HomeMy WebLinkAboutOrange Express Car Wash 387 N Tustin St. CUP 3065-18
CONDITIONAL USE PERMIT NO. 3065-18
DESIGN REVIEW NO. 4939-18
MINOR SITE PLAN REVIEW NO. 0938-18
RESOLUTION NO. PC 22-20
A RESOLUTION OF THE PLANNING COMMISSION OF
THE CITY OF ORANGE APPROVING CONDITIONAL
USE PERMIT NO. 3065-18, DESIGN REVIEW NO. 4939-18,
AND MINOR SITE PLAN REVIEW NO. 0938-18, TO
REDEVELOP AN EXISTING FULL-SERVICE CAR WASH
SITE WITH A NEW 6,809 SQUARE FOOT AUTOMATED
EXPRESS CAR WASH AND RELATED SITE
IMPROVEMENTS, LOCATED AT 387 N. TUSTIN STREET
APPLICANT: SYNARC STUDIO, ERIC LIWSKI
Moved by Commissioner _____ and seconded by Commissioner ______ that the
following resolution be adopted:
WHEREAS, the Planning Commission has authority per Orange Municipal Code (OMC)
Table 17.08.020, and Sections 17.10.030.C and 17.13.030 to take action, to grant or deny
Conditional Use Permit No. 3065-18, Design Review No. 4939-18, and Minor Site Plan Review
No. 0938-18, to redevelop an existing full-service car wash site with a new automated express
car wash and related site improvements, located at 387 N. Tustin Street; and
WHEREAS, Conditional Use Permit No. 3065-18, Design Review No. 4939-18, and
Minor Site Plan Review No. 0938-18 was filed by Eric Liwski of Synarc Studio in accordance
with the provisions of the City of Orange Municipal Code; and
WHEREAS, Conditional Use Permit No. 3065-18, Design Review No. 4939-18, and
Minor Site Plan No. 0938-18 were processed in the time and manner prescribed by state and
local law; and
WHEREAS, Conditional Use Permit No. 3065-18, Design Review No. 4939-18, and
Minor Site Plan No. 0938-18 are categorically exempt from the provisions of the California
Environmental Quality Act (CEQA) per State CEQA Guidelines Section 15303 (Class 3 - New
Construction or Conversion of Small Structures) because the project consists of the construction
of a new, small (<10,000 square foot in urbanized area) structure zoned for such use, not
involving the significant use of hazardous substances, where all necessary public services are
available, and where the area is not environmentally sensitive. There is no environmental public
review or notice required for a categorical exemption; and
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WHEREAS, the Planning Commission conducted one duly advertised public hearing on
September 9, 2020, at which time interested persons had an opportunity to testify either in
support of or opposition to Conditional Use Permit No. 3065-18, Design Review No. 4939-18,
and Minor Site Plan No. 0938-18 upon property described as follows:
SEE EXHIBIT A
NOW, THEREFORE, BE IT RESOLVED that the Planning Commission approves
Conditional Use Permit No. 3065-18, Design Review No. 4939-18, and Minor Site Plan No.
0938-18 to redevelop an existing full-service car wash site with a new 6,809 square foot
automated express car wash and related site improvements, based on the following findings:
SECTION 1 – FINDINGS
General Plan Finding:
1. The project must be consistent with the goals and policies stated within the City’s
General Plan.
The project is consistent with the goals and policies stated within the City’s General Plan
Land Use and Economic Development Elements in that the redevelopment of an existing,
outdated and degraded car wash site with a newly constructed car wash facility and site
improvements will increase the economic viability of the business through aesthetic
enhancement and the elimination of physical deterioration. In addition, redevelopment of
the site will not only support a revenue generating business, but will also allow the
business to remain competitive with other automated car washes in the area, which will in
turn help to retain the business within the North Tustin Street commercial corridor and
contribute to the economic vitality in the area.
Conditional Use Permit Required Findings:
1. A Conditional Use Permit shall be granted upon sound principles of land use and in
response to services required by the community.
The granting of this Conditional Use Permit would be based upon sound principles of
land use and in response to services required by the community in that consideration has
been given to whether the proposed use will detrimentally affect adjacent land uses. The
subject property is currently developed with a full-service car wash facility, located on
the east side of North Tustin Street, between Palm Avenue and Walnut Avenue, a heavily
traveled commercial corridor that offers a wide variety of retail, restaurant, and
automotive services to City residents and persons traveling to the area. The new
automated express car wash will expand the types of services offered by providing a
drive-through car wash option that utilizes state-of-the-art washing and drying technology
that will significantly reduce a patrons time spent for a car wash service. It is a popular
car wash option that patrons prefer because it is fast and affordable. The project will
provide a drive- through lane with a sufficient queuing length for vehicles leading up to
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the car wash pay stations, adequate parking and on-site circulation, as well as dense
landscaping that will provide an additional buffer for the residential properties to the east
and the daily operations of the car wash business. Granting a permit in this instance is
therefore based upon sound land use principles and responds to the needs of the
community at-large.
2. A Conditional Use Permit shall not be granted if it will cause deterioration of bordering
land uses or create special problems for the area in which it is located.
The project is not expected to detrimentally affect adjacent land uses or create special
problems in the area. The site is surrounded by commercial development to the north,
south, and west, and is bordered by multi-family residential apartments on the east. The
proposed site layout will not alter existing driveway locations, will not interfere with
parking or drive aisles on the adjacent properties, or change fire or refuse service access
on any of the bordering properties. Required parking and queuing of vehicles for the
project have been analyzed in a study submitted by the applicant’s consultant and deemed
acceptable by the City’s Traffic Engineer. Also submitted is a Noise Impact Analysis that
analyzed the potential impacts resulting from project construction activities and the new
car wash facility operations. The analysis concluded that with adherence to the City’s
permissible hours of construction and recommended construction best management
practices, included as conditions 33-37 within this Resolution, anticipated short-term
construction noise impacts will be minimized. In addition, the study also concluded that
the new automated express car wash facility will operate within the daytime and
nighttime noise level limits of the Orange Municipal Code.
3. A Conditional Use Permit must be considered in relationship to its effect on the
community or neighborhood plan for the area in which it is located.
The new car wash facility will replace an existing, aging and outdated car wash facility
with one that will better serve the community. The new buildings and associated
landscaping improvements generally satisfy the development standards for the Limited
Business (C-1) zone. The project brings a modern industrial character to an area
comprised of commercial buildings dating from 1960 through the 1980’s ; however, the
proposed design incorporates a one-story scale along the street frontage that takes into
consideration pedestrians and adjacent commercial properties. The proposed landscaping
will complement the project design and will refresh and integrate well with landscaping
along the North Tustin Street corridor. All right-of-way improvements including
accessibility requirements have been satisfied. Therefore, the effects on the community
within this area of the City have been considered and appropriately addressed and any
specific requirements are included as conditions to be satisfied prior to permit issuance.
4. A Conditional Use Permit, if granted, shall be made subject to those conditions necessary
to preserve the general welfare, not the individual welfare of any particular applicant.
All project conditions maintain a purpose of preserving the general welfare of the City
and community. Conditions specifically serve to manage project construction, provide
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for site maintenance, address water quality, accommodate disabled person site access,
protect or improve the public right-of-way, protect or improve utilities and accommodate
aesthetics.
Design Review Required Findings:
1. The project design upholds community aesthetics through the use of an internally
consistent, integrated design theme and is consistent with all adopted specific plans,
applicable design standards, and their required findings (OMC 17.10.07.F.3).
The new car wash facility project and landscaping as proposed, will generally provide
positive improvements to the existing outdated, and degraded site conditions. The
exterior design, including colors and materials, provides an internally consistent and
integrated design theme that upholds community aesthetics. While the project provides a
modern industrial aesthetic to an area that is predominately comprised of commercial
buildings dating from the 1960 through the 1980’s, the proposed design has incorporated
a one-story scale along the street frontage that takes into consideration pedestrians and
adjacent commercial properties. The project is also similar in character to the Rapid’s
Express Car Wash project, located several blocks north of the subject property. The
proposed groupings of landscaping, including trees, shrubs and accent plants, will
complement the project design and integrate well with landscaping along the North
Tustin Street corridor. The new car wash project will not only provide an updated feel
along North Tustin Street, it will also replace an aging and outdated car wash facility with
one that will better serve the community.
There are no specific design standards applicable to this site, and the project meets all
zoning development requirements for the C-1 zoning district, and no adjustments or
variances are required. Overall, the design, materials and landscape program are
appropriate and compatible with the eclectic character of the North Tustin Street corridor.
Minor Site Plan Review Required Findings:
1. The project design is compatible with surrounding development and neighborhoods.
The surrounding development and neighborhood consists of commercial uses to the
north, south, and west and multi-family residential uses to the east. The project will
provide a revitalized architectural and landscaped appearance to the North Tustin Street
corridor, consistent with surrounding development in its massing, scale, design and
function.
2. Minor Site Plan approval shall be granted if the project conforms to City development
standards and any applicable special design guidelines or specific plan requirements.
The project as proposed will conform to City development standards for the C-1 zoning
district. There are no special design guidelines or specific plans affecting the property.
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3. Minor Site Plan approval shall be granted if the project provides for safe and adequate
vehicular and pedestrian circulation, both on- and off-site.
The project provides safe and adequate access and circulation for vehicles and
pedestrians from North Tustin Street. The on-site circulation has been designed to
accommodate all access needs to parking spaces and for emergency vehicles. Disabled
parking and access has been designed to accommodate building code requirements.
4. Minor Site Plan approval shall be granted if City services are available and adequate to
serve the project.
A review of the project with all City Departments concludes that City services will be
available and adequate to serve this site, including water, sewer, police and fire services.
5. Minor Site Plan approval shall be granted if the project has been designed to fully
mitigate or substantially minimize adverse environmental effects.
No environmental effects have been identified for the project. The Orange Municipal
Code will adequately manage construction and use regulation needs of the project.
SECTION 2 – ENVIRONMENTAL REVIEW
The proposed project is categorically exempt from the provisions of the California
Environmental Quality Act (CEQA) per State CEQA Guidelines 15303 (Class 3 – New
Construction or Conversion of Small Structures) because the project consists of the construction
of a new, small (<10,000 square foot in urbanized area) structure zoned for such use, not
involving the significant use of hazardous substances, where all necessary public services are
available, and where the area is not environmentally sensitive. There is no environmental public
review or notice required for a categorical exemption.
SECTION 3– CONDITIONS OF APPROVAL
BE IT FURTHER RESOLVED that the following conditions are imposed with approval:
General:
1. All construction shall conform in substance and be maintained in general conformance
with plans and exhibits labeled as Attachment 9 in the staff report (date stamped received
August 3, 2020), including modifications required by the conditions of approval, and as
recommended for approval by the Design Review Committee and Planning Commission.
2. Except as otherwise provided herein, this project is approved as a precise plan. After any
application has been approved, if changes are proposed regarding the location or
alteration of any use or structure, a changed plan may be submitted to the Community
Development Director for approval. If the Community Development Director determines
that the proposed change complies with the provisions and the spirit and intent of the
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approval action, and that the action would have been the same for the changed plan as for
the approved plot plan, the Community Development Director may approve the changed
plan administratively.
3. Subsequent modifications to the approved architecture and color scheme shall be
submitted for review and approval to the Community Development Director or designee.
Should the modifications be considered substantial, the modifications shall be reviewed
by the Design Review Committee.
4. Any modifications to the plans including, but not limited to, the landscaping and parking
as a result of other Department requirements such as Building Codes, Water Quality,
Fire, or Police shall be submitted for review and approval to the Community
Development Director or designee. Should the modifications be considered substantial,
the modifications shall be reviewed and approved by the Planning Commission.
5. Any future expansion in area or in the nature and operation of the approved use by
Conditional Use Permit No. 3065-18, Minor Site Plan Review No. 0938-18, and Design
Review No. 4939-18 shall require new or amended applications.
6. The applicant agrees to indemnify, hold harmless, and defend the City, its officers, agents
and employees from any and all liability or claims that may be brought against the City
arising out of its approval of this permits, save and except that caused by the City’s active
negligence. The City shall promptly notify the applicant of any such claim, action, or
proceedings and shall cooperate fully in the defense.
7. The applicant shall comply with all federal, state, and local laws, including all City
regulations. Violation of any of those laws in connection with the use will be cause for
revocation of this permit.
8. Building permits shall be obtained for all future construction work, as required by the
City of Orange, Community Development Department’s Building Division. Failure to
obtain the required building permits will be cause for revocation of this permit.
9. Final sign plans shall be approved by the Community Development Director prior to
building permit issuance.
10. The use of any amplifying systems, outdoor sound system and paging system or any
other such device is prohibited on the licensed premises.
11. If not utilized, project approval expires twenty-four months from the approval date.
Extensions of time may be granted, if requested in writing in accordance with OMC
Section 17.08.060. The Planning entitlements expire unless Building Permits are pulled
within two years of the original approval.
12. Grading operations shall be restricted to Monday through Friday between the hours of
7:30 a.m. and 5:00 p.m., with limited grading as necessary permitted on Saturdays
between the hours of 8:00 a.m. and 4:30 p.m. Mechanics may service the equipment up to
two hours after each shift.
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13. All other construction activities shall conform to the City’s Noise Ordinance, OMC
Section 8.24, and shall be limited to the hours between 7:00 a.m. and 8:00 p.m. Monday
through Saturday. No construction activity will be permitted on Sundays and Federal
holidays.
14. These conditions shall be reprinted on the second page of the construction documents
when submitted to the Building Division for the plan check process.
15. Prior to the operation of the business, the applicant shall file for, or if applicable, amend a
business license with the Business License Division. Failure to obtain the required
business license will be cause for revocation of this approval.
16. Any new lighting on the premise shall be installed in such a way to direct, control, and
screen the lighting to prevent off site light spillage onto adjoining properties and shall not
be a nuisance to any point beyond the exterior boundaries of the property. Prior to
certificate of occupancy, the applicant shall contact the Orange Police Crime Prevention
Bureau and schedule an appointment on-site to test all lighting to ensure it meets Orange
Municipal Code standards. Light spillage or pollution onto surrounding residential areas
shall not exceed a maintained minimum of 0.5 foot-candle.
17. Prior to building permit issuance, the applicant shall demonstrate to the satisfaction of the
Community Development Director that all mechanical and air conditioning equipment
shall be shielded and screened from view from adjacent streets and properties. The
screening shall be integrated architecturally with the building and painted to match the
walls of the building.
18. Prior to building permit issuance, all required parking spaces shall be shown on
construction documents as doubled striped to City standards at the time of approval.
19. The project approval includes certain fees and/or other exactions. Pursuant to
Government Code Section 66020, these conditions or requirements constitute written
notice of the fees and/or exactions. The applicant is hereby notified that the ninety (90)
day protest period commencing from the date of approval of the project has begun. If the
applicant fails to file a protest regarding these conditions or requirements, the applicant is
legally barred from later challenging such exactions per Government Code Section
66020.
20. Prior to issuance of building permits, the applicant shall pay all appli cable development
fees, including but not limited to: City sewer connection, Orange County Sanitation
District Connection Fee, Transportation System Improvement Program, Fire Facility,
Police Facility, Park Acquisition, Sanitation District, and School District, as required.
21. Prior to building permit issuance, the applicant shall pay any outstanding monies due to
the City of Orange for Planning Division entitlement activities related to this project.
22. In conjunction with the operation of the business, the property owner shall be responsible
to maintain the property to a level deemed adequate by the Community Development
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Director. This includes, but is not limited to, the buildings, on-site landscaping, trash
areas, signage, utilities, property walls, and gates (if applicable).
23. Any graffiti shall be removed within 72 hours from the time the City of Orange Notice of
Violation is received by the applicant/property owner.
24. Prior to building permit issuance, construction documents shall show that all structures
comply with the requirements of OMC Chapter 15.52 (Building Security Standards)
which includes, but is not limited to: hardware, doors, windows, and lighting.
Specifications, details, or security notes may be used to convey compliance.
25. Prior to building permit issuance, the applicant shall demonstrate that the trash enclosure
and accessory structures utilize similar materials, colors, and finishes as the car wash
building, including any roofing.
26. Prior to building permit issuance, the applicant shall demonstrate that the trash enclosure
shall conform to City Standard Plan 409.
27. Prior to building permit issuance, the applicant shall identify the precise location of
existing walls proposed for demolition, if applicable. If the location of the existing wall
slated for demolition is wholly or partially upon an adjacent property, the applicant shall
secure the property owner(s) approval to demolish and replace the wall. The applicant
will be responsible for any site repairs to walls damaged through demolition activity.
28. In conjunction with the operation of the business, all noise levels generated shall conform
to the levels allowed by Code.
29. The existing metal storage container shall be removed from the site prior to building
permit final inspection. No outdoor storage is permitted.
30. The daily operational hours of the car wash facility shall not commence before 7:00 a.m.
nor occur after 8:00 p.m. as described in the applicant’s Letter of Justification, included
as Attachment 3 to the Planning Commission Staff Report. Any modification to these
operational hour limits shall be subject to review and approval by the Community
Development Director and/or may be referred to the Planning Commission at his/her
discretion.
31. The car wash shall operate its vehicle parking, queuing, and on-site circulation in the
manner as described in the Queuing and Parking Study by Ganddini Group, dated July 22,
2019, included as Attachment 6 to the Planning Commission Staff Report. At no time
shall the operator allow vehicles of patrons to straddle the public right-of-way (sidewalk,
driveway, street) and shall employ measures to direct customers from causing any such
conflict with keeping the public right-of-way clear.
32. In conjunction with the operation of the business, should parking or queuing issues arise
on the site or the surrounding neighborhood, the applicant shall work with the Community
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Development Department to resolve any issues. If such issues are not resolved to the
City’s satisfaction, the Conditional Use Permit shall be presented to the Planning
Commission for their consideration of further conditions, modifications or revocation.
Recommended Conditions as Specified within the Noise Impact Analysis by Ganddini Group,
dated January 13, 2020:
33. During all project site excavation and grading on-site, construction contractors shall
equip all construction equipment, fixed or mobile, with properly operating and
maintained mufflers, consistent with manufacturer standards.
34. The contractor shall place all stationary construction equipment so that emitted noise is
directed away from the noise sensitive receptors nearest the project site.
35. Construction equipment shall be shut off and not left to idle when not in use.
36. The contractor shall locate equipment staging in areas that will create the greatest
distance between construction-related noise sources and sensitive receptors nearest the
project site during all project construction.
37. If applicable, large bulldozers and vibratory rollers shall not be utilized within 25 feet of
existing structures.
Design Review Committee:
38. The Podocarpus placed along the eastern property line shall be installed at 36-inch
spacing and specimens shall be 10 to 11 feet high at the time of planting.
39. The curb on the Civil and Landscape Plan shall be removed to match the architectural site
plan adjacent to the bamboo screening planter.
40. If two trees in the easement cannot be planted, than one vacuum space shall be deleted to
accommodate the two trees.
41. The landscape screening at the eastern property line shall be maintained at a minimum of
11 feet high in perpetuity.
42. An agronomic soils test shall be taken by a professional in order to determine the
viability of the soil in the Podocarpus and Bamboo planters; recommendations for soil
amendments shall be followed.
Community Services:
43. Prior to building permit issuance, the applicant shall prepare a final landscaping and
irrigation plan consistent with the grading plans, site plans, and the conceptual
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landscaping plan as proposed for the project for the review and approval of the Director
of Community Development and Community Services Director.
44. Prior to building permit issuance, the final landscape plan shall be reviewed and approved
by the Public Works Director when landscaping is proposed within the publi c right-of-
way and/or the project is constructing Storm Water Quality Best Management Practices
in landscaped areas.
45. Prior to building permit issuance, final landscaping plans for the project shall be designed
to comply with the City’s Water Efficient Landscape Guidelines as described in Section
IX et al of the City of Orange Landscape Standards and Specifications.
46. The applicant shall verify street tree requirements with the Public Works Department and
shall note so on the landscape plan, prior to issuance of a building permit.
47. Prior to building permit issuance, all landscaping located within public areas shall be
shown on the landscape plans and shall include the installation of root barriers acceptable
to the Public Works Department on the sidewalk side of the tree, or where conditions
warrant, the installation of a Deep Root box as directed by the Public Works Director.
48. The final landscape plan shall include a note that a fully automated irrigation system will
be provided, prior to building permit issuance.
49. Prior to building permit issuance, City required irrigation and landscape inspection notes
shall be placed on the final landscape plan, to the satisfaction of the Community Services
Director.
50. Prior to building permit issuance, a Tree Removal Permit shall be approved by the
Community Service Director in accordance with the City’s Tree Preservation Ordinance.
A plan is required for submittal to the City depicting all of the existing on-site trees, the
species of each tree, and the number of trees proposed for removal and replacement.
51. All landscape areas shall be maintained in a neat and healthy condition. Should the plant
material die, the property owner/operator shall replace it with new plant material.
52. Prior to building permit issuance, landscape plans shall include landscape area calculations
needed for State landscape water use reporting.
53. Prior to Certificate of Occupancy, all parking lot and landscaping improvements shall be
completed according to the approved plans and to the satisfaction of the Community
Development Director.
Police:
54. The project shall comply with the requirements of the Orange Municipal Code – Chapter
15.52 (Building Security Standards), which relates to hardware, doors, windows, lighting,
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etc. Approved structural drawings, if any, shall include sections of the security code that
apply. Specifications, details, or security notes may be used to convey the compliance.
55. To ensure adequate services are provided and to minimize the demands on police service,
security and design measures that employ Defensible Space concepts will be utilized in
the development and construction plans. These measures incorporate the concepts of
Crime Prevention through Environmental Design (CPTED), which involves
consideration such as placement and orientation of structures, access and visibility of
common areas, placement of doors, windows, addressing, and landscaping. CPTED
promotes public safety, physical security and allows residents the ability to monitor
activity in neighboring areas. Adherence to CPTED principles and City of Orange
Building Security Ordinance #6-18 standards will be expected on this project.
Fire:
56. Plans submitted for Building Plan Check shall comply with the California Fire Code as
amended by the City and as frequently amended and in effect at the time of application
for Building Permit.
Traffic Division:
57. Vacuum stations shall be equipped with signs that display a time limitation for use that is
supervised by on-site employees.
Subdivision:
58. Prior to building permit issuance, a Lot Line Adjustment will be required to combine the
three (3) parcels into one (1) parcel.
59. A Drainage Assessment Letter shall accompany the grading plan review, prior to issuance of
a grading permit.
60. A geotechnical report shall accompany the grading plan review, prior to issuance of a grading
permit.
61. Street lights per City Traffic Operations are required along the property frontage on Tustin
Street. The submittal plans show one street light; however additional street lights are required
at a typical spacing of 90-120 feet.
62. All public infrastructures, if any, including street sections, sidewalk, driveway apron, and
utilities shall comply with City of Orange Standard Plans and Specifications.
63. Plan preparation and submittal shall be per Development Services guidelines and
checklist. See https://www.cityoforange.org/446/Subdivision Plans Preparation
Documents.
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64. All utility lines connecting from public street and easements to the project site, including
power line and telecommunication lines, shall be constructed underground.
65. All works within public right-of-way and public utility easements will require
Encroachment Permits, including sidewalk and driveway constructions, street lighting,
utility main and service connections.
Water Division:
66. Prior to building permit issuance, the applicant shall submit improvement plans to the
Water Division for review and approval for any new fire hydrants, domestic water
services, fire services, landscape services, and any other proposed improvements or
relocations affecting the public water system facilities.
67. Prior to issuance of the certificate of occupancy, the applicant shall be responsible for the
installation of necessary fire hydrants and fire services as approved by the Fire
Department and Water Division.
68. Prior to building permit issuance, the Water Division shall approve the type and location
of landscaping and fire service (backflow prevention) device for proposed City services.
69. Prior to building permit issuance, construction documents shall show that a six foot
minimum horizontal clearance and a one foot minimum vertical clearance would be
maintained between City water mains, laterals, services, meters, fire hydrants and all
other utilities except sewer. The Water Division shall review and approve the
construction documents.
70. Prior to building permit issuance, construction documents shall show that an eight -foot
minimum clearance is provided between City water mains, laterals, services, meters, fire
hydrants, signs, or trees or other substantial shrubs and plants as required by the Water
Division. The Water Division shall review and approve the construction documents.
71. Prior to building permit issuance, construction documents shall show that permanent
signs, awning, surface water quality management features or other structures are not built
over water mains, laterals, services, meters, or fire hydrants as required by the Water
Division.
72. Prior to building permit issuance for the first phase of work, the applicant shall be
responsible for obtaining approval all of the necessary encroachment permits from
affected agencies for all public water construction work.
73. Prior to approval of a water improvement plan, the applicant shall satisfy all water main
connection, plan check, and inspections charges as determined by the Water Division.
74. Prior to the issuance of any grading permit, the applicant shall construct all public and/or
private improvements to the satisfaction of the Water Division. The applicant may be
required to enter into an agreement with the City of Orange, and post security in a form
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and amount acceptable to the City Engineer and/or Water Division to ensure construction
of said improvements.
75. Plans submitted during plan check shall show that the water improvement plans are
consistent with the fire suppression plans and or fire master plan. The applicant’s
consultant preparing the water improvement plans shall coordinate their plans with the
consultant preparing the fire suppression plans and/or fire master plan so that their
designs concur.
76. Plans submitted during plan check shall show that the minimum separation requirements
are met and that each of the various designer’s plan sets match. The applicant’s
consultant preparing the improvement and utility plans shall coordinate their plans with
the consultants preparing the landscape, architectural, surface water quality management,
fire master and/or fire suppression plans so that their designs are consistent.
77. At least fourteen calendar days prior to commencing construction, the applicant’s civil
engineer shall prepare and provide product material submittals consistent with the water
improvement plans for all proposed public water system facilities to the Water Division
per the City of Orange General Water Construction Notes for review and approval.
78. Prior to issuance of certificate of occupancy, the applicant shall furnish and install
individual pressure regulators on new services where the incoming pressure exceeds
eighty-pounds per square inch.
Water Quality:
79. Prior to the issuance of any grading permits the applicant shall submit a Priority Project
WQMP for review and approval to the Public Works Department that:
a. Prioritizes the use of Low Impact Development principles as follows: preserves
natural features; minimizes runoff and reduces impervious surfaces; and utilizes
infiltration of runoff as the method of pollutant treatment. Infiltration BMPs to be
considered include the use of permeable materials such as concrete and concrete
pavers, infiltration trenches, infiltration planters, and other infiltration BMPs as
applicable,
b. Incorporates the applicable Site Design, Routine Source, Structural Control and Low
Impact BMPs as defined in the Model Water Quality Management Plan and
Technical Guidance Document,
c. Maintains the hydrologic characteristics of the site by matching time of concentration,
runoff, velocity, volume and hydrograph for a 2-year storm event,
d. Minimizes the potential increase in downstream erosion and avoids downstream
impacts to physical structures, aquatic and riparian habitat,
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e. Generally describes the long-term operation and maintenance requirements for
structural and Treatment Control BMPs,
f. Identifies the entity or employees that will be responsible for long-term operation,
maintenance, repair and or replacement of the structural and Treatment Control BMPs
and the training that qualifies them to operate and maintain the BMPs,
g. Describes the mechanism for funding the long-term operation and maintenance of all
structural and Treatment Control BMPs,
h. Includes a copy of the forms to be used in conducting maintenance and inspection
activities,
i. Meets recordkeeping requirements (forms to be kept for 5 years).
j. Includes a copy of the form to be submitted annually by the project owner to the
Public Works Department that certifies that the project’s structural and treatment
BMPs are being inspected and maintained in accordance with the project’s WQMP.
80. Prior to the issuance of certificates for use of occupancy, the applicant shall demonstrate
the following to the Public Works Department:
a. That all structural and treatment control best management practices (BMPs) described
in the Project WQMP have been constructed and installed in conformance with the
approved plans and specifications,
b. That the applicant is prepared to implement all non-structural BMPs described in the
Project WQMP,
c. That an adequate number of copies of the project’s approved final Project WQMP are
available for the future occupiers.
81. Prior to the issuance of certificates for use of occupancy or final signoff by the Public
Works Department, the applicant shall demonstrate to the satisfaction of Public Works,
that the preparer of the WQMP has reviewed the BMP maintenance requirements in
Section V of the WQMP with the responsible person and that a copy of the WQMP has
been provided to that person. A certification letter from the WQMP preparer may be used
to satisfy this condition.
82. Prior to issuance of building permits, the applicant shall review the approved Water
Quality Management Plan (WQMP) and grading plan to ensure the structure’s
downspouts or drainage outlet locations are consistent with those documents. Copies of
the building or architectural plans specifically showing the downspouts and drainage
outlets shall be submitted to the Public Works Department for review.
83. The project applicant shall maintain all structural, treatment and low impact development
BMPs at the frequency specified in the approved WQMP. Upon transfer of ownership or
management responsibilities for the project site, the applicant shall notify the City of
Resolution PC 22-20
Page 15 of 15
Orange Public Works Department of the new person(s) or entity responsible for
maintenance of the BMPs.
84. If the site exceeds one acre of earth movement (grading) during construction, prior to
issuance of a grading permit (including, as appropriate: clearing, grubbing, surface
mining, or paving permits), the applicant shall demonstrate that coverage has been
obtained under the State’s General Permit for Storm water Discharges Associated with
Construction Activity (Construction General Permit) by providing a copy of the Notice of
Intent (NOI) submitted to the State Water Resources Control Board and a copy of the
subsequent notification of the issuance of a Waste Discharge Identification (WDID)
Number or other proof of filing. A copy of the SWPPP required by the General Permit
shall be kept at the project site and be available for review by City representatives upon
request.
85. Prior to City approval of the landscape plans, the applicant shall review the approved
Water Quality Management Plan and ensure the proposed landscape plans are consistent
with the project grading plans. The plans must show any proposed storm water treatment
Best Management Practices such as bio retention planters, drywells, permeable pavers, or
any other proposed surface water quality BMP’s.
I hereby certify that the foregoing resolution was adopted on September 9, 2020 by the Planning
Commission of the City of Orange by the following vote:
AYES:
NOES:
RECUSED:
ABSENT:
Dave Simpson, Planning Commission Chair
Date
Vicinity Map
387 N. Tustin Street
Conditional Use Permit No. 3065-18
Design Review No. 4939-18
Minor Site Plan Review No. 0938-18
City of Orange
Community Development Department
Trac Engineering Transportaon Planning Parking Noise & Vibraon
Air Quality Global Climate Change Health Risk Assessment
ORANGE EXPRESS CAR WASH PROJECT
NOISE IMPACT ANALYSIS
City of Orange
January 13, 2020
<UNHIDDEN>
ORANGE EXPRESS CAR WASH PROJECT
NOISE IMPACT ANALYSIS
City of Orange
January 13, 2020
prepared by
Roma Stromberg, M.S.
Catherine Howe, M.S.
GANDDINI GROUP INC
550 Parkcenter Drive, Suite 202
Santa Ana, CA 92705
(714) 795‐3100 | www.ganddini.com 18‐0044
Orange Express Car Wash Project
Noise Impact Analysis
i 18‐0044
TABLE OF CONTENTS
EXECUTIVE SUMMARY
1. INTRODUCTION .................................................................................................................................................... 1
Purpose and Objectives ............................................................................................................................................. 1
Project Description ...................................................................................................................................................... 1
2. NOISE AND VIBRATION FUNDAMENTALS .................................................................................................. 4
Noise Fundamentals ................................................................................................................................................... 4
Vibration Fundamentals ............................................................................................................................................. 5
3. EXISTING NOISE ENVIRONMENT .................................................................................................................. 10
Existing Land Uses and Sensitive Receptors ...................................................................................................... 10
Ambient Noise Measurements .............................................................................................................................. 10
4. REGULATORY SETTING .................................................................................................................................... 13
Federal Regulation .................................................................................................................................................... 13
State Regulations ...................................................................................................................................................... 13
Local Regulations ...................................................................................................................................................... 14
5. ANALYTICAL METHODOLOGY AND MODEL PARAMETERS ............................................................... 18
Noise Modeling and Input ...................................................................................................................................... 18
6. IMPACT ANALYSIS ............................................................................................................................................. 20
Construction Noise .................................................................................................................................................. 20
Noise Impacts to Off‐Site Receptors Due to project Generated Trips ........................................................ 20
Noise impacts to Off‐Site Receptors Due to On‐Site Operational Noise ................................................... 20
Vibration Impacts ...................................................................................................................................................... 21
7. REFERENCES ......................................................................................................................................................... 27
APPENDICES
Appendix A List of Acronyms
Appendix B Definitions of Acoustical Terms
Appendix C Noise Measurement Field Worksheets
Appendix D RCNM Noise Modeling Output
Appendix E Representative Sound Level Data
Appendix F SoundPLAN Input and Output
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LIST OF TABLES
Table 1. Decibel Addition ............................................................................................................................................... 6
Table 2. Construction Equipment Vibration Source Levels .................................................................................... 7
Table 3. Typical Human Reaction and Effect on Buildings Due to Groundborne Vibration ........................... 8
Table 4. Short‐Term Noise Measurement Summary (dBA) ................................................................................. 11
Table 5. City of Orange Maximum Allowable Noise Exposure – Transportation Sources ........................... 16
Table 6. City of Orange Maximum Allowable Residential Noise Exposure – Stationary Noise
Sources ............................................................................................................................................................ 17
Table 7. Typical Construction Equipment Noise Levels ....................................................................................... 23
Table 8. Comparison of Existing and Project Operational Noise Levels ........................................................... 24
LIST OF FIGURES
Figure 1. Project Location Map ...................................................................................................................................... 2
Figure 2. Site Plan .............................................................................................................................................................. 3
Figure 3. Common Noise Sources and Noise Levels ................................................................................................. 9
Figure 4. Noise Measurement Location Map ........................................................................................................... 12
Figure 5. Operational Noise Levels Peak Hour ........................................................................................................ 25
Figure 6. Operational Noise Level Contours Peak Hour ....................................................................................... 26
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EXECUTIVE SUMMARY
The purpose of this noise impact analysis is to provide an assessment of potential impacts resulting from the
development of the proposed Orange Express Car Wash project. The noise issues related to the proposed
land use and development have been evaluated in the context of the California Environmental Quality Act.
Although this is a technical report, every effort has been made to write the report clearly and concisely. To
assist the reader with those terms unique to noise analysis, a list of acronyms and a glossary of terms have
been provided in Appendix A and Appendix B of this report, respectively.
PROJECT LOCATION
The project site is located at 387 North Tustin Street in the City of Orange. A vicinity map showing the project
location is provided on Figure 1.
PROJECT DESCRIPTION
The site is currently occupied by an existing car wash, but the applicant will update the existing “old‐fashioned”
style car wash facility to a modern car wash facility. The project is proposed to have one car wash tunnel that
could accommodate multiple vehicles through different stages of the car wash. The proposed drive‐through
lane configuration provides queuing storage for approximately 30 vehicles from the three pay stations to the
project site entrance. There will be a drying area with 39 parking stalls that are equipped with vacuum posts
for vehicle interior cleaning and drying the vehicle exterior after the vehicles have traveled through the wash
tunnel. The proposed car wash is proposed to operate seven days a week from 7:00 AM to 8:00 PM. The car
wash is expected to generate 37 vehicle trips during the evening peak hour. The site plan is illustrated on
Figure 2.
Title 8 Health and Safety, Chapter 8.24 of the City of Orange Municipal Code regulates the timing of
construction activities and includes special provisions for sensitive land uses. Construction activities shall occur
only between the hours of 7:00 AM and 8:00 PM on any day except for Sunday or a federal holiday, or
between the hours of 9:00 AM and 8:00 PM on Sunday or a federal holiday.
In addition to conforming with the allowed hours of construction outlined above, the following best
management practices will be implemented during project construction:
1. During all project site excavation and grading on‐site, construction contractors shall equip all
construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent
with manufacturer standards.
2. The contractor shall place all stationary construction equipment so that emitted noise is directed away
from the noise sensitive receptors nearest the project site.
3. Equipment shall be shut off and not left to idle when not in use.
4. The contractor shall locate equipment staging in areas that will create the greatest distance between
construction‐related noise sources and sensitive receptors nearest the project site during all project
construction.
5. If applicable, large bulldozers and vibratory rollers will not be utilized within 25 feet of existing
structures.
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PROJECT IMPACTS AND MITIGATION
Construction Noise
A likely “worst‐case” construction noise scenario, including the simultaneous use of a dozer, an excavator, and
a backhoe operating between 25 and 150 feet from the property line, was modeled using the RCNM.
Assuming a usage factor of 40 percent for each piece of equipment, unmitigated noise levels have the
potential to reach 84.1 dBA Leq and 87.7 dBA Lmax at the nearest sensitive receptor during demolition and site
preparation. Construction noise will have a temporary or periodic increase in the ambient noise levels above
the existing condition within the project vicinity, but it is anticipated to occur during the permissible hours
according to the City’s Municipal Code which limits construction activities to between the hours of 7:00 AM
and 8:00 PM Monday through Saturday; or between the hours of 9:00 AM and 8:00 PM on Sunday or a
federal holiday. Adherence to these hours for construction activities, and implementation of the measures
included in the project description presented in Section 1 of this report, will minimize construction noise
impacts.
Noise Impacts to Off‐Site Receptors Due to project Generated Trips
The proposed project does not consist of a change in land use. It is not expected to result in substantial
increases in vehicle trips or increases in ambient noise levels associated with off‐site project related vehicle
trips.
Compliance with General Plan Stationary Noise Standards
As discussed previously, ambient noise levels were taken on the west side of the six‐foot wall separating the
car wash property from the adjacent single‐family properties. A deduction of 5 dB was taken to represent
noise levels at the adjacent single family homes to account for the reduction provided by the existing wall. As
described in the Caltrans Technical Noise Supplement (2013), due to the fact that the existing wall is one‐foot
in height above the standard noise receptor height (five‐feet) the wall can be expected to provide 5 dBA of
attenuation (Caltrans 2013). With this reduction, existing ambient noise levels at the residential land uses east
of the project site range between 57.1 and 63.3 dBA. Therefore, the daytime noise level limits at the
residential properties located directly east of the car wash tunnel exit would increase to 58 to 64 dBA Leq.
“Worst‐case” project only car wash peak hour operational noise levels are expected to range between 54.0
and 59.0 dBA at sensitive receptors and is not expected to violate the city’s daytime noise standard (See Table
8). When added to existing ambient noise levels, noise levels at the adjacent sensitive receptors would reach
up to 58.8 to 64.7 dBA Leq resulting in noise levels that would exceed the adjusted noise standard levels by
up to 1.0 dB Leq at NM2; and by less than 1 dB at NM1 and NM4. These increases would not be readily
noticeable (Caltrans 2013). Also, it is important to consider that these increases in noise levels would only
occur during peak hour operations. Further, due to the way logarithmic math works, in theory, it only takes
the addition of one additional noise source within 9 dB of the existing ambient noise level, in order to result
in an increase in 1 dB. The proposed car wash is proposed to operate seven days per week from 7:00 AM to
8:00 PM; therefore, it would not violate the City’s nighttime noise standard of 45 dBA Leq which applies
between the hours of 10:00 PM and 7:00 AM.
CEQA ‐ Increase in Ambient Noise Levels
Existing plus project peak hour operation of the proposed car wash is expected to result in noise levels ranging
between 58.8 to 64.7 dBA Leq at the adjacent sensitive receptors. Existing ambient noise levels at the
residential land uses east of the project site range between 57.1 and 63.3 dBA, and increases in ambient noise
levels due to the project, will not exceed 3 dB. The project would not result in substantial increases in ambient
noise levels.
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Construction Vibration
Project construction activities within 100 feet of the dwelling unit may result in groundborne vibration that is
annoying to sensitive receptors. Annoyance is expected to be short‐term, occurring only during site grading
and preparation. With regards to potential architectural damage to nearby structures, caution should be
utilized when vibratory rollers or large bulldozers are utilized within 25 of existing structures (if applicable).
The best management practices presented in Section 1 of this report will reduce potential impacts related to
groundborne vibration.
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1. INTRODUCTION
This section describes the purpose of this noise impact analysis, project location, proposed development, and
study area. Figure 1 shows the project location map and Figure 2 illustrates the project site plan.
PURPOSE AND OBJECTIVES
The purpose of this noise impact analysis is to provide an assessment of potential impacts resulting from the
development of the proposed Orange Express Car Wash project. The noise issues related to the proposed
land use and development have been evaluated in the context of the California Environmental Quality Act.
Although this is a technical report, every effort has been made to write the report clearly and concisely. To
assist the reader with those terms unique to noise analysis, a list of acronyms and a glossary of terms have
been provided in Appendix A and Appendix B of this report, respectively.
PROJECT DESCRIPTION
The site is currently occupied by an existing car wash, but the applicant will update the existing “old‐fashioned”
style car wash facility to a modern car wash facility. The project is proposed to have one car wash tunnel that
could accommodate multiple vehicles through different stages of the car wash. The proposed drive‐through
lane configuration provides queuing storage for approximately 30 vehicles from the three pay stations to the
project site entrance. There will be a drying area with 39 parking stalls that are equipped with vacuum posts
for vehicle interior cleaning and drying the vehicle exterior after the vehicles have traveled through the wash
tunnel. The proposed car wash is proposed to operate seven days a week from 7:00 AM to 8:00 PM. The car
wash is expected to generate 37 vehicle trips during the evening peak hour. The site plan is illustrated on
Figure 2.
Title 8 Health and Safety, Chapter 8.24 of the City of Orange Municipal Code regulates the timing of
construction activities and includes special provisions for sensitive land uses. Construction activities shall occur
only between the hours of 7:00 AM and 8:00 PM on any day except for Sunday or a federal holiday, or
between the hours of 9:00 AM and 8:00 PM on Sunday or a federal holiday.
In addition to conformance with the allowed hours of construction outlined above, the following best
management practices will be implemented during project construction:
1. During all project site excavation and grading on‐site, construction contractors shall equip all
construction equipment, fixed or mobile, with properly operating and maintained mufflers, consistent
with manufacturer standards.
2. The contractor shall place all stationary construction equipment so that emitted noise is directed away
from the noise sensitive receptors nearest the project site.
3. Equipment shall be shut off and not left to idle when not in use.
4. The contractor shall locate equipment staging in areas that will create the greatest distance between
construction‐related noise sources and sensitive receptors nearest the project site during all project
construction.
5. If applicable, large bulldozers and vibratory rollers will not be utilized within 25 feet of existing
structures.
1
2
3
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2. NOISE AND VIBRATION FUNDAMENTALS
NOISE FUNDAMENTALS
Sound is a pressure wave created by a moving or vibrating source that travels through an elastic medium such
as air. Noise is defined as unwanted or objectionable sound. The effects of noise on people can include
general annoyance, interference with speech communication, sleep disturbance, and in extreme
circumstances, hearing impairment.
A list of acronyms are presented in Appendix A, and commonly used noise terms are presented in Appendix
B. The unit of measurement used to describe a noise level is the decibel (dB). The human ear is not equally
sensitive to all frequencies within the sound spectrum. Therefore, the “A‐weighted” noise scale, which weights
the frequencies to which humans are sensitive, is used for measurements. Noise levels using A‐weighted
measurements are written dB(A) or dBA.
From the noise source to the receiver, noise changes both in level and frequency spectrum. The most obvious
is the decrease in noise as the distance from the source increases. The manner in which noise reduces with
distance depends on whether the source is a point or line source as well as ground absorption, atmospheric
effects and refraction, and shielding by natural and manmade features. Sound from point sources, such as air
conditioning condensers, radiates uniformly outward as it travels away from the source in a spherical pattern.
The noise drop‐off rate associated with this geometric spreading is 6 dBA per each doubling of the distance
(dBA/DD). Transportation noise sources such as roadways are typically analyzed as line sources, since at any
given moment the receiver may be impacted by noise from multiple vehicles at various locations along the
roadway. Because of the geometry of a line source, the noise drop‐off rate associated with the geometric
spreading of a line source is 3 dBA/DD.
Decibels are measured on a logarithmic scale, which quantifies sound intensity in a manner similar to the
Richter scale used for earthquake magnitudes. Thus, a doubling of the energy of a noise source, such as a
doubled traffic volume, would increase the noise levels by 3 dBA; halving of the energy would result in a 3
dBA decrease.
Because decibels are logarithmic units, sound pressure levels cannot be added or subtracted by ordinary
arithmetic means. For example, if one automobile produces a sound pressure level of 70 dB when it passes
an observer, two cars passing simultaneously would not produce 140 dB; they would combine to produce 73
dB. Table 1 can be used to estimate addition of noise sources of different sound levels.
Figure 3 shows the relationship of various noise levels to commonly experienced noise events.
Average noise levels over a period of minutes or hours are usually expressed as dBA Leq, or the equivalent
noise level for that period of time. For example, Leq(3) would represent a 3‐hour average. When no period is
specified, a one‐hour average is assumed.
Noise standards for land use compatibility are stated in terms of the Community Noise Equivalent Level
(CNEL) and the Day‐Night Average Noise Level (Ldn). CNEL is a 24‐hour weighted average measure of
community noise. CNEL is obtained by adding five decibels to sound levels in the evening (7:00 PM to 10:00
PM), and by adding ten decibels to sound levels at night (10:00 PM to 7:00 AM). This weighting accounts for
the increased human sensitivity to noise during the evening and nighttime hours. Ldn is a very similar 24‐hour
average measure that weights only the nighttime hours.
It is widely accepted that the average healthy ear can barely perceive changes of 3 dBA; that a change of 5
dBA is readily perceptible, and that an increase (decrease) of 10 dBA sounds twice (half) as loud. This definition
is recommended by the California Department of Transportation’s Technical Noise Supplement to the Traffic
Noise Analysis Protocol (2013).
4
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VIBRATION FUNDAMENTALS
The way in which vibration is transmitted through the earth is called propagation. Propagation of earthborn
vibrations is complicated and difficult to predict because of the endless variations in the soil through which
waves travel. There are three main types of vibration propagation: surface, compression and shear waves.
Surface waves, or Raleigh waves, travel along the ground’s surface. These waves carry most of their energy
along an expanding circular wave front, similar to ripples produced by throwing a rock into a pool of water.
Compression waves, or P‐waves, are body waves that carry their energy along an expanding spherical wave
front. The particle motion in these waves is longitudinal (i.e., in a “push‐pull” fashion). P‐waves are analogous
to airborne sound waves. Shear waves, or S‐waves, are also body waves that carry energy along an expanding
spherical wave front. However, unlike P‐waves, the particle motion is transverse or “side‐to‐side and
perpendicular to the direction of propagation”.
As vibration waves propagate from a source, the energy is spread over an ever‐increasing area such that the
energy level striking a given point is reduced with the distance from the energy source. This geometric
spreading loss is inversely proportional to the square of the distance. Wave energy is also reduced with
distance as a result of material damping in the form of internal friction, soil layering, and void spaces. The
amount of attenuation provided by material damping varies with soil type and condition as well as the
frequency of the wave.
Construction operations generally include a wide range of activities that can generate groundborne vibration.
Vibratory compactors or rollers, pile drivers, and pavement breakers can generate vibration levels that can be
annoying to people and possible at up to 60 feet and possibly result in architectural damage to normal
buildings with plastered walls and ceilings at a distance of 25 feet. Heavy trucks can also generate
groundborne vibrations, which can vary depending on vehicle type, weight, and pavement conditions.
Groundborne vibration associated with loaded trucks may result in vibration levels that are annoying at a
distance of 25 feet and could possibly result in architectural damage to normal buildings at a distance of 10
feet. Potholes, pavement joints, discontinuities, or the differential settlement of pavement all increase the
vibration levels from vehicles passing over a road surface. Construction vibration is normally of greater
concern than vibration from normal traffic flows on streets and freeways with smooth pavement conditions.
Typically, particle velocity or acceleration (measured in gravities) is used to describe vibration. Table 2 shows
the peak particle velocities (PPV) of some common construction equipment and Table 3 shows typical human
reactions to various levels of PPV as well as the effect of PPV on buildings.
5
When Two Decibel Values Differ by: Add This Amount to the Higher Value:Example:
0 or 1 dB 3 dB 70 + 69 = 73 dB
2 or 3 dB 2 dB 74 + 71 = 76 dB
4 to 9 dB 1 dB 66 + 60 = 67 dB
10 dB or more 0 dB 65 + 55 = 65 dB
Notes:
(1) Technical Noise Supplement to the Traffic Noise Analysis Protocol, California Department of Transportation, 2013.
Table 1
Decibel Addition1
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at 25 feet at 50 feet at 100 feet
0.202 0.071 0.025
0.210 0.074 0.026
0.089 0.031 0.011
0.089 0.031 0.011
0.089 0.031 0.011
0.076 0.027 0.010
0.035 0.012 0.004
0.003 0.001 0.0004
(1)
(2)
Table 2
Construction Equipment Vibration Source Levels
Notes:
Bold values are considered annoying to people.
Peak Partical Velocity (inches per second)2
Source: Federal Transit Administration: Transit Noise and Vibration Impact Assessment, 2006.
Equipment
Clam Shovel Drop (slurry wall)
Vibratory Roller
Hoe Ram
Large Bulldozer
Caisson Drilling
Loaded Trucks
Jackhammer
Small Bulldozer
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Threshold of perception, possibility of intrusion Vibrations unlikely to cause damage of any
type
Vibrations readily perceptible
Recommended upper level of vibration to
which ruins and ancient monuments should be
subjected
Level at which continuous vibration begins to
annoy people
Virtually no risk of “architectural” (i.e., not
structural) damage to normal buildings
Vibrations annoying to people in buildings
Threshold at which there is a risk to
“architectural” damage to normal dwelling –
houses with plastered walls and ceilings
Vibrations considered unpleasant by people
subjected to continuous vibrations and
unacceptable to some people walking on
bridges
Vibrations at a greater level than normally
expected from traffic, but would cause
“architectural” damage and possibly minor
structural damage
(1)Source: California Department of Transportation. Transportation and Construction Vibration Guidance Manual, Chapter 6 Tables 5 and 12,
September 2013.
Human Reaction
0.08 in/sec
0.10 in/sec
0.20 in/sec
0.4–0.6 in/sec
Notes:
Table 3
Typical Human Reaction and Effect on Buildings Due to Groundborne Vibration
Peak Particle Velocity (PPV)
Vibration Level
0.006–0.019 in/sec
Effect on Buildings
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3. EXISTING NOISE ENVIRONMENT
EXISTING LAND USES AND SENSITIVE RECEPTORS
The project site is bordered by North Tustin Street to the west; commercial uses to the south and north; and
single‐family detached and multi‐family attached residential dwelling units to the east. There is an existing
concrete wall that ranges between two and six feet in height. The wall tapers up in height on the northern
and southern project boundaries from N. Tustin Street to the eastern property line. The existing barrier is six
feet in height along the eastern project boundary.
The State of California defines sensitive receptors as those land uses that require serenity or are otherwise
adversely affected by noise events or conditions. Schools, libraries, churches, hospitals, single and multiple‐
family residential, including transient lodging, motels and hotel uses make up the majority of these areas.
Sensitive receptors that may be affected by project generated noise include the single‐family detached and
multi‐family attached residential dwelling units to the east.
AMBIENT NOISE MEASUREMENTS
An American National Standards Institute (ANSI Section SI4 1979, Type 1) Larson Davis model LxT sound
level meter was used to document existing ambient noise levels. In order to document existing ambient noise
levels in the project area, three (3) 10‐minute daytime noise measurements were taken between 2:06 PM and
2:44 PM on August 9, 2018. Field worksheets and noise measurement output data are included in Appendix
C.
As shown on Figure 4, the noise measurements were taken near the residential dwelling units located to the
east. Table 4 provides a summary of the measured ambient noise data. Existing measured ambient noise levels
(without operation of the existing car wash) range between 62.1 and 68.3 dBA at adjacent sensitive receptors.
Because the ambient noise levels were taken on the west side of the six‐foot wall separating the car wash
property from the adjacent single‐family properties, a deduction of 5 dB must be taken to represent noise
levels at the adjacent single family homes. As described in the Caltrans Technical Noise Supplement (2013),
due to the fact that the existing wall is only 1 foot in height above the standard noise receptor height (five‐
feet), the wall can be expected to provide 5 dBA of attenuation (Caltrans 2013). Therefore, existing ambient
noise levels at the residential land uses east of the project site range between 57.1 and 63.3 dBA.
10
Time Started Leq Lmax L(2) L(8) L(25) L(50)
2:11 PM 62.1 66.7 66.0 64.5 63.0 61.7
2:15 PM 65.4 68.1 67.1 66.2 65.7 65.4
2:26 PM 66.2 76.6 72.7 68.7 66.1 64.9
2:39 PM 68.3 78 73.4 71.7 69.6 67.4
(1)
(2)Noise measurements performed on August 9, 2018.
Table 4
Short‐Term Noise Measurement Summary (dBA)1,2
Site Location
NM1
NM4
Notes:
Daytime
See Figure 5 for noise measurement locations. Each noise measurement was performed over a 10‐minute duration.
NM2
NM3
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(62.1)
(65.4)
(66.2)
(68.3)
12
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4. REGULATORY SETTING
FEDERAL REGULATION
Federal Noise Control Act of 1972
The U.S. Environmental Protection Agency (EPA) Office of Noise Abatement and Control was originally
established to coordinate federal noise control activities. After its inception, EPA’s Office of Noise Abatement
and Control issued the Federal Noise Control Act of 1972, establishing programs and guidelines to identify
and address the effects of noise on public health, welfare, and the environment. In response, the EPA
published Information on Levels of Environmental Noise Requisite to Protect Public Health and Welfare with
an Adequate Margin of Safety (Levels of Environmental Noise). The Levels of Environmental Noise
recommended that the Ldn should not exceed 55 dBA outdoors or 45 dBA indoors to prevent significant
activity interference and annoyance in noise‐sensitive areas.
In addition, the Levels of Environmental Noise identified five (5) dBA as an “adequate margin of safety” for a
noise level increase relative to a baseline noise exposure level of 55 dBA Ldn (i.e., there would not be a
noticeable increase in adverse community reaction with an increase of five dBA or less from this baseline
level). The EPA did not promote these findings as universal standards or regulatory goals with mandatory
applicability to all communities, but rather as advisory exposure levels below which there would be no risk to
a community from any health or welfare effect of noise.
In 1981, EPA administrators determined that subjective issues such as noise would be better addressed at
lower levels of government. Consequently, in 1982 responsibilities for regulating noise control policies were
transferred to State and local governments. However, noise control guidelines and regulations contained in
EPA rulings in prior years remain in place by designated Federal agencies, allowing more individualized control
for specific issues by designated Federal, State, and local government agencies.
STATE REGULATIONS
State of California General Plan Guidelines 2017
Though not adopted by law, the State of California General Plan Guidelines 2017, published by the California
Governor’s Office of Planning and Research (OPR) (OPR Guidelines), provide guidance for the compatibility
of projects within areas of specific noise exposure. The OPR Guidelines identify the suitability of various types
of construction relative to a range of outdoor noise levels and provide each local community some flexibility
in setting local noise standards that allow for the variability in community preferences. Findings presented in
the Levels of Environmental Noise Document (EPA 1974) influenced the recommendations of the OPR
Guidelines, most importantly in the choice of noise exposure metrics (i.e., Ldn or CNEL) and in the upper limits
for the Normally Acceptable outdoor exposure of noise‐sensitive uses. The City of Orange has adopted their
own land use/noise compatibility guidelines (Table 5).
California Environmental Quality Act
Appendix G of the California Environmental Quality Act Guidelines establishes thresholds for noise impact
analysis. Two of these standards apply to what is referred to as a "substantial increase" in ambient noise
levels. The California Environmental Quality Act does not identify a specific numerical increase as a
“substantial increase.” Industry‐accepted standards for what is considered to be a “substantial increase” range
from 3 dB to 12 dB. It should be noted that a change of 3 dB is considered to be “barely perceptible” to a
trained ear and that a change of 5 dB is considered to be a readily perceptible change.
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The City of Orange General Plan Noise Element states that, in addition to the maximum allowable noise level
standards (Tables 5 and 6), an increase in ambient noise levels is assumed to be a significant noise impact if a
project causes ambient noise levels to exceed the following:
Where the existing ambient noise level is less than 65 dBA, a project related permanent increase in
ambient noise levels of 5 dBA CNEL or greater.
Where the existing ambient noise level is greater than 65 dBA, a project related permanent increase in
ambient noise levels of 3 dBA CNEL or greater.
California Department of Transportation
The California Department of Transportation, Transportation and Vibration Guidance Manual, recommends a
maximum vibration level standard of 0.2 in/sec PPV for the prevention of structural damage to typical
residential buildings.
LOCAL REGULATIONS
City of Orange General Plan
Applicable policies and standards governing environmental noise in the City are set forth in the General Plan
Noise Element. The applicable goals and policies are presented below:
Goal 1.0 Promote a pattern of land uses compatible with current and future noise levels.
Policy 1.1 Consider potential excessive noise levels when making land use planning decisions.
Policy 1.2 Encourage new development projects to provide sufficient spatial buffers to separate
excessive noise generating land uses and noise‐sensitive land uses.
Policy 1.4 Ensure that acceptable noise levels are maintained near noise‐sensitive uses.
Policy 1.5 Reduce impacts of high‐noise activity centers located near residential areas.
Policy 1.6 Require an acoustical study for proposed developments in areas where the existing and
projected noise level exceeds or would exceed the maximum allowable levels identified in
Table 5. The acoustical study shall be performed in accordance with the requirements set
forth within this Noise Element.
Goal 2.0 Minimize vehicular traffic noise in residential areas and near noise‐sensitive land uses.
Policy 2.1 Encourage noise‐compatible land uses along existing and future roadways, highways, and
freeways.
Policy 2.2 Encourage coordinated site planning and traffic control measures that minimize traffic noise
in noise‐sensitive land use areas.
Goal 7.0 Minimize construction, maintenance vehicle, and nuisance noise in residential areas and near
noise‐sensitive land uses.
Policy 7.2 Require developers and contractors to employ noise minimizing techniques during
construction and maintenance operations
Policy 7.3 Limit the hours of construction and maintenance operations located adjacent to noise‐
sensitive land uses.
Policy 7.4 Encourage limitations on the hours of operations and deliveries for commercial, mixed‐use,
and industrial uses abutting residential zones.
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City of Orange Municipal Ordinance
Title 8 Health and Safety, Chapter 8.24 of the City Municipal Code regulates the timing of construction
activities and includes special provisions for sensitive land uses. Construction activities shall occur only
between the hours of 7:00 AM and 8:00 PM on any day except for Sunday or a federal holiday, or between
the hours of 9:00 AM and 8:00 PM on Sunday or a federal holiday. Noise generated outside of the hours
specified are subject to the noise standards identified in Table D of Chapter 8.24. The City Noise Element and
Municipal Code do not provide specific vibration impact criteria associated with construction activities;
therefore, Federal Transit Administration criteria will be used within this analysis.
15
Designations Uses Interior1,3 Exterior2
Single‐family, duplex, and multiple family 45 65
Mobile home park N/A 65
Single‐family 45 65
Mobile home park N/A 65
Multiple‐family, mixed‐use 45 654,5
Transient lodging‐ motels, hotels 45 65
Sports arenas, outdoor spectator sports N/A N/A
Auditoriums, concert halls, amphitheaters 45 N/A
Office buildings, business, commercial and
professional 50 N/A
Light Industrial
Industrial Manufacturing, utilities, agriculture N/A N/A
Schools, nursing homes, day care facilities,
hospitals, convalescent facilities, dormitories 45 65
Government Facilities‐ offices, fire stations,
community buildings 45 N/A
Places of Worship, Churches 45 N/A
Libraries 45 N/A
Utilities N/A N/A
Cemeteries N/A N/A
Playgrounds, neighborhood parks N/A 70
Golf courses, riding stables, water recreation,
cemeteries N/A N/A
Notes:
(1) Source: City of Orange General Plan Noise Element Table N‐3, 2010.
Recreation Commercial
Open Space
Open Space‐Park
Open Space‐Ridgeline
Resource Area
Notes:
(1) Interior habitable environment excludes bathrooms, closets and corridors.
(2) Exterior noise level standard to be applied at outdoor activity areas; such as private yards, private patio or balcony of a multi‐family
residence. Where the location of an outdoor activity area is unknown or not applicable, the noise standard shall be applied inside the
property line of the receiving land use.
(3) Interior noise standards shall be satisfied with windows in the closed position. Mechanical ventilation shall be provided per Uniform
Building Code (UBC) requirements.
Medium Density Residential Neighborhood
Mixed‐use
Neighborhood Office Professional
Old Towne Mixed‐use
General Commercial
Yorba Commercial Overlay
Urban Mixed‐use
Urban Office Professional
Public Facilities and Institutions
(4) Within the Urban Mixed‐Use, Neighborhood Mixed‐Use, Old Towne Mixed‐use, and Medium Density Residential land use
designations, exterior space standards apply only to common outdoor recreational areas.
(5) Within Urban Mixed‐Use and Medium Density Residential land use designations, exterior noise levels on private patios or balconies
located within 250 feet of freeways (I‐5, SR‐57, SR‐55, SR‐22, or SR‐241) and Smart Streets and Principal Arterials identified in the
Circulation & Mobility Element that exceed 70 dB should provide additional common open space.
N/A = Not Applicable to specified land use category or designation.
Table 5
City of Orange Maximum Noise Exposure ‐ Transportation Sources 1
Land Use CNEL (dBA)
Estate Low Density Residential
Low Density Residential
Low Medium Density Residential
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Noise Level Descriptor Daytime (7 AM to 10 PM)Nighttime (10 PM to 7 AM)
Hourly Equivalent Level (Leq, dBA)55 45
Maximum Level (Lmax, dBA)70 65
Notes:
(1) Source: City of Orange General Plan Noise Element Table N‐4, 2010.
(3) No standards have been included for interior noise levels. Standard construction practices that comply with the exterior
noise levels identified in this table generally result in acceptable interior noise levels.
(4) The City may impose noise level standards which are more or less restrictive than those specified above based upon
determination of existing low or high ambient noise levels. If the existing ambient noise level exceeds the this table, then the
noise level standards shall be increased at 3 dB increments to encompass the ambient environment. Noise level standards
incorporating adjustments for existing ambient noise levels shall not exceed a maximum of 70 dB Leq.
Table 6
City of Orange Maximum Allowable Residential Noise Exposure ‐ Stationary Noise Sources 1
Notes:
(1) These standards apply to new or existing noise sensitive land uses affected by new or existing non‐transportation noise
sources, as determined at the outdoor activity area of the receiving land use. However, these noise level standards do not apply
to residential units established in conjunction with industrial or commercial uses (e.g., caretaker dwellings).
(2) Each of the noise levels specified above should be lowered by five dB for simple tone noises, noises consisting primarily of
speech or music, or for recurring impulsive noises. Such noises are generally considered by residents to be particularly annoying
and are a primary source of noise complaints. These noise level standards do not apply to residential units established in
conjunction with industrial or commercial uses (e.g. caretaker dwellings).
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5. ANALYTICAL METHODOLOGY AND MODEL PARAMETERS
This section discusses the analysis methodologies used to assess noise impacts.
NOISE MODELING AND INPUT
FHWA Roadway Construction Noise Model
A “worst‐case” construction noise scenario was modeled using a version of the Federal Highway Administration’s
Roadway Construction Noise Model (RCNM). RCNM utilizes standard noise emission levels for many different
types of equipment and includes utilization percentage, impact, and shielding parameters. Noise modeling input
parameters and output are provided in Appendix D.
SoundPLAN
The SoundPLAN acoustical modeling software was utilized to model project operational worst‐case stationary
noise impacts from the proposed project to adjacent sensitive uses (e.g., residences). SoundPLAN is capable
of evaluating stationary noise sources (e.g., parking lots, drive‐thru menus, carwash equipment, vacuums, etc.)
and much more. The SoundPLAN software utilizes algorithms (based on the inverse square law) to calculate
noise level projections. The software allows the user to input specific noise sources, spectral content, sound
barriers, building placement, topography, and sensitive receptor locations. In addition to the information
provided below, representative noise level data is provided in Appendix E and noise modeling input and
outputs assumptions are provided in Appendix F.
Peak hour operational noise levels were modeled utilizing the SoundPLAN model. Modeled noise sources
include carwash noise, vehicle movement and queuing, vacuums, and vacuuming areas. Sound level data
provided by the manufacturer, representative noise measurement, and California Vehicle Noise Emission was
utilized to model project operational conditions. This data is provided in Appendix E. Each noise reference
level was converted to a sound power level by using the SoundPLAN noise model to calibrate. As the noisiest
maximum events are associated with the components in this analysis (blowers/dryers and outdoor
vacuum/blowers), the modeling results also apply to the maximum noise level standards.
Carwash
The proposed drying system will by far be the loudest noise source associated with the car wash tunnel. For
modeling purposes, it was assumed that the carwash and all vacuum stations were operating continuously for
the entire peak hour. Sound data for the drying system that was provided by the manufacturer was utilized in
the SoundPLAN model to model the propagation of car wash noise. Specifically, fifteen (15) 15‐horsepower
blowers were modeled with a sound pressure level of 95.8 dBA Leq at a distance of one foot. The noise
reference data is provided in Appendix E. Eighty (80.0) dBA Leq was utilized to represent the noise level at
the entrance to the car wash.
In addition to other tunnel equipment that is not acoustically significant, a 1,000 kva transformer will be
installed inside an equipment room located within the car wash tunnel. Per a representative noise level
measurement (provided in Appendix F), a 1,000 kva transformer is expected to generate 62.5 dBA Leq at a
distance of 2 feet. The transformer will not result in an increase in noise levels generated by the car wash
blowers, nor is it expected to be readily audible outside of the tunnel and equipment room.
Vacuum System
The “producers” are the noisy portion of the vacuum system. The existing outdoor producer will be removed
and two new producers (one 40 hp and one 60 hp) will be installed in an on‐site concrete building. Sound
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level data for the new producers is provided in Apppendix F. For modeling purposes, it was assumed that the
producers were operating continuously for the entire peak hour.
When both are simultaneously operating inside the concrete building, they can be expected to reach a sound
power level of 62 dBA Leq at a distance of ten feet, while within an enclosed building, per data provided by
the manufacturer (see Appendix E), they will not contribute noticeably to the overall noise levels associated
with the carwash.
A hose system will extend from these housed systems and hose ends will be available within the
parking/vacuum area. A point noise source of 76.8 dB at a distance of 3 feet was assigned to each vacuum
station to represent noise associated with general vacuuming activities. This noise level was collected at a Fast
Five Car Wash in the City of Murrieta, California on November 7th, 2017. The measured 76.8 dB at 3 feet
noise level is an average of three (3) five‐minute noise measurements taken while an cleaning the front seat
area of their car (Kunzman Associates, 2017). For modeling purposes, it was assumed that all of the vacuum
stations were being utilized 75 percent of the entire peak hour.
Parking Lot/Vehicle Movement and Queuing
Using the regression equation 5.2+38.8Log10 (Speed, mph), where speed is 5 miles per hour, provided in the
California Department of Transportation Use of California Noise Reference Energy Mean Emission Levels in
STAMINA2.0 FHWA Highway Traffic Noise Prediction Program (Caltrans 1995) noise associated with slow
moving vehicles in the driveway areas are not expected to exceed 32 dBA Leq (Caltrans 1995) and would not
be noticeable over other car wash noise sources. In order to model the potential for loud music emanating
from customer vehicles (75 dBA at 1 feet), several moving point sources were assigned along the driveway
and queuing lines (See Figure 5). For modeling purposes, it was assumed that traffic along the driveway and
queuing lines was continuous during the entire peak hour, and that loud music associated with music playing
in vehicles would occur at six different locations for a fifteen minute period each, during the peak hour.
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6. IMPACT ANALYSIS
This impact discussion analyzes the potential for project construction noise and operational noise to cause an
exposure of person to or generation of noise levels in excess of established City of Orange noise standards
related to construction noise, transportation, and stationary related noise impacts caused by the proposed
project.
CONSTRUCTION NOISE
Existing single‐family detached residential dwelling units to the east and commercial land uses to the west of
the proposed project may be temporarily affected by short‐term noise impacts associated with the transport
of workers, the movement of construction materials to and from the project site, ground clearing, excavation,
grading, and building activities.
Typical noise sources and noise levels associated with demolition and construction activities are shown in
Table 7. Typical operating cycles for these types of construction equipment may involve one or two minutes
of full power operation followed by three to four minutes at lower power settings. Project generated
construction noise will vary depending on the construction process, type of equipment involved, location of
the construction site with respect to sensitive receptors, the schedule proposed to carry out each task (e.g.,
hours and days of the week) and the duration of the construction work.
A likely “worst‐case” construction noise scenario, including the simultaneous use of a dozer, an excavator, and
a backhoe operating between 25 and 150 feet from the property line, was modeled using the RCNM.
Assuming a usage factor of 40 percent for each piece of equipment, unmitigated noise levels have the
potential to reach 84.1 dBA Leq and 87.7 dBA Lmax at the nearest sensitive receptor during demolition and site
preparation. RCNM worksheets are provided in Appendix D.
Construction noise will have a temporary or periodic increase in the ambient noise levels above the existing
condition within the project vicinity, but it is anticipated to occur during the permissible hours according to
the City’s Municipal Code which limits construction activities to between the hours of 7:00 AM and 8:00 PM
Monday through Saturday; or between the hours of 9:00 AM and 8:00 PM on Sunday or a federal holiday.
Adherence to these hours for construction activities, and implementation of the measures included in the
project description presented in Section 1 of this report, will minimize construction noise impacts.
NOISE IMPACTS TO OFF‐SITE RECEPTORS DUE TO PROJECT GENERATED TRIPS
The proposed project does not consist of a change in land use. It is not expected to result in substantial
increases in vehicle trips or increases in ambient noise levels associated with off‐site project related vehicle
trips.
NOISE IMPACTS TO OFF‐SITE RECEPTORS DUE TO ON‐SITE OPERATIONAL NOISE
Sensitive receptors that may be affected by project operational noise include the single‐family detached and
multi‐family attached residential dwelling units located east of the proposed project. Project operational noise
levels at adjacent properties and nearby residential and commercial land uses are shown on Figures 5 and 6.
Compliance with General Plan Stationary Noise Standards
The stationary exterior noise standards set forth in the City’s General Plan Noise Element are 55 dBA Leq at
the property line of residential land uses between the hours of 7:00 AM and 10:00 PM and 45 dBA Leq
between the hours of 10:00 PM and 7:00 AM. However, per footnote 4 of Table 6, the City may impose
noise level standards which are more or less restrictive than those specified above based upon determination
of existing low or high ambient noise levels. If the existing ambient noise level exceeds the values on this
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table, then the noise level standards shall be increased at 3 dB increments to encompass the ambient
environment. Noise level standards incorporating adjustments for existing ambient noise levels shall not
exceed a maximum of 70 dB Leq.
As discussed previously, ambient noise levels were taken on the west side of the six‐foot wall separating the
car wash property from the adjacent single‐family properties. A deduction of 5 dB was taken to represent
noise levels at the adjacent single family homes to account for the reduction provided by the existing wall. As
described in the Caltrans Technical Noise Supplement (2013), due to the fact that the existing wall is one‐foot
in height above the standard noise receptor height (five‐feet) the wall can be expected to provide 5 dBA of
attenuation (Caltrans 2013). With this reduction, existing ambient noise levels at the residential land uses east
of the project site range between 57.1 and 63.3 dBA. Therefore, the daytime noise level limits at the
residential properties located directly east of the car wash tunnel exit would increase to 58 to 64 dBA Leq.
“Worst‐case” project only car wash peak hour operational noise levels are expected to range between 54.0
and 59.0 dBA at sensitive receptors and is not expected to violate the city’s daytime noise standard (See Table
8). When added to existing ambient noise levels, noise levels at the adjacent sensitive receptors would reach
up to 58.8 to 64.7 dBA Leq resulting in noise levels that would exceed the adjusted noise standard levels by
up to 1.0 dB Leq at NM2; and by less than 1 dB at NM1 and NM4. These increases would not be readily
noticeable (Caltrans 2013). Also, it is important to consider that these increases in noise levels would only
occur during peak hour operations. Further, due to the way logarithmic math works, in theory, it only takes
the addition of one additional noise source within 9 dB of the existing ambient noise level, in order to result
in an increase in 1 dB. The proposed car wash is proposed to operate seven days per week from 7:00 AM to
8:00 PM; therefore, it would not violate the City’s nighttime noise standard of 45 dBA Leq which applies
between the hours of 10:00 PM and 7:00 AM.
CEQA ‐ Increase in Ambient Noise Levels
Existing plus project peak hour operation of the proposed car wash is expected to result in noise levels ranging
between 58.8 to 64.7 dBA Leq at the adjacent sensitive receptors. As discussed above, a deduction of 5 dB
must be taken to represent the existing noise levels at the adjacent single family homes. Therefore, existing
ambient noise levels at the residential land uses east of the project site range between 57.1 and 63.3 dBA,
and increases in ambient noise levels due to the project, will not exceed 3 dB. The project would not result in
substantial increases in ambient noise levels.
VIBRATION IMPACTS
This impact discussion analyzes the potential for the proposed project to cause an exposure of persons to or
generation of excessive groundborne vibration or groundborne noise levels. Vibration levels in the project
area may be influenced by construction. As shown in Table 2, groundborne vibration is annoying to people
in buildings at 0.20 Peak Particle Velocity (PPV) and may cause architectural damage and possible minor
structural damage at PPV levels between 0.4 and 0.6.
Construction Vibration
There are several types of construction equipment that can cause vibration levels high enough to annoy
persons in the vicinity and/or result in architectural or structural damage to nearby structures and
improvements. For example, a vibratory roller could generate up to 0.21 PPV at a distance of 25 feet; and
operation of a large bulldozer (0.089 PPV) at a distance of 25 feet (two of the most vibratory pieces of
construction equipment). Groundborne vibration at sensitive receptors associated with this equipment would
drop off as the equipment moves away. For example, as the vibratory roller moves further than 100 feet from
a sensitive receptor, the vibration associated with it would drop below 0.0026 PPV. It should be noted that
these vibration levels are reference levels and may vary slightly depending upon soil type and specific usage
of each piece of equipment.
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Annoyance to Persons
The primary effect of perceptible vibration is often a concern. However, secondary effects, such as the rattling
of a china cabinet, can also occur, even when vibration levels are well below perception. Any effect (primary
perceptible vibration, secondary effects, or a combination of the two) can lead to annoyance. The degree to
which a person is annoyed depends on the activity in which they are participating at the time of the
disturbance. For example, someone sleeping or reading will be more sensitive than someone who is running
on a treadmill. Re‐occurring primary and secondary vibration effects often lead people to believe that the
vibration is damaging their home, although vibration levels are well below minimum thresholds for damage
potential.
As shown in Table 2 vibration can be annoying to people in buildings at a peak particle PPV of 0.20. Project
construction activities within 100 feet of the dwelling unit may result in groundborne vibration that is annoying
to sensitive receptors. Annoyance is expected to be short‐term, occurring only during site grading and
preparation. The best management practices presented in Section 1 of this report will reduce potential
impacts related to annoyance.
Architectural Damage
Vibration generated by construction activity has the potential to damage structures if highly vibratory
equipment (a vibratory roller or a large bulldozer) is utilized within 25 feet of a structure. This damage could
be structural damage, such as cracking of floor slabs, foundations, columns, beams, or wells, or cosmetic
architectural damage, such as cracked plaster, stucco, or tile.
Table 2 identifies PPV levels between 0.4 and 0.6 as vibration levels greater than normally expected from
vehicular traffic, but may cause “architectural” damage and possible minor structural damage. Caution should
be utilized if vibratory equipment is utilized within 25 feet of the property line. The best management practices
presented in Section 1 of this report will reduce potential impacts related to groundborne vibration to less
than significant.
22
Range of Maximum Suggested Maximum
Sound Levels Measured Sound Levels for Analysis
Type of Equipment (dBA at 50 feet) (dBA at 50 feet)
Rock Drills 83‐99 96
Jack Hammers 75‐85 82
Pneumatic Tools 78‐88 85
Pumps 74‐84 80
Dozers 77‐90 85
Scrapers 83‐91 87
Haul Trucks 83‐94 88
Cranes 79‐86 82
Portable Generators 71‐87 80
Rollers 75‐82 80
Tractors 77‐82 80
Front‐End Loaders 77‐90 86
Hydraulic Backhoe 81‐90 86
Hydraulic Excavators 81‐90 86
Graders 79‐89 86
Air Compressors 76‐89 86
Trucks 81‐87 86
Notes:
Table 7
Typical Construction Equipment Noise Levels 1
(1) Source: Bolt, Beranek & Newman; Noise Control for Buildings and Manufacturing Plants, 1987.
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Receiver
Location1
Existing Measured
Noise Level
Existing Noise Levels
With 5 dB Wall
Reduction
Modified Noise
Standard2
Modeled
Operational
Noise Levels1
Existing Plus Project
Noise Levels Increase
Amount Exceeds
Modified Noise
Ordinance
1 62.1 57.1 58 54.0 58.8 1.7 0.8
2 65.4 60.4 61 57.0 62.0 0.9 1.0
3 66.2 61.2 64 59.0 63.2 0.9 0.0
4 68.3 63.3 64 59.0 64.7 0.6 0.7
Notes:
Table 8
Comparison of Existing and Project Operational Noise Levels
(1) Receiver locations and modeled operational noise levels are shown on Figure 5.
(2) Per the City of Orange General Plan, if the existing ambient noise level exceeds the standards set forth in Table 6 then the noise level standards shall be
increased at 3 dB increments to encompass the ambient environment.
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54
57
59
59
76
95
82
Figure 5
Orange Car Wash
Operational Noise Levels
Peak Hour
Signs and symbols
Existing 3-6 FT Wall
Buildings
Receiver
Point Sources (Car Wash Exit/Entrance,
Client Vacuum/Compressed Air Stations,
Car Radios, Transformer, and Vacuum
Producer
Queing Line and Driveway
Area source
Emanating from Equipment Room
Noise Levels, dBA Leq
1 5750
2 5851
3 5952 Noise Levels
1 : 75
0 20 40 80 120 160feet
25
Figure 6
Orange Car Wash
Operational Noise Level Contours
Peak Hour
Signs and symbols
Existing 3-6 FT Wall
Buildings
Point Sources (Car Wash Exit/Entrance,
Client Vacuum/Compressed Air Stations,
Car Radios, Transformer, and Vacuum
Producer
Queing Line and Driveway
Area source
Emanating from Equipment Room
Levels in dB(A) Leq
<=60
60 -61
61 -62
62 -63
63 -64
64 -65
>65
1 : 75
0 20 40 80 120 160feet
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7. REFERENCES
Bolt, Beranek & Newman
1987 Noise Control for Buildings and Manufacturing Plants.
California Department of Transportation
2013 Technical Noise Supplement to the Traffic Noise Analysis Protocol.
Environmental Protection Agency
1974 "Information on Levels of Environmental Noise Requisite to Protect Public Health And Welfare with
an Adequate Margin of Safety," EPA/ONAC 550/9‐74‐004, March, 1974.
Harris, Cyril M.
1991 Handbook of Acoustical Measurement and Noise Control. Acoustical Society of America. Woodbury,
N.Y.
Office of Planning and Research
2017 State of California General Plan Guidelines
Orange, City of
2010 Orange General Plan. March.
2017 City of Orange Municipal Code.
Riverside, County of
2009 County of Riverside Industrial Hygiene Guidelines for Determining and Mitigating Traffic Noise
Impacts to Residential Structures and County.
2001 General Plan, Chapter 4, Figure C‐3 "Link Volume Capacities/Level of Service for Riverside County
Roadways".
U.S. Department of Transportation.
2006 FHWA Roadway Construction Noise Model User’s Guide. January.
27
APPENDICES
Appendix A List of Acronyms
Appendix B Definitions of Acoustical Terms
Appendix C Noise Measurement Field Worksheets
Appendix D RCNM Noise Modeling Output
Appendix E Representative Sound Level Data
Appendix F SoundPLAN Input and Output
Apx - 1
APPENDIX A
LIST OF ACRONYMS
Apx - 2
Term Definition
ADT
ANSI
CEQA
CNEL
D/E/N
dB
dBA or dB(A)
dBA/DD
dBA Leq
EPA
FHWA
L02,L08,L50,L90
DNL
Leq(x)
Leq
Lmax
Lmin
LOS C
OPR
PPV
RCNM
REMEL
RMS
Average Daily Traffic
American National Standard Institute
California Environmental Quality Act
Community Noise Equivalent Level
Day / Evening / Night
Decibel
Decibel "A‐Weighted"
Decibel per Double Distance
Average Noise Level over a Period of Time
Environmental Protection Agency
Federal Highway Administration
A‐weighted Noise Levels at 2 percent, 8 percent, 50 percent, and 90 percent,
respectively, of the time period
Day‐Night Average Noise Level
Equivalent Noise Level for '"x" period of time
Equivalent Noise Level
Maximum Level of Noise (measured using a sound level meter)
Minimum Level of Noise (measured using a sound level meter)
Level of Service C
California Governor's Office of Planning and Research
Peak Particle Velocities
Road Construction Noise Model
Reference Energy Mean Emission Level
Root Mean Square
Apx - 3
APPENDIX B
DEFINITIONS OF ACOUSTICAL TERMS
Apx - 4
Term Definition
Ambient Noise Level
The all‐encompassing noise environment associated with a given environment, at a specified time,
usually a composite of sound from many sources, at many directions, near and far, in which
usually no particular sound is dominant.
A‐Weighted Sound
Level, dBA
The sound level obtained by use of A‐weighting. The A‐weighting filter de‐emphasizes the very
low and very high frequency components of the sound in a manner similar to the frequency
response of the human ear.
CNEL
Community Noise Equivalent Level. CNEL is a weighted 24‐hour noise level that is obtained by
adding five decibels to sound levels in the evening (7:00 PM to 10:00 PM), and by adding ten
decibels to sound levels at night (10:00 PM to 7:00 AM). This weighting accounts for the increased
human sensitivity to noise during the evening and nighttime hours.
Decibel, dB
A logarithmic unit of noise level measurement that relates the energy of a noise source to that of
a constant reference level; the number of decibels is 10 times the logarithm (to the base 10) of
this ratio.
DNL, Ldn
Day Night Level. The DNL, or Ldn is a weighted 24‐hour noise level that is obtained by adding ten
decibels to sound levels at night (10:00 PM to 7:00 AM). This weighting accounts for the
increased human sensitivity to noise during the nighttime hours.
Equivalent Continuous
Noise Level, Leq
A level of steady state sound that in a stated time period, and a stated location, has the same A‐
weighted sound energy as the time‐varying sound.
Fast/Slow Meter
Response
The fast and slow meter responses are different settings on a sound level meter. The fast
response setting takes a measurement every 100 milliseconds, while a slow setting takes one
every second.
Frequency, Hertz In a function periodic in time, the number of times that the quantity repeats itself in one second
(i.e., the number of cycles per second).
L02, L08, L50, L90 The A‐weighted noise levels that are equaled or exceeded by a fluctuating sound level, 2 percent,
8 percent, 50 percent, and 90 percent of a stated time period, respectively.
Lmax, Lmin
Lmax is the RMS (root mean squared) maximum level of a noise source or environment measured
on a sound level meter, during a designated time interval, using fast meter response. Lmin is the
minimum level.
Offensive/ Offending/
Intrusive Noise
The noise that intrudes over and above the existing ambient noise at a given location. The relative
intrusiveness of sound depends on its amplitude, duration, frequency, and time of occurrence, and
tonal information content as well as the prevailing ambient noise level.
Root Mean Square
(RMS)
A measure of the magnitude of a varying noise source quantity. The name derives from the
calculation of the square root of the mean of the squares of the values. It can be calculated from
either a series of lone values or a continuous varying function.
Apx - 5
APPENDIX C
NOISE MEASUREMENT FIELD WORKSHEETS
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Noise Measurement Field DataProject Name:Date:Project #:Noise Measurement #:Technician:Weather:Settings:SLOW FASTTemperature: 95 deg FWind: 5-10 mphHumidity:34%Terrain:Start Time:2:06 PMEnd Time:2:11 PMRun Time:10 MINLeq:62.1 dBLmax66.7 dBL266.0 dBL864.5 dBL2563.0 dBL5061.7 dBNOISE METER:CALIBRATOR:MAKE:MAKE:MODEL:MODEL:SERIAL NUMBER:SERIAL NUMBER:FACTORY CALIBRATION DATE:FIELD CALIBRATION DATE: 9 August 2018Ian GallagherNearest Address or Cross Street:Oasis Car Wash 387 North Tustin Street , Orange, CA 92867NM1 Car WashI Inactive . LxT data 063. ( 1 x 5 minutes ).7520 (18-0044)Sound Measurements taken Oasis Car Wash, Tustin StreetPrimary Noise Source:Secondary Noise Sources:FLATSite Description (Type of Existing Land Use and any other notable features):SoundTrack LXT Class 1Mostly overcast sky with smoke and cloud from wild fire.Larson Davis CAL250Employees at car wash detailing customer vehicles, conversation between Traffic noise from vehicles travelling along Tustin Street Project site: Oasis Car Wash, asphalt ground, cinder block walls between 5 and 6 feet, N, S & E. Tustin street W.Adjacent: Small business along Tustin street otherwise residential. 55 Freeway runs 450 yards to the East of car wash.employees.6/9/20176/23/20178/9/2018FACTORY CALIBRATION DATE:Larson DavisLXT13099Larson DavisCal 2502733Apx - 7
Noise Measurement Field DataPHOTOS:NM1 JN7520 looking SW past vacuums towards car wash buildingNM1 JN7520 looking North towards corner of Car Wash property.Apx - 8
Summary
File Name on Meter LxT_Data.063
File Name on PC
Serial Number 0003099
Model SoundTrack LxT®
Firmware Version 2.301
User Ian Edward Gallagher
Location NM1 JN7520 Oasis Car Wash, North Tustin Street
Job Description 5 minute noise measurement
Note
Measurement
Start 2018-08-09 14:06:30
Stop 2018-08-09 14:11:30
Duration 00:05:00.0
Run Time 00:05:00.0
Pause 00:00:00.0
Pre Calibration 2018-08-09 14:06:07
Post Calibration None
Calibration Deviation ---
Overall Settings
RMS Weight A Weighting
Peak Weight Z Weighting
Detector Slow
Preamp PRMLxT1L
Microphone Correction Off
Integration Method Linear
OBA Range Low
OBA Bandwidth 1/1 and 1/3
OBA Freq. Weighting Z Weighting
OBA Max Spectrum Bin Max
Results
LAeq 62.1 dB
LAE 86.8 dB
EA 53.537 µPa²h
EA8 5.140 mPa²h
EA40 25.698 mPa²h
LZpeak (max)2018-08-09 14:06:38 94.7 dB
LASmax 2018-08-09 14:08:31 66.7 dB
LASmin 2018-08-09 14:09:30 57.7 dB
SEA -99.9 dB Statistics
LCeq 71.4 dB LAS2.00 66.0 dB
LAeq 62.1 dB LAS8.00 64.5 dB
LCeq - LAeq 9.4 dB LAS25.00 63.0 dB
LAIeq 63.0 dB LAS50.00 61.7 dB
LAeq 62.1 dB LAS66.60 60.3 dB
LAIeq - LAeq 0.9 dB LAS90.00 58.9 dB
# Overloads 0
SLM_0003099_LxT_Data_063.02.ldbin
( 1 x 5 minutes ) car wash inactive
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Noise Measurement Field DataProject Name:Date:Project #:Noise Measurement #:Technician:Weather:Settings:SLOW FASTTemperature: 95 deg FWind: 5-10 mphHumidity:34%Terrain:Start Time:2:15 PMEnd Time:2:20 PMRun Time:10 MINLeq:65.4 dBLmax68.1 dBL267.1 dBL866.2 dBL2565.7 dBL5065.4 dBNOISE METER:CALIBRATOR:MAKE:MAKE:MODEL:MODEL:SERIAL NUMBER:SERIAL NUMBER:FACTORY CALIBRATION DATE:FIELD CALIBRATION DATE:6/9/20176/23/20178/9/2018FACTORY CALIBRATION DATE:Larson DavisLXT13099Larson DavisCal 2502733Primary Noise Source:Secondary Noise Sources:FLATSite Description (Type of Existing Land Use and any other notable features):SoundTrack LXT Class 1Mostly overcast sky with smoke and cloud from wild fire.Larson Davis CAL250Employees at car wash detailing customer vehicles, conversation between Traffic noise from vehicles travelling along Tustin Street Project site: Oasis Car Wash, asphalt ground, cinder block walls between 5 and 6 feet, N, S & E. Tustin street W.Adjacent: Small business along Tustin street otherwise residential. 55 Freeway runs 450 yards to the East of car wash.employees. 9 August 2018Ian GallagherNearest Address or Cross Street:Oasis Car Wash 387 North Tustin Street , Orange, CA 92867NM2 Car WashI Inactive . LxT data 064. ( 1 x 5 minutes ).7520 (18-0044)Sound Measurements taken Oasis Car Wash, Tustin StreetApx - 10
Noise Measurement Field DataPHOTOS:NM2 JN7520 looking NW across inteior detailing area towards car wash tunnel.NM2 JN7520 looking South towards Oasis Car Wash entrance..Apx - 11
Summary
File Name on Meter LxT_Data.064
File Name on PC
Serial Number 0003099
Model SoundTrack LxT®
Firmware Version 2.301
User Ian Edward Gallagher
Location sh, North Tustin Street
Job Description ute noise measuremnt
Note
Measurement
Start 2018-08-09 14:15:22
Stop 2018-08-09 14:20:22
Duration 00:05:00.0
Run Time 00:05:00.0
Pause 00:00:00.0
Pre Calibration 2018-08-09 14:15:10
Post Calibration None
Calibration Deviation ---
Overall Settings
RMS Weight A Weighting
Peak Weight Z Weighting
Detector Slow
Preamp PRMLxT1L
Microphone Correction Off
Integration Method Linear
OBA Range Low
OBA Bandwidth 1/1 and 1/3
OBA Freq. Weighting Z Weighting
OBA Max Spectrum Bin Max
Results
LAeq 65.4 dB
LAE 87.2 dB
EA 58.272 µPa²h
EA8 5.594 mPa²h
EA40 27.970 mPa²h
LZpeak (max)2018-08-09 14:17:35 96.6 dB
LASmax 2018-08-09 14:19:37 66.1 dB
LASmin 2018-08-09 14:18:51 61.2 dB
SEA -99.9 dB Statistics
LCeq 70.9 dB LAS2.00 67.1 dB
LAeq 65.4 dB LAS8.00 66.2 dB
LCeq - LAeq 8.4 dB LAS25.00 65.7 dB
LAIeq 63.2 dB LAS50.00 65.4 dB
LAeq 62.4 dB LAS66.60 65.1 dB
LAIeq - LAeq 0.8 dB LAS90.00 64.7 dB
# Overloads 0
SLM_0003099_LxT_Data_064.02.ldbin
( 1 x 5 minutes ) car wash inactive
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Noise Measurement Field DataProject Name:Date:Project #:Noise Measurement #:Technician:Weather:Settings:SLOW FASTTemperature: 95 deg FWind: 5-10 mphHumidity:34%Terrain:Start Time:2:26 PMEnd Time:2:31 PMRun Time:10 MINLeq:66.2 dBLmax76.6 dBL272.7 dBL868.7 dBL2566.1 dBL5064.9 dBNOISE METER:CALIBRATOR:MAKE:MAKE:MODEL:MODEL:SERIAL NUMBER:SERIAL NUMBER:FACTORY CALIBRATION DATE:FIELD CALIBRATION DATE:6/9/20176/23/20178/9/2018FACTORY CALIBRATION DATE:Larson DavisLXT13099Larson DavisCal 2502733Primary Noise Source:Secondary Noise Sources:FLATSite Description (Type of Existing Land Use and any other notable features):SoundTrack LXT Class 1Mostly overcast sky with smoke and cloud from wild fire.Larson Davis CAL250Employees at car wash detailing customer vehicles, conversation between Traffic noise from vehicles travelling along Tustin Street Project site: Oasis Car Wash, asphalt ground, cinder block walls between 5 and 6 feet, N, S & E. Tustin street W.Adjacent: Small business along Tustin street otherwise residential. 55 Freeway runs 450 yards to the East of car wash.employees. 9 August 2018Ian GallagherNearest Address or Cross Street:Oasis Car Wash 387 North Tustin Street , Orange, CA 92867NM3 Car WashI Inactive . LxT data 065. ( 1 x 5 minutes ).7520 (18-0044)Sound Measurements taken Oasis Car Wash, Tustin StreetApx - 13
Noise Measurement Field DataPHOTOS:NM3 JN7520 looking North towards Oasis Car Wash interior detailing area.NM3 JN7520 looking SW towards Oasis car Wash entrance.Apx - 14
Summary
File Name on Meter LxT_Data.065
File Name on PC
Serial Number 0003099
Model SoundTrack LxT®
Firmware Version 2.301
User Ian Edward Gallagher
Location NM3 JN7520 Oasis Car Wash, North Tustin Street
Job Description 5 minute noise measurement
Note
Measurement
Start 2018-08-09 14:26:41
Stop 2018-08-09 14:31:41
Duration 00:05:00.0
Run Time 00:05:00.0
Pause 00:00:00.0
Pre Calibration 2018-08-09 14:26:21
Post Calibration None
Calibration Deviation ---
Overall Settings
RMS Weight A Weighting
Peak Weight Z Weighting
Detector Slow
Preamp PRMLxT1L
Microphone Correction Off
Integration Method Linear
OBA Range Low
OBA Bandwidth 1/1 and 1/3
OBA Freq. Weighting Z Weighting
OBA Max Spectrum Bin Max
Results
LAeq 66.2 dB
LAE 91.0 dB
EA 139.064 µPa²h
EA8 13.350 mPa²h
EA40 66.751 mPa²h
LZpeak (max)2018-08-09 14:28:02 102.9 dB
LASmax 2018-08-09 14:27:49 76.6 dB
LASmin 2018-08-09 14:26:51 62.6 dB
SEA -99.9 dB Statistics
LCeq 76.6 dB LAS2.00 72.7 dB
LAeq 66.2 dB LAS8.00 68.7 dB
LCeq - LAeq 10.3 dB LAS25.00 66.1 dB
LAIeq 67.2 dB LAS50.00 64.9 dB
LAeq 66.2 dB LAS66.60 64.4 dB
LAIeq - LAeq 1.0 dB LAS90.00 63.6 dB
# Overloads 0
SLM_0003099_LxT_Data_065.02.ldbin
( 1 x 5 minutes ) car wash inactive
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Noise Measurement Field DataProject Name:Date:Project #:Noise Measurement #:Technician:Weather:Settings:SLOW FASTTemperature: 95 deg FWind: 5-10 mphHumidity:34%Terrain:Start Time:2:39 PMEnd Time:2:44 PMRun Time:10 MINLeq:68.3 dBLmax78 dBL273.4 dBL871.7 dBL2569.6 dBL5067.4 dBNOISE METER:CALIBRATOR:MAKE:MAKE:MODEL:MODEL:SERIAL NUMBER:SERIAL NUMBER:FACTORY CALIBRATION DATE:FIELD CALIBRATION DATE: 9 August 2018Ian GallagherNearest Address or Cross Street:Oasis Car Wash 387 North Tustin Street , Orange, CA 92867NM4 Car WashI Inactive . LxT data 066. ( 1 x 5 minutes ).7520 (18-0044)Sound Measurements taken Oasis Car Wash, Tustin StreetPrimary Noise Source:Secondary Noise Sources:FLATSite Description (Type of Existing Land Use and any other notable features):SoundTrack LXT Class 1Mostly overcast sky with smoke and cloud from wild fire.Larson Davis CAL250Employees at car wash detailing customer vehicles, conversation between Traffic noise from vehicles travelling along Tustin Street Project site: Oasis Car Wash, asphalt ground, cinder block walls between 5 and 6 feet, N, S & E. Tustin street W.Adjacent: Small business along Tustin street otherwise residential. 55 Freeway runs 450 yards to the East of car wash.employees.6/9/20176/23/20178/9/2018FACTORY CALIBRATION DATE:Larson DavisLXT13099Larson DavisCal 2502733Apx - 16
Noise Measurement Field DataPHOTOS:NM4 JN7520 looking North towards Oasis Car Wash interior detailing area.NM4 JN7520 looking West towards Oasys Car Wash entrance and Tustin Street.Apx - 17
Summary
File Name on Meter LxT_Data.066
File Name on PC
Serial Number 0003099
Model SoundTrack LxT®
Firmware Version 2.301
User Ian Edward Gallagher
Location NM4 JN7520 Oasis Car Wash, North Tustin Street
Job Description 5 minute noise measurement
Note
Measurement
Start 2018-08-09 14:39:10
Stop 2018-08-09 14:44:10
Duration 00:05:00.0
Run Time 00:05:00.0
Pause 00:00:00.0
Pre Calibration 2018-08-09 14:38:59
Post Calibration None
Calibration Deviation ---
Overall Settings
RMS Weight A Weighting
Peak Weight Z Weighting
Detector Slow
Preamp PRMLxT1L
Microphone Correction Off
Integration Method Linear
OBA Range Low
OBA Bandwidth 1/1 and 1/3
OBA Freq. Weighting Z Weighting
OBA Max Spectrum Bin Max
Results
LAeq 68.3 dB
LAE 93.1 dB
EA 227.884 µPa²h
EA8 21.877 mPa²h
EA40 109.385 mPa²h
LZpeak (max)2018-08-09 14:40:19 98.3 dB
LASmax 2018-08-09 14:40:26 78.0 dB
LASmin 2018-08-09 14:44:00 58.3 dB
SEA -99.9 dB Statistics
LCeq 72.0 dB LAS2.00 73.4 dB
LAeq 68.3 dB LAS8.00 71.7 dB
LCeq - LAeq 3.7 dB LAS25.00 69.6 dB
LAIeq 70.5 dB LAS50.00 67.4 dB
LAeq 68.3 dB LAS66.60 65.6 dB
LAIeq - LAeq 2.2 dB LAS90.00 61.9 dB
# Overloads 0
SLM_0003099_LxT_Data_066.02.ldbin
( 1 x 5 minutes ) car wash inactive
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APPENDIX D
RCNM NOISE MODELING OUTPUT
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Report date:8/10/2018
Case Description:18-0044 Orange Express Car Wash
Description Land Use Daytime Evening Night
Residential Residential 65 65 45
Spec Actual Receptor Estimated
Impact Lmax Lmax Distance Shielding
Description Device Usage(%)(dBA)(dBA)(feet)(dBA)
Dozer No 40 81.7 25 0
Excavator No 40 80.7 75 0
Backhoe No 40 77.6 150 0
Calculated (dBA)
Day
Equipment *Lmax Leq Lmax
Dozer 87.7 83.7 N/A
Excavator 77.2 73.2 N/A
Backhoe 68 64 N/A
Total 87.7 84.1 N/A
*Calculated Lmax is the Loudest value.
Roadway Construction Noise Model (RCNM),Version 1.1
---- Receptor #1 ----
Baselines (dBA)
Equipment
Results
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APPENDIX E
REPRESENTATIVE SOUND LEVEL DATA
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APPENDIX F
SOUNDPLAN INPUT AND OUTPUT
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Source name Reference Level 6 8 10 12 16 20 25 31 40 50 63 80 100 125 160 200 250 315 400 500 630 800 1 1.3 1.6 2 2.5 3.2 4 5 6.3 8 10 12.5 16 20
dB(A)Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz Hz kHz kHz kHz kHz kHz kHz kHz kHz kHz kHz kHz kHz kHz kHz
Car Wash Entrance Lw/18-Jun 98
Car Wash Entrance Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Vacuum End and Blower Lw/18-Jun 84
Vacuum End and Blower Lmax -
Car Radio Lw/unit 18-Jun 79.6
Car Radio Lmax -
Car Radio Lw/unit 18-Jun 79.6
Car Radio Lmax -
Car Radio Lw/unit 18-Jun 79.6
Car Radio Lmax -
Car Radio Lw/unit 18-Jun 79.6
Car Radio Lmax -
Car Radio Lw/unit 18-Jun 79.6
Car Radio Lmax -
Car Radio Lw/unit 18-Jun 79.6
Car Radio Lmax -
Transformer Lw/unit 18-Jun 58 -10.4 -112.7 -99.9 -85.4 -67.7 -62.5 -46 -38.8 -34.4 -28.6 -15.2 10.1 -3.2 6.4 44.9 11.5 16.1 44.7 44.1 51.8 52.9 50 46.5 44 42.6 36 36 34.6 31 30.3 25.6 23.1 20.3 15.5 9 1.7
Transformer Lmax -------------------------------------
60 HP Producer Lw/unit 18-Jun 78.7
60 HP Producer Lmax -
Dryer/Blower1 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer/Blower1 Lmax -------------------------------------
Dryer Blower2 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower2 Lmax -------------------------------------
Dryer Blower3 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower3 Lmax -------------------------------------
Dryer Blower4 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower4 Lmax -------------------------------------
Dryer Blower5 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower5 Lmax -------------------------------------
Dryer Blower6 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower6 Lmax -------------------------------------
Dryer Blower7 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower7 Lmax -------------------------------------
Dryer Blower8 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower8 Lmax -------------------------------------
Dryer Blower9 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower9 Lmax -------------------------------------
Dryer Blower10 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower10 Lmax -------------------------------------
Dryer Blower11 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower11 Lmax -------------------------------------
Dryer Blower12 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower12 Lmax -------------------------------------
Dryer Blower13 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower13 Lmax -------------------------------------
Dryer Blower14 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower14 Lmax -------------------------------------
Dryer Blower15 Lw/unit 18-Jun 109 ----------67.2 70.9 82.3 85.3 88.1 103.1 105.3 107.3 98.6 100.2 101.5 99.6 100.4 101 100.9 101.1 101.2 99.6 99.4 99 94.3 93.3 ----
Dryer Blower15 Lmax -------------------------------------
Parking Lot Driveway1 Lw/m 18-Jun 59.3
Parking Lot Driveway1 Lmax -
Parking Lot Driveway1 Lw/m 18-Jun 59.3
Parking Lot Driveway1 Lmax -
60 Hp and 40 Hp Producers in building Lw/m²18-Jun 65.2
60 Hp and 40 Hp Producers in building Lmax -
Frequency spectrum [dB(A)]
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Limit Level w/o NP Level w NP Difference Conflict
No.Receiver name Building Floor 6-18 Lmax 6-18 Lmax 6-18 Lmax 6-18 Lmax 6-18
side dB(A)dB(A)dB(A)dB dB
1 1 -GF --56.3 0.0 53.9 0.0 -2.5 0.0 -
2 2 -GF --59.1 0.0 57.0 0.0 -2.2 0.0 -
3 3 -GF --61.3 0.0 58.7 0.0 -2.6 0.0 -
4 4 -GF --61.3 0.0 58.8 0.0 -2.5 0.0 -
5 5 -GF --76.8 0.0 76.3 0.0 -0.6 0.0 -
6 6 -GF --95.4 0.0 95.4 0.0 0.0 0.0 -
7 7 -GF --81.4 0.0 81.5 0.0 0.1 0.0 -
Receiver list
Ganddini Group Inc. 550 Parkcenter Drive, Suite 202 Santa Ana, CA 92705 USA
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Level w/o NP Level w NP
Source name 6-18 Lmax 6-18 Lmax
dB(A)dB(A)
1 GF 56.3 0.0 53.9 0.0
60 Hp and 40 Hp Producers in building 28.8 -28.8 -
60 HP Producer 8.2 -8.2 -
Car Radio 27.1 -27.1 -
Car Radio 23.8 -23.7 -
Car Radio 29.6 -29.5 -
Car Radio 32.1 -32.0 -
Car Radio 28.5 -28.5 -
Car Radio 38.1 -38.0 -
Car Wash Entrance 36.6 -35.0 -
Dryer Blower2 43.7 -39.9 -
Dryer Blower3 43.6 -39.8 -
Dryer Blower4 42.9 -39.0 -
Dryer Blower5 43.4 -39.6 -
Dryer Blower6 43.7 -39.9 -
Dryer Blower7 42.9 -39.0 -
Dryer Blower8 43.9 -40.0 -
Dryer Blower9 43.0 -39.2 -
Dryer Blower10 42.5 -38.5 -
Dryer Blower11 43.1 -39.3 -
Dryer Blower12 43.3 -41.1 -
Dryer Blower13 43.0 -39.0 -
Dryer Blower14 42.7 -38.7 -
Dryer Blower15 42.6 -38.7 -
Dryer/Blower1 44.0 -40.1 -
Parking Lot Driveway1 33.4 -33.4 -
Parking Lot Driveway1 27.7 -27.5 -
Transformer -15.6 --10.8 -
Vacuum End and Blower 31.5 -31.4 -
Vacuum End and Blower 30.8 -31.0 -
Vacuum End and Blower 32.0 -31.9 -
Vacuum End and Blower 32.2 -32.1 -
Vacuum End and Blower 32.9 -32.9 -
Vacuum End and Blower 37.5 -37.4 -
Vacuum End and Blower 31.0 -31.2 -
Vacuum End and Blower 31.3 -31.4 -
Vacuum End and Blower 31.2 -31.1 -
Vacuum End and Blower 31.9 -31.8 -
Vacuum End and Blower 31.7 -31.6 -
Vacuum End and Blower 31.4 -31.4 -
Vacuum End and Blower 32.1 -32.1 -
Vacuum End and Blower 31.7 -31.7 -
Vacuum End and Blower 32.7 -32.6 -
Vacuum End and Blower 32.4 -32.3 -
Vacuum End and Blower 36.9 -36.9 -
Vacuum End and Blower 35.5 -35.4 -
Vacuum End and Blower 35.1 -35.0 -
Vacuum End and Blower 34.7 -34.6 -
Vacuum End and Blower 35.9 -35.9 -
Vacuum End and Blower 33.0 -32.9 -
Vacuum End and Blower 32.7 -32.7 -
Vacuum End and Blower 32.5 -32.4 -
Vacuum End and Blower 33.3 -33.2 -
Vacuum End and Blower 40.1 -40.1 -
Vacuum End and Blower 39.2 -39.2 -
Vacuum End and Blower 36.4 -36.3 -
Vacuum End and Blower 37.7 -37.6 -
Vacuum End and Blower 32.8 -32.8 -
Vacuum End and Blower 33.3 -33.2 -
Vacuum End and Blower 38.4 -38.3 -
Vacuum End and Blower 19.4 -19.4 -
2 GF 59.1 0.0 57.0 0.0
60 Hp and 40 Hp Producers in building 33.5 -33.4 -
Contribution levels of the receivers
Ganddini Group Inc. 550 Parkcenter Drive, Suite 202 Santa Ana, CA 92705 USA
Apx - 44
Level w/o NP Level w NP
Source name 6-18 Lmax 6-18 Lmax
dB(A)dB(A)
60 HP Producer 11.6 -11.6 -
Car Radio 29.3 -29.2 -
Car Radio 25.9 -25.9 -
Car Radio 34.3 -34.2 -
Car Radio 37.4 -37.3 -
Car Radio 32.2 -32.1 -
Car Radio 35.5 -35.4 -
Car Wash Entrance 38.3 -35.7 -
Dryer Blower2 45.0 -41.3 -
Dryer Blower3 45.6 -42.2 -
Dryer Blower4 45.4 -42.0 -
Dryer Blower5 44.4 -40.8 -
Dryer Blower6 45.7 -42.4 -
Dryer Blower7 47.5 -43.9 -
Dryer Blower8 47.6 -44.0 -
Dryer Blower9 45.4 -42.1 -
Dryer Blower10 45.7 -42.3 -
Dryer Blower11 45.8 -42.4 -
Dryer Blower12 44.7 -41.1 -
Dryer Blower13 44.8 -42.5 -
Dryer Blower14 47.0 -44.3 -
Dryer Blower15 46.8 -43.1 -
Dryer/Blower1 45.3 -41.8 -
Parking Lot Driveway1 36.4 -36.3 -
Parking Lot Driveway1 30.0 -29.9 -
Transformer -12.5 --8.8 -
Vacuum End and Blower 33.6 -33.5 -
Vacuum End and Blower 25.0 -27.5 -
Vacuum End and Blower 34.2 -34.1 -
Vacuum End and Blower 34.5 -34.4 -
Vacuum End and Blower 35.7 -35.7 -
Vacuum End and Blower 43.0 -42.9 -
Vacuum End and Blower 30.6 -28.1 -
Vacuum End and Blower 30.9 -28.4 -
Vacuum End and Blower 33.2 -32.5 -
Vacuum End and Blower 34.2 -34.1 -
Vacuum End and Blower 33.8 -33.8 -
Vacuum End and Blower 33.5 -33.4 -
Vacuum End and Blower 34.5 -34.5 -
Vacuum End and Blower 33.9 -33.8 -
Vacuum End and Blower 35.3 -35.2 -
Vacuum End and Blower 34.9 -34.8 -
Vacuum End and Blower 42.8 -42.8 -
Vacuum End and Blower 40.3 -40.3 -
Vacuum End and Blower 39.5 -39.4 -
Vacuum End and Blower 38.7 -38.7 -
Vacuum End and Blower 41.2 -41.2 -
Vacuum End and Blower 35.5 -35.4 -
Vacuum End and Blower 35.2 -35.1 -
Vacuum End and Blower 34.9 -34.8 -
Vacuum End and Blower 35.8 -35.7 -
Vacuum End and Blower 39.9 -39.9 -
Vacuum End and Blower 40.8 -40.7 -
Vacuum End and Blower 42.1 -42.1 -
Vacuum End and Blower 42.6 -42.5 -
Vacuum End and Blower 36.7 -36.7 -
Vacuum End and Blower 36.2 -36.1 -
Vacuum End and Blower 41.7 -41.7 -
Vacuum End and Blower 24.3 -24.3 -
3 GF 61.3 0.0 58.7 0.0
60 Hp and 40 Hp Producers in building 39.3 -39.2 -
60 HP Producer 17.8 -16.6 -
Car Radio 32.2 -31.7 -
Car Radio 32.3 -32.2 -
Contribution levels of the receivers
Ganddini Group Inc. 550 Parkcenter Drive, Suite 202 Santa Ana, CA 92705 USA
Apx - 45
Level w/o NP Level w NP
Source name 6-18 Lmax 6-18 Lmax
dB(A)dB(A)
Car Radio 32.8 -32.7 -
Car Radio 33.7 -33.6 -
Car Radio 37.8 -37.7 -
Car Radio 31.1 -31.1 -
Car Wash Entrance 36.9 -33.6 -
Dryer Blower2 49.2 -45.8 -
Dryer Blower3 49.1 -45.7 -
Dryer Blower4 48.9 -45.7 -
Dryer Blower5 48.8 -45.6 -
Dryer Blower6 49.0 -45.6 -
Dryer Blower7 49.1 -45.6 -
Dryer Blower8 49.1 -45.7 -
Dryer Blower9 46.3 -43.1 -
Dryer Blower10 46.5 -43.3 -
Dryer Blower11 48.1 -44.8 -
Dryer Blower12 49.0 -45.5 -
Dryer Blower13 49.0 -45.5 -
Dryer Blower14 48.8 -45.3 -
Dryer Blower15 48.7 -45.4 -
Dryer/Blower1 49.2 -45.8 -
Parking Lot Driveway1 36.8 -36.7 -
Parking Lot Driveway1 30.5 -30.4 -
Transformer 3.5 --4.3 -
Vacuum End and Blower 35.9 -35.8 -
Vacuum End and Blower 32.8 -35.1 -
Vacuum End and Blower 36.3 -36.3 -
Vacuum End and Blower 31.1 -31.0 -
Vacuum End and Blower 40.3 -40.2 -
Vacuum End and Blower 37.6 -37.5 -
Vacuum End and Blower 35.3 -35.6 -
Vacuum End and Blower 35.6 -35.9 -
Vacuum End and Blower 35.2 -35.1 -
Vacuum End and Blower 37.4 -37.0 -
Vacuum End and Blower 36.8 -36.4 -
Vacuum End and Blower 36.3 -35.8 -
Vacuum End and Blower 38.0 -37.6 -
Vacuum End and Blower 36.2 -36.1 -
Vacuum End and Blower 39.4 -39.3 -
Vacuum End and Blower 38.7 -38.6 -
Vacuum End and Blower 38.2 -38.1 -
Vacuum End and Blower 40.3 -40.2 -
Vacuum End and Blower 41.3 -41.2 -
Vacuum End and Blower 42.2 -42.1 -
Vacuum End and Blower 39.5 -39.4 -
Vacuum End and Blower 30.9 -30.9 -
Vacuum End and Blower 31.0 -31.0 -
Vacuum End and Blower 31.0 -31.0 -
Vacuum End and Blower 31.5 -31.4 -
Vacuum End and Blower 35.5 -35.5 -
Vacuum End and Blower 36.0 -35.9 -
Vacuum End and Blower 38.9 -38.8 -
Vacuum End and Blower 37.0 -36.9 -
Vacuum End and Blower 42.0 -42.0 -
Vacuum End and Blower 41.1 -41.0 -
Vacuum End and Blower 36.5 -36.4 -
Vacuum End and Blower 42.7 -42.7 -
4 GF 61.3 0.0 58.8 0.0
60 Hp and 40 Hp Producers in building 33.0 -33.0 -
60 HP Producer 17.8 -16.7 -
Car Radio 36.6 -36.5 -
Car Radio 33.8 -33.1 -
Car Radio 26.2 -26.1 -
Car Radio 30.2 -30.1 -
Car Radio 37.2 -37.0 -
Contribution levels of the receivers
Ganddini Group Inc. 550 Parkcenter Drive, Suite 202 Santa Ana, CA 92705 USA
Apx - 46
Level w/o NP Level w NP
Source name 6-18 Lmax 6-18 Lmax
dB(A)dB(A)
Car Radio 28.6 -28.6 -
Car Wash Entrance 35.3 -31.7 -
Dryer Blower2 49.0 -45.6 -
Dryer Blower3 48.9 -45.5 -
Dryer Blower4 48.8 -45.5 -
Dryer Blower5 49.0 -45.7 -
Dryer Blower6 46.8 -43.6 -
Dryer Blower7 46.8 -43.6 -
Dryer Blower8 47.0 -43.9 -
Dryer Blower9 49.0 -45.8 -
Dryer Blower10 49.1 -45.9 -
Dryer Blower11 49.2 -45.9 -
Dryer Blower12 49.3 -45.9 -
Dryer Blower13 49.3 -45.9 -
Dryer Blower14 49.1 -45.7 -
Dryer Blower15 49.0 -45.8 -
Dryer/Blower1 49.1 -45.6 -
Parking Lot Driveway1 36.4 -36.3 -
Parking Lot Driveway1 30.4 -30.2 -
Transformer 4.5 --3.8 -
Vacuum End and Blower 36.2 -36.6 -
Vacuum End and Blower 34.5 -36.8 -
Vacuum End and Blower 35.7 -35.6 -
Vacuum End and Blower 35.4 -35.3 -
Vacuum End and Blower 40.7 -40.4 -
Vacuum End and Blower 34.3 -34.2 -
Vacuum End and Blower 34.4 -36.8 -
Vacuum End and Blower 36.4 -36.8 -
Vacuum End and Blower 40.1 -40.0 -
Vacuum End and Blower 42.8 -42.7 -
Vacuum End and Blower 42.1 -42.0 -
Vacuum End and Blower 41.1 -41.0 -
Vacuum End and Blower 42.9 -42.8 -
Vacuum End and Blower 36.0 -35.9 -
Vacuum End and Blower 41.7 -41.4 -
Vacuum End and Blower 42.3 -42.3 -
Vacuum End and Blower 34.7 -34.6 -
Vacuum End and Blower 35.9 -35.8 -
Vacuum End and Blower 36.4 -36.3 -
Vacuum End and Blower 36.4 -36.3 -
Vacuum End and Blower 35.4 -35.4 -
Vacuum End and Blower 34.4 -34.3 -
Vacuum End and Blower 34.7 -34.7 -
Vacuum End and Blower 35.1 -35.0 -
Vacuum End and Blower 34.1 -34.0 -
Vacuum End and Blower 33.0 -33.0 -
Vacuum End and Blower 33.3 -33.3 -
Vacuum End and Blower 35.0 -35.0 -
Vacuum End and Blower 34.0 -33.9 -
Vacuum End and Blower 39.0 -38.9 -
Vacuum End and Blower 39.8 -39.5 -
Vacuum End and Blower 33.6 -33.6 -
Vacuum End and Blower 38.3 -38.2 -
5 GF 76.8 0.0 76.3 0.0
60 Hp and 40 Hp Producers in building 29.7 -30.1 -
60 HP Producer 30.6 -27.2 -
Car Radio 43.4 -45.2 -
Car Radio 52.5 -52.9 -
Car Radio 38.7 -39.0 -
Car Radio 35.8 -36.1 -
Car Radio 41.9 -42.3 -
Car Radio 32.2 -32.5 -
Car Wash Entrance 39.4 -36.2 -
Dryer Blower2 59.2 -55.4 -
Contribution levels of the receivers
Ganddini Group Inc. 550 Parkcenter Drive, Suite 202 Santa Ana, CA 92705 USA
Apx - 47
Level w/o NP Level w NP
Source name 6-18 Lmax 6-18 Lmax
dB(A)dB(A)
Dryer Blower3 58.9 -54.8 -
Dryer Blower4 58.8 -54.5 -
Dryer Blower5 60.8 -56.6 -
Dryer Blower6 60.5 -56.5 -
Dryer Blower7 60.4 -56.3 -
Dryer Blower8 59.4 -54.9 -
Dryer Blower9 62.3 -57.9 -
Dryer Blower10 62.2 -57.5 -
Dryer Blower11 62.0 -57.4 -
Dryer Blower12 61.9 -57.1 -
Dryer Blower13 61.8 -57.7 -
Dryer Blower14 65.2 -58.9 -
Dryer Blower15 64.8 -58.7 -
Dryer/Blower1 59.1 -55.2 -
Parking Lot Driveway1 39.4 -40.3 -
Parking Lot Driveway1 45.1 -45.9 -
Transformer 34.3 -17.0 -
Vacuum End and Blower 60.0 -60.9 -
Vacuum End and Blower 63.2 -65.5 -
Vacuum End and Blower 51.9 -49.8 -
Vacuum End and Blower 49.6 -47.5 -
Vacuum End and Blower 48.2 -48.6 -
Vacuum End and Blower 39.3 -39.5 -
Vacuum End and Blower 72.4 -73.6 -
Vacuum End and Blower 66.3 -67.4 -
Vacuum End and Blower 44.1 -46.2 -
Vacuum End and Blower 47.1 -48.9 -
Vacuum End and Blower 46.2 -48.1 -
Vacuum End and Blower 45.2 -47.2 -
Vacuum End and Blower 47.6 -49.4 -
Vacuum End and Blower 54.8 -52.9 -
Vacuum End and Blower 48.8 -49.2 -
Vacuum End and Blower 47.7 -49.5 -
Vacuum End and Blower 39.9 -40.1 -
Vacuum End and Blower 40.3 -40.7 -
Vacuum End and Blower 35.2 -35.3 -
Vacuum End and Blower 31.3 -31.6 -
Vacuum End and Blower 41.2 -41.4 -
Vacuum End and Blower 45.0 -45.0 -
Vacuum End and Blower 46.2 -46.2 -
Vacuum End and Blower 47.8 -47.8 -
Vacuum End and Blower 43.9 -43.9 -
Vacuum End and Blower 37.2 -37.5 -
Vacuum End and Blower 37.7 -37.9 -
Vacuum End and Blower 40.5 -40.7 -
Vacuum End and Blower 38.7 -39.0 -
Vacuum End and Blower 47.5 -47.8 -
Vacuum End and Blower 48.1 -48.4 -
Vacuum End and Blower 38.2 -38.4 -
Vacuum End and Blower 47.2 -47.4 -
6 GF 95.4 0.0 95.4 0.0
60 Hp and 40 Hp Producers in building 16.6 -18.6 -
60 HP Producer 50.3 -50.3 -
Car Radio 39.2 -30.2 -
Car Radio 34.9 -30.9 -
Car Radio 25.2 -22.1 -
Car Radio 23.3 -20.1 -
Car Radio 24.6 -17.7 -
Car Radio 21.3 -18.0 -
Car Wash Entrance 52.9 -52.9 -
Dryer Blower2 80.6 -80.6 -
Dryer Blower3 80.5 -80.5 -
Dryer Blower4 80.5 -80.5 -
Dryer Blower5 82.1 -82.1 -
Contribution levels of the receivers
Ganddini Group Inc. 550 Parkcenter Drive, Suite 202 Santa Ana, CA 92705 USA
Apx - 48
Level w/o NP Level w NP
Source name 6-18 Lmax 6-18 Lmax
dB(A)dB(A)
Dryer Blower6 82.3 -82.3 -
Dryer Blower7 81.8 -81.8 -
Dryer Blower8 81.8 -81.8 -
Dryer Blower9 82.2 -82.2 -
Dryer Blower10 82.5 -82.5 -
Dryer Blower11 84.0 -84.0 -
Dryer Blower12 84.3 -84.3 -
Dryer Blower13 84.4 -84.4 -
Dryer Blower14 88.5 -88.5 -
Dryer Blower15 87.4 -87.4 -
Dryer/Blower1 80.0 -80.0 -
Parking Lot Driveway1 35.0 -32.1 -
Parking Lot Driveway1 37.0 -33.3 -
Transformer 32.9 -33.6 -
Vacuum End and Blower 35.6 -31.6 -
Vacuum End and Blower 54.6 -40.3 -
Vacuum End and Blower 33.3 -31.0 -
Vacuum End and Blower 32.2 -29.7 -
Vacuum End and Blower 31.2 -25.1 -
Vacuum End and Blower 27.1 -23.9 -
Vacuum End and Blower 56.2 -40.7 -
Vacuum End and Blower 39.3 -36.6 -
Vacuum End and Blower 41.6 -33.6 -
Vacuum End and Blower 43.0 -34.0 -
Vacuum End and Blower 42.7 -33.9 -
Vacuum End and Blower 42.2 -33.8 -
Vacuum End and Blower 43.3 -34.1 -
Vacuum End and Blower 33.4 -31.5 -
Vacuum End and Blower 34.6 -25.5 -
Vacuum End and Blower 38.6 -25.7 -
Vacuum End and Blower 27.4 -24.3 -
Vacuum End and Blower 28.3 -30.6 -
Vacuum End and Blower 26.7 -26.2 -
Vacuum End and Blower 21.3 -23.5 -
Vacuum End and Blower 28.0 -30.3 -
Vacuum End and Blower 29.7 -26.8 -
Vacuum End and Blower 30.4 -27.6 -
Vacuum End and Blower 31.2 -28.6 -
Vacuum End and Blower 29.1 -26.1 -
Vacuum End and Blower 26.2 -22.9 -
Vacuum End and Blower 26.4 -23.1 -
Vacuum End and Blower 27.7 -24.6 -
Vacuum End and Blower 26.9 -23.7 -
Vacuum End and Blower 28.9 -25.1 -
Vacuum End and Blower 28.1 -22.8 -
Vacuum End and Blower 26.6 -23.4 -
Vacuum End and Blower 28.4 -31.5 -
7 GF 81.4 0.0 81.5 0.0
60 Hp and 40 Hp Producers in building 16.4 -14.7 -
60 HP Producer 35.0 -35.0 -
Car Radio 21.7 -18.5 -
Car Radio 23.0 -19.7 -
Car Radio 26.0 -23.2 -
Car Radio 26.0 -24.9 -
Car Radio 17.5 -14.7 -
Car Radio 37.8 -37.8 -
Car Wash Entrance 80.0 -80.0 -
Dryer Blower2 65.1 -65.1 -
Dryer Blower3 65.2 -65.2 -
Dryer Blower4 65.2 -65.2 -
Dryer Blower5 64.7 -64.7 -
Dryer Blower6 64.1 -64.7 -
Dryer Blower7 64.0 -64.7 -
Dryer Blower8 64.0 -64.7 -
Contribution levels of the receivers
Ganddini Group Inc. 550 Parkcenter Drive, Suite 202 Santa Ana, CA 92705 USA
Apx - 49
Level w/o NP Level w NP
Source name 6-18 Lmax 6-18 Lmax
dB(A)dB(A)
Dryer Blower9 64.2 -64.8 -
Dryer Blower10 63.6 -64.2 -
Dryer Blower11 63.6 -64.2 -
Dryer Blower12 63.6 -64.2 -
Dryer Blower13 63.6 -64.2 -
Dryer Blower14 63.0 -63.7 -
Dryer Blower15 63.0 -63.7 -
Dryer/Blower1 65.1 -65.1 -
Parking Lot Driveway1 39.0 -39.0 -
Parking Lot Driveway1 28.7 -28.1 -
Transformer -4.8 --5.9 -
Vacuum End and Blower 24.5 -21.6 -
Vacuum End and Blower 24.1 -17.7 -
Vacuum End and Blower 25.3 -22.4 -
Vacuum End and Blower 25.8 -22.9 -
Vacuum End and Blower 26.9 -23.9 -
Vacuum End and Blower 32.0 -31.2 -
Vacuum End and Blower 24.1 -18.0 -
Vacuum End and Blower 24.2 -18.3 -
Vacuum End and Blower 25.4 -22.2 -
Vacuum End and Blower 26.0 -22.9 -
Vacuum End and Blower 25.8 -22.6 -
Vacuum End and Blower 25.6 -22.4 -
Vacuum End and Blower 26.2 -23.1 -
Vacuum End and Blower 24.9 -22.0 -
Vacuum End and Blower 26.7 -23.6 -
Vacuum End and Blower 26.4 -23.3 -
Vacuum End and Blower 30.7 -29.8 -
Vacuum End and Blower 27.5 -25.5 -
Vacuum End and Blower 28.5 -26.0 -
Vacuum End and Blower 28.3 -25.7 -
Vacuum End and Blower 28.1 -26.4 -
Vacuum End and Blower 29.2 -26.4 -
Vacuum End and Blower 28.6 -25.7 -
Vacuum End and Blower 26.3 -23.5 -
Vacuum End and Blower 29.8 -27.1 -
Vacuum End and Blower 43.3 -43.3 -
Vacuum End and Blower 39.1 -38.8 -
Vacuum End and Blower 27.6 -27.4 -
Vacuum End and Blower 33.8 -33.3 -
Vacuum End and Blower 22.1 -19.9 -
Vacuum End and Blower 25.2 -22.0 -
Vacuum End and Blower 36.5 -36.3 -
Vacuum End and Blower 20.5 -20.2 -
Contribution levels of the receivers
Ganddini Group Inc. 550 Parkcenter Drive, Suite 202 Santa Ana, CA 92705 USA
Apx - 50
XL2 Sound Level Meter RTA Reporting:MyProject\2016-10-21_SLM_001_RTA_3rd_Report.txt------------------------------------Noise Measurement taken at 2-ft from 1,000 kva transformer.# Hardware ConfigurationDevice Info: XL2, SNo. A2A-05967-E0, FW3.12Mic Type: NTi Audio M2210, SNo. 2350, User calibrated 2016-10-08 21:24Mic Sensitivity:20.5 mV/PaTime Zone: UTC-07:00 (US/Arizona)# Measurement SetupProfile: Full modeAppend mode: OFFTimer mode: singleTimer set: 0:00:10Resolution: 1/3 OctaveRange: 10 - 110 dB# TimeStart: 2016-10-21, 10:45:34End: 2016-10-21, 10:45:44# RTA ResultsBand [Hz]6.381012.516202531.540506380100125160200250315400500630800100012501600200025003150400050006300800010000125001600020000 [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] [dB] LAFmax -29.9-23.7-15.7-6.2-6.43.555.79.118.637.622.126.358.928.228.451.749.355.355.15146.844.442.436.93734.631.230.826.925.125.720.616.211.86.8LAFmin -43.9-40.1-31.7-18-23.7-13.2-7.9-8.5-6.11.516.15.621.157.916.421.25148.454.754.550.646.342.740.933.433.332.129.228.623.722.920.519.114.810.35.6LAeq -34.9-29.5-22-11-12-1.30.60.21.61132.615.922.558.322.424.751.348.95554.850.846.543.441.634.834.733.43029.825.724.222.819.815.6116.2L_Capt -.- -.- -.- -29.8-18.8-9-7.12.7-3.3-24.40.99.736.323.438.845.527.325.936.133.537.434.741.532.529.82619.52016.315.214.413.69.47.13.7LAE -24.8-19.4-11.9-0.9-1.98.810.710.211.721.142.72632.568.432.534.861.45965.164.860.956.653.551.744.944.843.540.139.935.834.332.929.825.621.116.3LAF2.0% -.- -.- -.- -7.3-7.31.73.73.76.716.736.720.724.758.726.727.750.748.754.754.750.746.743.741.735.735.733.730.729.726.724.724.719.715.710.75.7LAF8.0% -.- -.- -.- -9.3-9.30.72.72.74.715.735.718.722.757.724.726.750.748.754.754.750.745.743.741.734.734.733.729.729.725.724.724.719.715.710.75.7LAF25.0% -.- -.- -.- -.- -.- -0.31.70.71.710.734.716.722.757.722.724.750.748.754.754.750.745.742.741.734.734.733.729.729.725.723.723.719.715.710.75.7LAF50.0% -.- -.- -.- -.- -.- -2.3-0.3-1.3-0.37.732.714.721.757.720.723.750.748.754.754.750.745.742.740.734.733.732.729.729.725.723.721.718.714.710.75.7LAF90.0% -.- -.- -.- -.- -.- -7.3-5.3-4.3-3.33.720.77.720.757.717.721.750.747.754.753.749.745.742.740.733.733.731.728.728.723.722.720.718.714.79.75.7LAF95.0% -.- -.- -.- -.- -.- -8.3-6.3-6.3-4.32.718.76.720.757.717.721.750.747.754.753.749.745.742.740.733.732.731.728.728.723.722.720.718.714.79.74.7LAF99.0% -.- -.- -.- -.- -.- -.- -8.3-7.3-6.32.716.75.720.757.716.720.750.747.754.753.749.745.742.740.732.732.731.728.727.723.722.719.718.714.79.74.7#CheckSumCF09D0AB7371E90AFB4E0325FC102A81Apx - 51
TB# 02-11-2019
TECH BULLETIN
Toll Free: 800-361-7797
Phone: 705-722-7649 | Fax: 705-722-0582
Office Hours: Mon-Fri: 8:00am – 5:00pm
EST
MacNeil Wash Systems
90 Welham Road
Barrie, ON L4N 8Y4 marketing@macneilwash.com
www.macneilwashdistributors.com
Page 1
TECHNICAL BULLETIN #: 02-11-19
TO: MacNeil Distributors
FROM: Barb McCutcheon, Engineering Manager
DATE: February 11, 2019
SUBJECT: Tech 21 Dryer Decibel Levels
Dear Distributors,
Recently we have had a number of inquiries from customers seeking information on the
noise levels of our dryers, as they require this information for permitting. Therefore, please
find decibel data for both the 10HP and 15HP Tech 21 producers below.
Apx - 52
TAN 95-03
California Department of Transportation
Environmental Program
Office of Environmental Engineering
Sacramento, California
Use of California Vehicle Noise Reference Energy Mean Emission Levels
(Calveno REMELS) in STAMINA2.0 FHWA Highway Traffic Noise Prediction
Program
Technical Advisory, Noise
TAN 95-03
September 22, 1995
Prepared by Rudy Hendriks
NOTICE:
This technical advisory is for informational purposes only. The contents of this
document are not official policy, standard, specification or regulation and should not be
used as such. Unless otherwise indicated, the views expressed in this advisory reflect
those of the author, who is solely responsible for the accuracy of data and information
presented herein.
Apx - 53
Technical Advisory, Noise TAN-95-03
Use of California Vehicle Noise Reference Energy Mean Emission Levels
(Calveno REMELS) in STAMINA2.0 FHWA Highway Traffic Noise Prediction
Program
Since 1985, with approval of FHWA, Calveno REMELS have been used in lieu of the
National REMELS for all Caltrans noise studies, and those done by others in California.
The speed-dependent curves of the Calveno REMELS, and their equations for the three
vehicle types defined in the FHWA-RD-77-108 report, are shown on the attached page
titled: “California Vehicle Noise (Calveno) Emission Levels”. Page 5 of the above FHWA
report (showing the National REMELS) should be substituted with the Calveno page
when noise predictions based on FHWA-RD-77-108 are made in California.
Several computer programs are available for highway traffic noise predictions. All are
based on the above FHWA report. The programs are:
• “LeqV2”, for simple site geometries
• “Sound32”, for complex site geometries, involving many roadways, receivers, and
barriers
• “STAMINA2.0/OPTIMA”
The first two programs allow the choice of Calveno or national REMELS. “Sound32” is
the California version of the FHWA STAMINA2.0/OPTIMA programs. STAMINA2.0 uses
only the National REMELS and is therefore not suitable for use in California.
STAMINA2.0 does provide user defined vehicle type fields, which allow the user to type
in their own REMELS (such as Calveno). However, we have discovered that that there
are errors in the STAMINA2.0 code which cause the program to sometimes skip the
barrier attenuation calculations for low barriers for user defined vehicle types. Many
noise consultants doing work for Caltrans use STAMINA2.0. For those who use
STAMINA2.0 we recommend that the vehicle types built into the program (National
REMELS) be used, and the traffic volumes be adjusted to yield the same results as
those produced with Calveno. The following table shows the volume “correction” factors
necessary to use STAMINA2.0 in California. The actual volumes should be multiplied
by these factors, then used in STAMINA2.0, to produce the same results as “Sound32”
or “LeqV2” with Calveno.
Traffic Volume Correction Factors (For use with National REMELS,
to yield same predicted noise as with Calveno REMELS)
Multiply Actual Volume By:
SPEED
(MPH)
SPEED
(Km/h)
AUTOS
(A)
MED. TRUCKS
(MT)
HEAVY TRUCKS
(HT)
30 48 1.19 0.92 1.08
35 56 1.21 0.81 0.71
40 64 1.22 0.73 0.66
45 72 1.23 0.66 0.62
50 80 1.24 0.60 0.58
55 88 1.24 0.56 0.55
60 97 1.25 0.52 0.53
For example: If actual traffic volumes and speeds are: A=1500 @ 60 mph; MT=125 @
55 mph; HT=250 @ 55 mph, use National REMELS with A=1875 @ 60 mph; MT=70 @
55 mph; HT=138 @ 55 mph to get same results as actual traffic with Calveno REMELS.
1Apx - 54
Technical Advisory, Noise TAN-95-03
California Vehicle Noise Reference Energy Mean Emission Levels
California Vehicle Noise (Calveno) Reference Energy Mean Emission
Levels (Remels), for Level Roads, Constant Speeds, at 15 m (50ft)
50
55
60
65
70
75
80
85
90
25 30 35 40 45 50 55 60 65
SPEED, MPHREMELS, dBAHeavy Trucks
Medium Trucks
Autos
REGRESSION EQUATIONS
Heavy Trucks:
25-31 mph (40-50 km/h): 51.9+19.2Log10(Speed, mph) or 47.9+19.2Log10(Speed, km/h)
35-65 mph: (56-105 km/h): 50.4+19.2Log10(Speed, mph) or 46.4+19.2Log10(Speed, km/h)
31-35 mph: (50-56 km/h): Straight line
Medium Trucks:: 35.3+25.6Log10(Speed, mph) or 30.0+25.6Log10(Speed, km/h)
Autos: 5.2+38.8Log10(Speed, mph) or -2.8+38.8Log10(Speed, km/h)
2Apx - 55
Technical Advisory, Noise TAN-95-03
3Apx - 56
SOUND LEVEL METER READINGS
MODEL: FT-DD-T440HP3 (40HP T4 TURBINE VACUUM PRODUCER with EXHAUST SILENCER)
READING A: 60 dB(A), 5’ FROM TURBINE @ 45 ANGLE - NO BACKGROUND NOISE OR
OUTSIDE INTERFERENCE.
READING B: 56 dB(A), 10’ FROM TURBINE @ 45 ANGLE - NO BACKGROUND NOISE OR
OUTSIDE INTERFERENCE.
READING C: 51 dB(A), 15’ FROM TURBINE @ 45 ANGLE - NO BACKGROUND NOISE OR
OUTSIDE INTERFERENCE.
NOTE: THESE READINGS WERE TAKEN OUTSIDE OF 8’x10’x8’ CINDER BLOCK ENCLOSURE WITH CONCRETE
SLAB AND WOOD JOIST ROOF.
SOUND LEVEL METER USED:
SIMPSON MODEL #40003 – MSHA APPROVED.
MEETS OSHA & WALSH-HEALY REQUIREMENTS FOR NOISE CONTROL.
CONFORMS TO ANSI S1.4-1983, IEC 651 SPECS FOR METER TYPE.
Vacutech
1350 Hi-Tech Drive, Sheridan WY, 82801
PHONE: (800) 917-9444 FAX: (303) 675-1988
EMAIL: info@vacutechllc
WEB SITE: vacutechllc.com
Apx - 57
SOUND LEVEL METER READINGS
MODEL: FT-DD-T460HP3 (60HP T4 TURBINE VACUUM PRODUCER with EXHAUST SILENCER)
READING A: 68 dB(A), 3 FEET FROM TURBINE @ 45 ANGLE
AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE.
READING B: 61 dB(A), 10 FEET FROM TURBINE @ 45 ANGLE
AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE.
READING C: 53 dB(A), 20 FEET FROM TURBINE @ 45 ANGLE
AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE.
NOTE: THESE READINGS WERE TAKEN OUTSIDE OF 8’x10’x8’ CINDER BLOCK ENCLOSURE WITH CONCRETE
SLAB AND WOOD JOIST ROOF.
SOUND LEVEL METER USED:
SIMPSON MODEL #40003 – MSHA APPROVED.
MEETS OSHA & WALSH-HEALY REQUIREMENTS FOR NOISE CONTROL.
CONFORMS TO ANSI S1.4-1983, IEC 651 SPECS FOR METER TYPE.
Vacutech
1350 Hi-Tech Drive, Sheridan WY, 82801
PHONE: (800) 917-9444 FAX: (303) 675-1988
EMAIL: info@vacutechllc
WEB SITE: vacutechllc.com
Apx - 58
SOUND LEVEL METER READINGS
MODEL: FT-DD-T460HP3 (60HP T4 TURBINE VACUUM PRODUCER with EXHAUST SILENCER)
READING A: 68 dB(A), 3 FEET FROM TURBINE @ 45 ANGLE
AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE.
READING B: 61 dB(A), 10 FEET FROM TURBINE @ 45 ANGLE
AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE.
READING C: 53 dB(A), 20 FEET FROM TURBINE @ 45 ANGLE
AND NO BACKGROUND NOISE OR OUTSIDE INTERFERENCE.
NOTE: THESE READINGS WERE TAKEN OUTSIDE OF 8’x10’x8’ CINDER BLOCK ENCLOSURE WITH CONCRETE
SLAB AND WOOD JOIST ROOF.
SOUND LEVEL METER USED:
SIMPSON MODEL #40003 – MSHA APPROVED.
MEETS OSHA & WALSH-HEALY REQUIREMENTS FOR NOISE CONTROL.
CONFORMS TO ANSI S1.4-1983, IEC 651 SPECS FOR METER TYPE.
Vacutech
1350 Hi-Tech Drive, Sheridan WY, 82801
PHONE: (800) 917-9444 FAX: (303) 675-1988
EMAIL: info@vacutechllc
WEB SITE: vacutechllc.com
Apx - 59
60HP TURBINE, 480V W/ MAGNETIC STARTER3-POLE CIRCUIT BREAKER(RECOMMENDED)150 AMP3-POLE FUSED DISCONNECT200 AMP/600VTURBINE HP60HPHERTZ603 PHASE VOLTS A/C480FULL LOAD AMPS77SERVICE FACTOR AMPERAGE96.25LOAD CENTER DISTRIBUTION PANELMAG STARTERREMOTE SWITCH:START/STOP,PHOTO EYE,OR WIRE LOOPSERVICE DISCONNECTTURBINE VACUUM PRODUCERFILTER SEPARATOR#3 AWG THHN(SIZE PER NEC)NOTE:1. DIAGRAM DISPLAYS THE REQUIREMENTS FOR AN INDIVIDUAL VACUUM TURBINE MOTOR.2. ALWAYS FOLLOW ALL NATIONAL AND LOCAL ELECTRICAL CODES.9/14/2018 2:28:51 PMREV.: 1ELECTRICAL DIAGRAM - MAG - 60HP 480VVPM60023BY: ASApx - 60
GANDDINI GROUP, INC.
550 Parkcenter Drive, Suite 202, Santa Ana, CA 92705
714.795.3100 | www.ganddini.com
SHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
NO PARKINGEXIT ONLYNOPARKING3'-0" O.C. (TYP)
PENNISETUM SPATHIOLETUM 5 GAL 68SLENDER VELDT GRASS L
PLANTING SCHEDULE (ON-SITE)
SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY
PODOCARPUS GRACILIOR (STAKED)24" BOX 118FERN PINE
WUCOLS
M
15 GAL 13GIANT BIRD OF PARADISE MSTRELITZIA NICOLAI
PITTOSPORUM CRASSIFOLIUM 5 GAL 26KARO L
AGAVE ATTENUATA 5 GAL 56FOXTAIL AGAVE L
WESTRINGIA FRUTICOSA 'SMOKEY'1 GAL 98VARIEGATED COAST ROSEMARY L
CARISSA MACROCARPA 'TUTTLEI'1 GAL 139TUTTLE'S NATAL PLUM M
RUSSELIA EQUISETIFORMIS 1 GAL 83FIRECRACKER PLANT L
20 L
ARBUTUS 'MARINA'24" BOX 20MARINA STRAWBERRY TREE L
TIPUANA TIPU 24" BOX 11TIPU TREE L
SENECIO MANDRALISCAE KLEINIA 4" FLAT
15 LROSMARINUS PROSTRATUS CARPET ROSEMARY 4" FLAT
LAURUS NOBILIS 'SARATOGA'SARATOGA BAY LAUREL TREE 24" BOX 5
PARKWAY PLANTING SCHEDULE (OFF-SITE)
20 LTRACHELOSPERMUM JASMINOIDES STAR JASMINE 4" FLAT
ALOE THRASKII 15 GAL 20THRASK'S ALOE L
(STANDARD)
BAMBUSA OLDHAMII 24" BOX 19GIANT TIMBER BAMBOO M
PODOCARPUS GRACILIOR (STAKED)STRELITZIA NICOLAI AGAVE ATTENUATA
LANDSCAPE
CONCEPTL-1
ORANGE EXPRESS
CAR WASH
387 N. TUSTIN ST.
ORANGE, CA. 92867
THIS PLAN(S) DOES NOT COMMUNICATE
CONSTRUCTION MEANS OR METHODS AND
THEREFORE SHALL NOT BE USED FOR
CONSTRUCTION OR MISCONSTRUED AS A
CONSTRUCTION PLAN OR TECHNICAL DOCUMENT.
DESIGNER/ CONTRACTOR IS NOT RESPONSIBLE
FOR BIDDING INACCURACIES, OMISSIONS, OR
MISUNDERSTANDINGS BY ANY PARTY THAT MAY
ARISE FROM THIS CONCEPT.
CONTRACTED SCOPE OF WORK SHALL DESCRIBE
ACTUAL INCLUSIONS OR EXCLUSIONS. NO
REPRESENTATION OF WHAT IS INCLUDED FOR
A SPECIFIED CONSTRUCTION BUDGET IS OFFERED
BY THIS CONCEPT.
PLANT PHOTOS
SCALE: 1/16"=1'-0"
LANDSCAPE
PLANTING NOTES:
1. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED.
2. QUANTITITES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR.
3. THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER OF DISCREPANICES BETWEEN QUANTITIES & SYMBOLS SHOWN.
4. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINERS.
5. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUM
OF 2 YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH FREE OF DISEASES AND PESTS.
6. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR FENCES WITH NON-METALLIC TIES. REMOVE NURSERY STAKES AND TIES FROM ALL TREES OR
NURSERY STOCK. MAINTAIN SIDE GROWTH ON ALL TREES.
7. PROVIDE COMMERCIAL GRADE POLYESTER WEED CONTROL FABRIC UNDERLAYMENT BELOW ALL DECOMPOSED GRANITE PAVING AREAS. CUT HOLES IN FABRIC THE SIZE OF THE
PLANT ROOTBALLS AT LOCATIONS OF INDIVIDUAL OR CLUSTER ACCENT PLANTINGS.
GENERAL NOTES:
FULLY AUTOMATED IRRIGATION SYSTEM WILL BE PROVIDED
APPLICANT IS REQUIRED TO VERIFY STREET TREE REQUIREMENTS WITH THE PARK DIVISION LANDSCAPEPENNISETUM SPATHIOLETUM PITTOSPORUM CRASSIFOLIUM WESTRINGIA FRUTICOSA 'SMOKEY'CARISSA MACROCARPA 'TUTTLEI'
RUSSELIA EQUISETIFORMIS SENECIO MANDRALISCAE
ROSMARINUS PROSTRATUS TRACHELOSPERMUM JASMINOIDES
ALOE THRASKII ARBUTUS 'MARINA'TIPUANA TIPU BAMBUSA OLDHAMII LAURUS N. 'SARATOGA'
PODOCARPUS HEIGHT SHALL BE
MAINTAINED AT 11' MIN. IN
PERPETUITY BY PROPERTY OWNER
STOP STOP STOP STOP A--B--C--⅊⅊⅊SHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867AABCDEBCDEF2112EXISTING SITEEXISTING SITEF
NOPARKINGEXIT ONLYSHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
NOPARKINGEXIT ONLYSHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. PDLQ VW . VXLWH . LUYLQH . FD . R . Orange ExpressCar Wash387 N Tustin St.Tustin, CA 92687L IC
E
NSED ARCHITECTSTATE OF CALI
FOR
NIA
JE
F
F
ERSON J. CHOIC 31631Ren. 12-31-2019
02A-7.101A-7.109A-7.106A-7.1SHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
02A-7.101A-7.109A-7.106A-7.1DNDNSHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
02
A-7.1
01
A-7.1
09
A-7.1
06
A-7.1
02
A-2.R
SHEET
TITLE
PROJECT
TITLE
NO.DATEDESCRIPTIONPROJECT
NUMBER
SYNARC STUDIO EXPRESSLY RESERVES ITS COMMON
LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN
THESE DOCUMENTS. THESE DOCUMENTS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM
OR MANNER WHATSOEVER. NOR ARE THEY TO BE
ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST
OBTAINING THE E XPRESSED WRITTEN PERMISSION
AND CONSENT OF SYNARC STUDIO.
17200 red hill ave. irvine . ca . 92614
o . 949-596-7362
ORANGE
EXPRESS
CARWASH
387 N. TUSTIN ST.
ORANGE, CA 92867
03--04--06--05--SHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
02--03--04--05--SHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
EXPRESS CAR WASHSHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
EXPRESS CAR WASHSHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
SHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867
SHEETTITLEPROJECTTITLENO.DATE DESCRIPTIONPROJECTNUMBER SYNARC STUDIO EXPRESSLY RESERVES ITS COMMONLAW COPYRIGHT AND OTHER PROPERTY RIGHTS INTHESE DOCUMENTS. THESE DOCUMENTS ARE NOT TOBE REPRODUCED, CHANGED, OR COPIED IN ANY FORMOR MANNER WHATSOEVER. NOR ARE THEY TO BEASSIGNED TO ANY THIRD PARTY WITHOUT FIRSTOBTAINING THE EXPRESSED WRITTEN PERMISSIONAND CONSENT OF SYNARC STUDIO. UHG KLOO DYH. LUYLQH . FD . R . ORANGEEXPRESSCARWASH387 N. TUSTIN ST.ORANGE, CA 92867EXPRESS CAR WASH
CLIENT:DATE:THESE FINDINGS SHOULD BE VERIFIED BY A CERTIFIED ELECTRICAL ENGINEER AS TO THEIR ACCURACY. DESIGN CHANGES SUCH AS CEILING HEIGHTS, CEILING, WALLAND FLOOR REFLECTANCES OF ALL INTERIOR SURFACES INCLUDING PARTITION WALLS MAY ADVERSELY AFFECT THE OVERALL LIGHT LEVELS. CLS IS IN NO WAYTHIS LIGHTING CALCULATION IS BASED ON THE BEST INFORMATION PROVIDED TO CLS BY THE ARCHITECT, ENGINEER, LIGHTING DESIGNER OR INTERIOR DESIGNER.RESPONSIBLE AS TO THE VERACITY OF THESE CALCULATIONS, AND THEY SHOULD BE USED AS A DESIGN REFERENCE TOOL.DISCLAIMERPROJECT:DESIGNER:CLS AGENT:1 OF 1HECTOR M.M.HEIDEE TAHERIORANGE EXPRESS CARWASH387 NORTH TUSTIN STREET, ORANGE, CALIFORNIA 92867SYNARC STUDIO, IRVINE06-22-2020EXTERIOR SITE LIGHTING STUDYScale: 1 inch= 16 Ft.Calculation SummaryLabelAvgMaxMinAvg/MinMax/MinCUSTOMER WAITING DRIVEWAY9MRBSINGLE0.900LSI INDUSTRIES: MRB-LED-30L-ACR-S-40-HSS205538.3344.7B1-U2-G12MRM-1SINGLE0.900LSI INDUSTRIES: MRM-LED-18L-SIL-3-40-70CRI-IL14155150300B1-U0-G31MRM-2SINGLE0.900LSI INDUSTRIES: MRM-LED-18L-SIL-FT-40-70CRI18782150150B3-U0-G41MRM-6BACK-BACK0.900LSI INDUSTRIES: MRM-LED-18L-SIL-5W-40-70CRI18379150300B4-U0-G227XIGSINGLE0.900LSI INDUSTRIES: XIG-LED-19-350-WW-UE-FL40134722594B0-U5-G01XWM-1SINGLE0.900LSI INDUSTRIES: XWM-FT-LED-12L-40 (WALL MOUNTED)12080102.2102.2B2-U0-G33XWM-2SINGLE0.900LSI INDUSTRIES: XWM-FT-LED-04L-40 (WALL MOUNTED)407329.588.5B1-U0-G12.1210.80.121.20108.003.81.341.97PAY STATION CANOPIES6.389.13.61.772.53PROPERTY LINE CALC0.130.90.0N.A.N.A.UNDER CANOPIES8.5515.13.92.193.87Luminaire ScheduleSymbolQtyLabelArrangementLLFDescriptionLum. LumensLum. WattsTotal WattsBUG Rating DRIVEWAY3.6111.90.84.5114.8835GPXOUTSIDE PROPERY LINE0.000.00SINGLE0.900G&G INDUSTRIAL LTG: GPX-4FT-40K-X-X-X-VOLTAGE24000.00N.A.N.A.PARKING STALLS18630B1-U1-G15.117.5XIGMH: 0MH: 0XIGMH: 0XIGMH: 0XIGXIGMH: 0XIGMH: 0XIGMH: 0MH: 0XIGMH: 0XIGMH: 0XIGMH: 0XIGXIGMH: 0XIGMH: 0XIGMH: 0MH: 0XIGMH: 0XIGXIGMH: 0MH: 0XIGXIGMH: 0MH: 0XIGMH: 0XIGMH: 0XIGMH: 0XIGMH: 0XIGMH: 0XIGMH: 0XIGMH: 0XIGMH: 22MRM-2MH: 15XWM-1MH: 22MRM-1MRM-1MH: 22MH: 8.5XWM-2GPXMH: 9MH: 9GPXMH: 9GPXGPXMH: 9GPXMH: 9MH: 9GPXMH: 9GPXMH: 9GPXGPXMH: 9MH: 9GPXGPXMH: 9MH: 9GPXGPXMH: 9MH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXGPXMH: 9MH: 9GPXMH: 9GPXMH: 9GPXGPXMH: 9MH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMH: 9GPXMRBMH: 3.6MRBMH: 3.6MRBMH: 3.6MRBMH: 3.6MRBMH: 3.6MRBMH: 3.6MH: 22MRM-6MRBMH: 3.6MRBMH: 3.6MRBMH: 3.6MH: 8.5XWM-2MH: 8.5XWM-22.4 0.9 0.8 1.91.4 1.5 1.4 1.3 1.1 0.9 0.98.9 2.5 1.3 2.1 9.01.6 1.7 1.8 1.9 1.9 1.7 1.5 1.5 2.311.9 2.9 1.6 1.8 3.1 4.9 3.1 1.4 1.02.8 3.0 3.0 1.3 2.2 1.9 1.1 1.6 1.6 1.6 1.7 1.9 2.1 2.2 2.3 2.3 2.1 1.9 2.3 7.13.5 1.9 1.7 1.8 2.3 2.0 1.8 1.3 1.13.8 4.5 4.3 1.9 2.7 2.2 1.2 1.9 1.8 1.9 2.0 2.2 2.4 2.6 2.6 2.6 2.4 2.3 2.6 5.81.7 1.7 1.8 2.0 2.3 2.5 2.9 1.6 1.45.6 6.5 5.9 2.3 1.3 2.6 1.5 2.2 2.2 2.2 2.4 2.6 2.8 3.0 3.0 2.9 2.7 2.5 2.31.5 1.9 2.2 2.4 2.7 2.9 3.21.4 2.5 2.5 2.6 2.8 3.0 3.2 3.4 3.4 3.3 3.1 2.7 2.31.7 2.2 2.6 2.9 3.13.1 3.2 3.3 3.3 3.3 3.5 3.7 3.8 3.7 3.4 3.0 2.52.0 2.7 3.2 3.6 3.73.9 4.1 4.1 3.9 3.7 3.8 4.1 4.2 4.2 4.0 3.5 2.8 1.92.6 3.5 4.1 4.54.9 5.1 4.8 4.2 3.9 4.1 4.5 4.9 5.0 4.8 4.3 3.43.1 4.3 5.0 5.39.6 6.7 5.4 5.8 5.9 5.1 4.3 4.0 4.3 4.9 5.4 5.8 5.7 5.1 4.03.2 4.5 5.3 5.7 5.610.3 6.9 5.5 5.7 5.6 4.8 4.1 3.8 4.3 5.1 5.8 6.3 6.1 5.52.7 3.9 4.8 5.7 6.08.3 6.0 5.0 5.1 5.0 4.4 3.8 3.7 4.4 5.3 6.0 6.27.0 5.9 5.1 5.5 5.4 4.7 4.0 3.7 4.5 5.4 5.94.0 4.8 4.4 4.2 3.8 3.8 4.2 4.2 3.9 3.4 3.1 2.9 2.7 2.7 2.6 2.6 2.7 2.7 2.5 2.5 2.52.3 2.6 2.7 2.8 2.8 2.9 2.8 2.7 2.5 2.2 2.1 2.1 2.3 2.5 2.7 3.0 3.1 3.5 3.7 4.2 4.85.6 6.5 6.7 5.9 5.3 5.9 6.0 5.2 4.3 3.9 4.6 5.4 5.83.4 4.0 3.9 3.8 3.6 3.7 4.1 4.0 3.6 3.1 2.8 2.5 2.4 2.3 2.2 2.2 2.1 2.1 1.9 1.9 1.91.9 2.6 3.0 3.3 3.3 3.4 3.2 2.8 2.2 1.7 1.6 1.6 1.8 2.0 2.2 2.4 2.6 2.9 3.2 3.7 4.35.2 5.9 6.0 5.3 4.9 5.5 5.7 5.3 4.4 4.1 4.8 5.6 6.03.0 3.4 3.6 3.7 3.7 4.0 4.2 4.1 3.8 3.3 3.0 2.7 2.6 2.4 2.3 2.3 2.2 2.1 2.0 2.0 2.02.2 3.1 4.0 5.2 5.3 5.2 4.4 3.4 2.5 1.9 1.7 1.8 2.0 2.2 2.5 2.6 2.8 3.0 3.4 3.8 4.35.0 5.3 5.3 4.9 4.7 5.0 5.2 5.1 4.6 4.5 5.0 5.6 6.23.3 3.9 4.3 4.6 4.8 5.1 5.2 5.1 4.9 4.4 4.1 3.8 3.7 3.6 3.4 3.4 3.3 3.3 3.1 3.1 3.13.1 3.9 4.2 5.5 6.6 5.9 4.4 4.3 3.5 3.1 2.9 3.1 3.2 3.4 3.7 3.8 4.1 4.2 4.5 4.9 5.25.7 5.7 5.7 5.5 4.1 5.6 5.6 5.7 5.5 5.4 5.7 5.8 6.15.1 4.1 3.8 4.3 4.57.9 8.7 6.6 8.5 8.88.7 9.1 6.8 8.7 9.06.3 4.2 3.6 4.4 4.52.22.64.1 2.54.7 3.5 2.13.0 2.12.9 2.13.2 2.13.8 2.34.2 2.63.3 4.5 1.2 1.4 1.64.8 3.8 2.52.3 3.1 0.5 0.7 0.84.0 3.1 2.02.3 2.6 2.8 2.9 2.83.3 2.61.9 2.2 2.3 2.4 2.33.4 2.9 2.31.7 1.9 1.9 1.9 1.7 1.62.1 2.0 1.8 2.51.5 1.5 1.5 1.4 1.4 1.9 2.5 2.3 1.1 0.9 0.8 0.8 0.8 0.8 0.9 1.5 2.4 2.2 1.2 0.9 0.80.8 0.8 0.8 0.9 1.5 2.3 2.1 1.0 0.5 0.3 0.1 0.2 0.5 0.7 1.3 2.3 2.2 1.1 0.8 0.7 0.70.7 0.8 0.8 1.4 2.4 2.2 1.1 0.8 0.7 0.7 0.7 0.8 0.9 1.7 2.7 2.7 1.8 1.6 1.7 1.6 1.51.2 1.2 1.5 3.5 10.6 6.2 2.0 0.7 0.5 0.4 0.4 0.5 1.0 3.1 10.5 6.2 2.0 0.7 0.5 0.4 0.4 0.5 1.0 3.1 10.5 6.1 1.9 0.5 0.2 0.1 0.1 0.3 0.8 2.9 10.3 6.3 2.0 0.7 0.4 0.4 0.4 0.5 1.0 3.0 10.5 6.1 1.9 0.7 0.4 0.4 0.4 0.5 1.1 3.2 10.8 6.6 2.6 1.5 1.3 1.30.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00 0.00 0.00 0.00 0.00 0.00 0.00 0.005.6 7.3 7.8 7.0 7.1 6.9 6.4 6.9 6.6 5.9 6.6 6.7 6.0 6.5 6.4 6.2 6.7 6.4 5.9 6.6 6.66.0 6.4 6.3 6.2 6.8 6.4 6.1 6.7 6.4 6.1 6.6 9.7 10.4 11.47.3 10.8 11.6 10.0 11.1 11.0 9.4 10.710.6 9.0 10.6 10.5 9.1 10.6 10.3 9.1 10.710.3 9.0 10.7 10.2 9.1 10.6 10.0 9.2 10.8 10.0 9.2 10.7 9.8 9.3 10.7 13.0 13.1 14.97.5 11.6 12.5 10.6 12.0 12.1 10.1 11.4 11.4 9.6 11.6 11.4 9.7 11.6 11.3 9.7 11.7 11.2 9.7 11.7 11.0 9.7 11.6 10.8 9.8 11.7 10.8 9.8 11.7 10.6 9.9 11.7 13.6 13.4 15.15.8 8.0 8.6 7.7 8.3 8.2 7.3 7.7 7.7 6.9 7.8 7.7 7.0 7.8 7.7 7.0 7.8 7.6 6.9 7.7 7.46.7 7.6 7.2 6.7 7.6 7.2 6.7 7.6 7.1 6.7 7.5 10.0 10.1 10.95.2 5.7 5.9 6.6 6.7 6.7 7.2 7.2 6.9 7.1 6.7 6.3 6.4 6.0 5.6 5.9 5.6 5.4 5.6 5.4 5.25.5 5.2 5.1 5.3 5.0 4.9 5.5 6.2 5.8 5.2 5.3 5.0 5.0 5.4 5.3 5.4 5.9 5.8 5.9 6.4 6.26.4 6.9 6.8 7.0 7.5 7.2 7.2 7.5 7.1 5.9 7.4 7.2 7.3 7.5 7.2 7.2 7.48.8 9.2 8.8 10.5 10.4 9.8 11.2 10.7 10.111.1 10.3 9.6 10.5 9.5 9.0 10.0 9.1 8.79.8 8.9 8.6 9.7 8.7 8.5 9.4 8.3 7.9 8.4 9.1 8.3 8.2 9.4 8.4 8.4 9.6 8.8 8.9 10.2 9.3 9.4 10.6 9.7 9.8 11.0 10.1 10.2 11.3 10.3 10.3 11.3 10.3 9.3 11.3 10.3 10.3 11.4 10.4 10.3 11.210.8 11.1 10.3 12.8 12.4 11.4 13.5 12.7 11.7 13.5 12.4 11.3 13.0 11.5 10.7 12.5 11.1 10.5 12.3 10.9 10.512.2 10.6 10.5 12.0 10.1 9.8 10.9 11.9 10.4 10.1 11.9 10.4 10.4 12.2 10.7 10.812.7 11.3 11.3 13.1 11.7 11.7 13.4 11.9 11.9 13.6 11.9 11.9 13.5 11.9 11.1 13.5 11.9 11.9 13.7 12.1 11.9 13.48.1 8.5 8.1 9.6 9.5 8.9 10.1 9.7 9.1 10.1 9.4 8.8 9.6 8.8 8.3 9.2 8.4 8.0 9.0 8.2 7.9 8.8 8.0 7.9 8.7 7.7 7.3 7.7 8.4 7.7 7.7 8.7 7.9 7.9 9.0 8.2 8.3 9.5 8.7 8.8 9.8 9.1 9.1 10.0 9.2 9.1 10.1 9.2 9.2 10.1 9.2 8.4 10.1 9.2 9.3 10.2 9.4 9.3 10.14.6 4.9 4.9 5.5 5.5 5.5 5.9 5.8 5.6 5.9 5.7 5.4 5.5 5.2 4.9 5.1 4.8 4.7 4.9 4.6 4.54.7 4.5 4.4 4.6 4.3 4.0 3.9 4.2 4.2 4.2 4.6 4.5 4.5 4.9 4.8 4.9 5.4 5.3 5.4 5.7 5.65.6 5.9 5.6 5.6 5.9 5.6 5.6 5.8 5.6 4.9 5.8 5.6 5.7 6.0 5.9 5.9 6.10.0 0.4 0.3 0.6 0.4 0.5 0.1 0.0 0.0 0.1 0.3 0.2 0.1 0.2 0.2 0.1 0.2 0.1 0.2 0.1 0.20.2 0.1 0.2 0.1 0.0 0.7 0.8 0.8 0.8 0.8 0.9 0.9 0.9 0.8 0.5 0.30.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.03.8 4.0 4.0 3.9 4.1 4.8 5.1 5.1 5.4 6.4 7.4 7.5 7.4 6.5 5.24.7 4.6 4.4 4.1 4.1 4.8 5.2 5.4 5.8 6.4 6.7 6.7 6.5 6.2 6.05.2 4.9 4.4 4.3 4.2 4.8 5.1 5.2 5.4 5.7 5.7 5.6 5.6 5.5 5.65.3 4.8 4.4 4.2 4.1 4.6 4.8 4.7 4.5 4.5 4.4 4.3 4.2 4.1 4.2