42-15(3)c.1 or (3)c.2, which pertains to wet floodproofing standard.
e. The certification of elevation required by section 42-17(b), which pertains to subdivision standards.
f. The certification required by section 42-20(1), which pertains to floodway encroachments.
g. The reports required by section 42-21(d), which pertains to mudflow standards. (5) Make interpretations, where needed, as to the exact location of the boundaries of the areas of special flood hazards, areas of flood-related erosion hazards or areas of mudslide (i.e., mudflow). For example, where there appears to be a conflict between a mapped boundary and actual field conditions. The person contesting the location of the boundary shall be given a reasonable opportunity to appeal the interpretation as provided in section 42-24.
(6) Take action to remedy violations of this chapter as specified in section 42-8. (7) Substantial improvements and substantial damage determinations for permits to improve buildings and structures, including alterations, movement, enlargement, replacement, repair, additions, rehabilitations, renovations, substantial improvements, repairs of substantial damage, and any other improvement of or work on such buildings and structures (including cumulative improvements within a five year period). The Floodplain Administrator, in coordination with the Chief Building Official, shall:
a. Estimate the market value, or require the applicant to obtain an appraisal of the market value prepared by a qualified independent appraiser, of the building or structure before the start of construction of the proposed work; in the case of repair, the market value of the building or structure shall be the market value before the damage occurred and before any repairs are made.

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b. Compare the cost to perform the improvement, the cost to repair the damaged building to its pre-damaged condition, or the combined costs of improvements and repairs, when applicable, to the market value of the building or structure. c. Determine and document whether the proposed work constitutes substantial improvement or repair of substantial damage.
d. Notify the applicant when it is determined that the work constitutes substantial improvement or repair of substantial damage and that compliance with the flood resistant construction requirements of the building code is required and notify the applicant when it is determined that work does not constitute substantial improvement or repair of substantial damage.

SECTION 5. Amendment. Section 42-15 of the Citrus Heights Code is hereby amended to read as set forth below:

Sec. 42-15. Standards for construction.

In all areas of special flood hazards, the following standards are required:
(1) Anchoring. Standards for anchoring shall be as follows:
a. All new construction, substantial improvements, and other proposed new development shall be adequately anchored to prevent resist flotation, collapse or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy.
b. All manufactured homes shall meet the anchoring standards of section 42-18. (2) Construction materials and methods. Standards for construction materials and methods shall be as follows:
a. All new construction, substantial improvement and other proposed new development shall be constructed with materials and utility equipment resistant to flood damage.
b. All new construction, substantial improvement and other proposed new development shall be constructed using methods and practices that minimize flood damage.
c. All new construction, substantial improvement and other proposed new development shall be constructed with electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities that are designed and/or located to prevent water from entering or accumulating within the components during conditions of flooding and elevated to at least two-feet above base flood elevation. This requirement includes machinery and equipment placed within attached garages and/or within enclosures below elevated buildings, except for utility meters and equipment specifically designed to withstand inundations according to the standards of the International Residential Code and the NFIP. d. Require within zone AH or AO that adequate drainage paths around structures on slopes guide floodwaters around and away from proposed structures.

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(3) Elevation and floodproofing. Standards for elevation and floodproofing shall be as follows:
a. All new construction, substantial improvement and other proposed new development within zones AE, and AH shall comply with the applicable requirements of the building code and have the lowest floor, including basement, elevated two-feet above the base flood elevation. Nonresidential structures may meet the standards in subsection (3)c of this section. Upon the completion of the structure, the elevation of the lowest floor, including basement, shall be certified by a registered professional engineer or surveyor or verified to be properly elevated by the community building inspector. Such certification or verification shall be provided to the floodplain administrator.
b. New construction, substantial improvement, and other proposed new development in zone AO shall have the lowest floor, including basement, elevated above the highest adjacent grade at least as high as the depth number specified in feet on the FIRM or plus at least two two-feet and at least three-feet above base flood elevation if no depth number is specified. Nonresidential structures may meet the standards in subsection (3)c of this section. Upon the completion of the structure, the elevation of the lowest floor, including basement, shall be certified by a registered professional engineer or surveyor or verified to be properly elevated by the community building inspector. Such certification or verification shall be provided to the floodplain administrator.
c. Nonresidential construction shall either be elevated to conform with subsection (3)a or (3)b of this section or, together with attendant utility and sanitary facilities, shall:

1. Be floodproofed so that, below the base flood level and up to the finished floor, the structure is watertight with walls substantially impermeable to the passage of water;

2. Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy; and

3. Be certified by a registered professional engineer or architect that the standards of this subsection are satisfied. Such certifications shall be provided to the floodplain administrator.
d. Require, for all new construction, substantial improvement and other proposed new development, that fully enclosed areas below the lowest floor that are usable solely for parking of vehicles, building access or storage in an area other than a basement and which are subject to flooding shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwater. Designs for meeting this requirement must either be certified by a registered professional engineer or architect or meet or exceed the following minimum criteria:

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(openings may be equipped with screens, louvers, valves or other coverings or devices, provided that they permit the automatic entry and exit of floodwater); or

2. Certification to comply with a local floodproofing standard approved by the Federal Insurance Administration of the Federal Emergency Management Agency.
e. Manufactured homes shall also meet the standards in section 42-18.

SECTION 6. Amendment. Section 42-18 of the Citrus Heights Code is hereby amended to read as set forth below:

Sec. 42-18. Standards for manufactured homes.
(a) All manufactured homes that are placed or substantially improved within a special flood hazard area on the community's flood insurance rate map outside of a manufactured home park or subdivision, in a new manufactured home park or subdivision, in an expansion to an existing manufactured home park or subdivision, or in an existing manufactured home park or subdivision on which a manufactured home has incurred substantial damage as the result of a flood will be elevated on a permanent foundation such that the lowest floor of the manufactured home and associated electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities areis elevated to or abovea minimum two-feet above the base flood elevation and shall be secured to an adequately anchored foundation system to resist flotation collapse and lateral movement. (b) All manufactured homes to be placed or substantially improved on sites in an existing manufactured home park or subdivision on the community's flood insurance rate map that are not subject to subsection (a) of this section will be elevated so that either:
(1) The lowest floor of the manufactured home is at, or a minimum two -feet above, the base flood elevation; or
(2) The manufactured home chassis is supported by reinforced piers or other foundation elements of at least equivalent strength that are no less than 36 inches in height above grade and shall be secured to an adequately anchored foundation system to resist flotation, collapse, and lateral movement.

SECTION 7. Amendment. Section 42-20 of the Citrus Heights Code is hereby amended to read as set forth below:

Sec. 42-20. Floodways.

Located within areas of special flood hazard established in section 42-7 are areas designated as floodways. Since the floodway is an extremely hazardous area due to the velocity of floodwaters that carry debris, potential projectiles, and erosion potential, the following apply:
(1) Prohibition of encroachments, including fill, new construction, substantial improvement, and other new development unless it has been demonstrated through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that the proposed encroachment would not result in any increase in flood levels within the community during the occurrence of the base flood discharge and ITEM 17
Agenda Packet Page 172
Printed on Recycled Paper
certification by a registered professional engineer or architect is provided demonstrating that encroachments shall not result in any increase in flood levels during the occurrence of the base flood discharge.
(2) If subsection (1) of this section is satisfied, all new construction, substantial improvement and other proposed new development shall comply with all other applicable flood hazard reduction sections of this chapter.

SECTION 8. Severability. If any section, subdivision, sentence, clause, phrase or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct and independent provision, and such holding shall not affect the validity of the remaining portions thereof.

SECTION 9. Effective Date and Notice. This ordinance shall take effect thirty (30) days after its adoption, provided it is published in full or in summary within fifteen (15) days of its adoption, in a newspaper of general circulation published and circulated in the City of Citrus Heights.

PASSED AND ADOPTED by the City Council of the City of Citrus Heights this _____ day of ______ 2024 by the following vote:

AYES: Council Members:

NOES: Council Members:

ABSENT: Council Members:

ABSTAIN: Council Members:

Dr. Jayna Karpinski-Costa, Mayor
ATTEST:

Amy Van, City Clerk

ITEM 17
Agenda Packet Page 173

CITY OF CITRUS HEIGHTS

CITY COUNCIL STAFF REPORT

MEMORANDUM

DATE: December 11, 2024

TO: Mayor and City Council Members
Ashley J. Feeney, City Manager

FROM: Casey Kempenaar, Community Development Director
Steffane Lui, Assistant Planner

SUBJECT: Bourbons and More
Request for Letter of Public Convenience and Necessity (PLN-24-16)

Summary and Recommendation

A Letter of Public Convenience and Necessity (PCN) offers the City Council the ability to approve or deny alcohol license applications when a census tract area is considered “over- concentrated” by the Department of Alcoholic Beverage Control (ABC). Bourbons & More is proposing a location at 8067 Greenback Lane, within a census tract (81.20) that ABC has determined can only allow two off-sale establishments without being considered over- concentrated. As shown in Attachment 1A, five off-sale locations are currently within census tract 81.20.

Bourbons & More is proposed within the Greenback Square Shopping Center (8067 Greenback Lane). The location will offer a wide assortment of high-quality spirits. The store is requesting an alcohol license (Type 21-off-sale beer/wine/spirits and Type 86 instructional tasting of beer/wine/spirits).

The proposal includes the sale of alcoholic beverages, that include a variety of exclusive bourbon, tequila, and whiskey. Instructional tastings will be conducted in a designated alcohol sampling area, exclusively for customers aged 21 and above. These tastings will be led by certified employees and certified supplier partners who are certified in accordance with ABC’s Responsible Beverage Service training program.

Although the census tract has five off-sale locations as shown in Attachment 1A, there are two locations located within 1,000 ft of the project site. The proposed project has been reviewed by the Police Department with no identifiable concerns (Attachment 3). Staff recommends the City Council find the PCN will not be detrimental to the health, safety, or welfare of the community and approve the PCN.

ITEM 15
Staff recommends the following motion:

Move to approve the Letter of Public Convenience and Necessity to allow the issuance of a Type 21 and Type 86 alcohol license for the sale of beer/wine/spirits and instructional tastings at the proposed liquor store located at 8067 Greenback Lane.

City Council Strategic Goal/Objective

This staff report aligns with the following Citrus Heights City Council Strategic Goal: Diversify for a vibrant economy.

Fiscal Impact

The proposed liquor store is anticipated to generate approximately $9,200 in annual sales tax revenue.

Background and Analysis

Letter of Public Convenience and Necessity (PCN)

The California Department of Alcoholic Beverage Control (ABC) requires an applicant to obtain a letter of “Public Convenience and Necessity” (PCN) from the affected jurisdiction (the City of Citrus Heights) because the area is deemed “over concentrated” by ABC standards. Over concentration is based on the number of existing licenses within each census tract with a maximum number assigned per tract.

The applicant is required to obtain a “letter of public convenience” from the City Council because the number of alcohol licenses in the area exceeds ABC’s standards (one per 2,000 capita). As part of their request, the applicant is required to demonstrate the alcohol license request would serve the public’s convenience and necessity.

Chapter 6 of the Citrus Heights Municipal Code regulates the issuance of “Letters of Public Convenience”. The Chapter outlines a process by which a variety of departments and agencies review applications for “Letters of Public Convenience”. Department review is related to current and past concerns at the location, including criminal activity, building code violations, business license renewal, zoning approval, health violations, zoning enforcement, and complaints to the ABC.

Each department reviews the application and can recommend denial of the application based on problems with the site. The City Council is not obligated to approve the license request even if the business has not violated any department’s provisions. While Chapter 6 contains standards for reviewing departments to recommend denial of an application of this type, it does not contain any standards for approving such applications and determining that the “public convenience and necessity” standard is met. There are no criteria for spacing these uses or other limitations found ITEM 15
within the Code. The Council has the full discretion to approve or deny the “Letter of Public Convenience” request.

Project Description

Bourbons and More is proposed to open within the Greenback Square Shopping Center at 8067 Greenback Lane. This location will offer a wide assortment of whiskey, bourbon, and other liquor. The new liquor store will be open daily between the hours of 10 a.m. to 10 p.m.

Bourbons and More currently operates two other nearby locations in Roseville and Rocklin.

The applicant is requesting a Letter of Public Convenience and Necessity to allow for off-sale beer/wine/spirits (Type 21) and instructional tasting of beer/wine/spirits (Type 86). Tastings will be offered in small sample sizes in accordance with ABC regulations to customers aged 21 years and older and served by certified employees and supplier partners. Alcoholic beverages will be under constant employee and video surveillance, and employees and service partners offering tastings will be certified in accordance with ABC’s Responsible Beverage Service training program.

The proposed location is within the Greenback Square center which is home to a variety of users including restaurants and also has a number of existing vacancies. Due to the mix and quality of products sold, the applicant believes that the project will bring synergy to the center and fill a longstanding vacancy.

Letter of Public Convenience and Necessity Analysis

Based on an analysis of the surrounding ABC licenses, staff determined there are a total of five off-sale licenses within Census Tract 81.20. There are two other liquor stores within 1,000 ft of the project location, which are in the neighboring census tracts to the east and south of the site.

Bourbons and More will operate from 10 a.m. to 10 p.m. daily. Employees will be thoroughly trained to ensure exceptional customer service and regulatory compliance with ABC (See Attachment 2 for additional operational criteria).

The store layout provides visibility of the cashier from the parking lot. The premises will be monitored with 16 surveillance cameras, and recordings will be kept for 30 days. Security measures, including alarm monitoring will be in place.

Additionally, all alcohol will be stored away from doors, with single (airplane) size bottles kept behind the counter, and with strict age verification at registers. The store will also post the required signage, maintain neat premises, limit window signage to 25% maximum, and employ two security staff members to ensure a safe environment.

As required by Chapter 6 of the Municipal Code the Police Department has reviewed the request to provide off-sale beer, wine and distilled spirits. The Police Department reviewed the proposed location and does not object to the issuance of the Letter of Public Convenience for this location (Attachment 3).

ITEM 15
Community Outreach

As part of the City’s outreach program, staff informed the Sunrise MarketPlace (SMP), Neighborhood Areas 7/8/9 (CHASEN) and the Birdcage Heights Neighborhood Area 11 of the request for a Letter of Public Convenience and Necessity. No comments have been received from either Neighborhood Association as of the writing of this staff report.

Planning Division staff received verbal concerns from the nearby In and Go Market (Fair Oaks Boulevard and Greenback Lane), related to impact of competition to their business as well as concerns related to the recent Zoning Code changes which eliminated the need for a Use Permit for alcohol establishments.

SMP has reviewed the request and does not object to the issuance of the Letter of Public Convenience for this location. Meeting notices for tonight’s City Council hearing were sent to all property owners within 500 feet of the project as well as a notice that was published in the Citrus Heights Messenger. A sign with the project and meeting details was also posted at the proposed project location at the time of submittal. ABC mandates that businesses post a public notice on- site to inform nearby residents that an application related to alcohol sales is in process. This notice has been displayed at the 8067 Greenback Lane location since the application was filed with ABC.

Attachments

1A. Map & List of Active Off-Sale Licenses in Census Tract 81.20 1B. Map & List of Active Off-Sale Licenses in a 1,000 ft radius of 8067 Greenback Lane

2. 8067 Greenback Ln PCN Operation Letter

3. Police Department Memo

4. Public Comments

ITEM 15
Census Tract 81.20

1. 2.

4. 6.

7. 3.

Census Tract 81.44
Census Tract 81.22

8. Census Tract 81.39

5. 1. Tonys Liquor & Deli (Type 21)

2. Bevmo (Type 21)

3. CVS (Type 21)

4. In & Go Market (Type 21)

5. Sprouts Farmers Market (Type20)

6. 7 Eleven (Type 20)

7. Food Maxx (Type 20)

8. The Wine Consultant (Type 42)
ITEM 15
On-Sale + Off Sale Retail
License within 1,000 ft of
Bourbons & More

3. 1. CVS (Type 21)

2. The Wine Consultant (Type 42)

3. In & Go Market (Type 21)Census Tract 81.39
ITEM 15
Bourbons & More
8067 Greenback Lane,
Citrus Heights
CA 95610
Hours of Operation, Training of Employees, Security Measures ● Business Hours will be 10 am-10 Pm all 7 days of the week. ● The business would be conducted under 21,86-652328 off sale General and Instructional ABC Licenses.
● All sales records and invoices will be available at the site for any local,state and federal agency verification.
● All the employees will be certified and trained by ABC, Lottery and owners special training managers to conduct the BEST customer service and to follow all rules and regulations of any and all government and licensing agencies. ● The Cashier Station would be visible from the Parking Lot and all the glasses on the Door and windows would be fully clean and clear from any posters or blinds. ● The layout and designing of the store interior will provide visibility of Cashier and every nook and corners of the shopping area of the store for every customer. ● Both the inside and outside will be under surveillance with a total of 16 cameras in place. ● The video recordings will be kept for 30 days and will be available to the Police Department, at any time.
● The site will have alarm monitoring through ALERT 360. ● Prohibiting Loitering and the consumption of Alcoholic beverages Sign or any other sign required by the City would be posted on the business premises or in the parking area.

Any violations would be fully enforced by the security measures. ● The interior of the store, the store entrances and exits, parking lot, and canopy will be well lit.
● All of the shrubbery and vegetation will be trimmed and maintained on time to ensure the property looks clean and has a natural surveillance.
● No alcohol will be displayed on the sales floor or near any of the doors. ● Special designated area would be assigned for the instructional purposes. ● All of the extra stock will be in the back stockroom to make sure that there will be no shoplifting from the store.
● Both of the registers will require the input of the customer's birthdate to make sure alcohol and cigarettes are sold to customers over the age of 21. ● We will hire 2 employees for the security of the store. ● All Window signs will be 25% or below total window area. ● Singles (airplane) will be behind the counter unable for individuals to grab on their own.

ITEM 15
DATE: November 13, 2024
TO: Steffane Lui, Assistant Planner
City of Citrus Heights – Planning Division

FROM: Wesley Herman, Lieutenant
Citrus Heights Police Department – Special Services Division

SUBJECT: Bourbons and More – 8067 Greenback Ln: Letter of Public Convenience & Necessity (PCN)

The Citrus Heights Police Department has reviewed the proposed Letter of Public Convenience and Necessity for Bourbons and More located at 8067 Greenback Lane in Citrus Heights. The review process included an external inspection of the proposed location, a review of surrounding businesses with alcohol licenses, a CPTED evaluation, and an analysis of calls for service in the area.

The proposed location is within an existing retail center and is satisfactory regarding environmental design and lighting. Several other tenants within the center operate as compatible use rs, including restaurants and retail stores. The existing parking lot is well-lit, with bright lights near the entrance s and exits. The parking lot has lighting in numerous strategic areas to ensure security during nighttime hours. The interior of the store is brightly lit and visible. Shrubbery and vegetation should continue to be trimmed and maintained to ensure natural surveillance of the property.

We will ask that the security plan for the grocer mirrors that of the other use rs in the city with similar operations and will be consistent with the general security plans and practices of similar operators.

An analysis was conducted of calls for service at 8067 Greenback Lane during the past year. There appeared to be no noticeable trends nor any above -average number of calls for service at the location, and as compared to other similar businesses in Citrus Heights.

The Citrus Heights Police Department recommends approval of the proposed request for Bourbons and More to obtain a Type 21 and Type 86 ABC license for this location.

ITEM 15
Mayor and Council Office
City of Citrus Height
6360 Fountain Square Dr
Citrus Height Ca 95621

Daniel Savala
CIVICCO Partners
Environmental Planning & Engagement

RE: Bourbons and More/ Request for a Letter of Public Convenience and Necessity for off-sale beer/wine/spirits (Type 21 ABC License)

Honorable Mayor and City Council,

I am writing to you today to urge a no vote on the pending Council item, Bourbons and More at 8067 Greenback Lane request for a letter of public convenience or necessity. As you all know, the Sunrise Marketplace has been a crucial focus point of the redevelopment efforts of the City of Citrus Height. Per the Department of Alcoholic Beverage Control, a Letter of Public Convenience or necessity is required for all new liquor licenses that locate in a high crime area or over saturated census tract. For this proposed site, there is absolutely no necessity or public convenience.

1. There are already two existing liquor stores within close proximity to the site.

Beverages and More (1500 feet away) and In & Go Liquor, just 600 feet away.

With roughly 15,000 square feet of retail space, Bev Mo provides practically every desired spirit imaginable. Across the street at In & Go, more than 80% of floor and shelf space is dedicated to beer , wine, and distilled spirits. These aren’t grocery stores or convenient stores who make “incidental” alcohol sales, along with groceries and household items. These stores explicitly market and sell distilled spirits and are Bonafide liquor stores.

2. Within the last 12-month period, more than 1,798 “transient interactions” have been reported by th e Sunrise Marketplace Business Improvement District. In addition to those “interactions”, 1,212 notices of tress pass where issued by their security contractor. There is no convenience or necessity to add another liquor store and potential ly increase nuisance activity. Additionally, per Lexis Nexus Community Crime Map, 34 DUI arrests were made between November 2023 and November 2024.

I have attached two exhibits for your review, along with an additional point regarding the economic uncertainty in adding another liquor store so close to an anchor tenant and large employer.

Respectfully,
Daniel Savala
Civicco Partner
ITEM 15

ITEM 15
Bev Mo
1500 feet
Bev Mo
1500 feet
Liquor Store
600 feet
Liquor Store
600 feet
New Liquor
License
New Liquor
License
The newly proposed liquor store
is within close proximity to two
existing liquor stores. It is important to note
that both of these stores are not
“neighborhood convenience stores”, where
they also sell groceries and other convenience
items. Both of these existing location explicitly
sell beer, wine and distilled spirits (primarily)
Adding a third liquor store within such close proximity is not only bad for crime and nuisance activity in the area, it also places additional stress on two existing/established business. I understand that the City Council and Planning Department cannot regulate competition, but it does have an obligation of maintaining a healthily economic environment for small businesses. As laid out in the goals and objective of the City of Citrus Heights General Plan, business recruitment and “retention” is critical for the Sunrise Marketplace planning area. One of the existing liquor stores, Bev Mo, currently occupies more that 15,000 square feet and is no doubt an anchor tenant for the strip mall. I can’t imagine this council making it tougher for an existing business, especially for one that occupies such a critical space and has so many employees. There is also a second existing liquor, only 600 feet away (across the street). Both of these businesses have been weathering all sorts of changes over the past few year. An increase in theft, loss of business due to COVID 19 restrictions, and regulatory changes with alcohol and tobacco.

ITEM 15
Per LexisNexis Community Crime Map Nov 5th 2023-November 5th 2024 34DUI’s
In addition to this being a poor decision based of economic development, approving a PCN in an already over concentrated census tract and high crime reporting area is a step backward for the overall improvement of the Sunrise Marketplace. Per the Sunrise Marketplace Business Improvement District, their clean and safe team has approximately 1,793 “transient interactions”. They also report that their security contractor has issued roughly 1,212 602's/Notice of tress pass (in the past 12 months). These figures alone tell us that this area is already a drain on law enforcement resources. Additionally, in a one year period, 34 DUI arrest were made inside the Sunrise Marketplace BID*. * Per LexisNexis Community Crime Map Nov 5th 2023-November 5th 2024 ITEM 15

Citrus Heights City Council MeetingsDecember 11, 2024

Citrus Heights City Council Meetings
December 11, 2024