HomeMy WebLinkAbout06-20-2016 ARC Item 1 - Staff Report Attachment 10City of San Luis Obispo
INITIAL STUDY
ENVIRONMENTAL CHECKLIST FORM
For ER # 1098-15
1.Project Title: Calle Joaquin Hotel Development
2.Lead Agency Name and Address: City of San Luis Obispo
990 Palm Street, San Luis Obispo, CA 93401
3. Contact Person and Phone Number: Phil Dunsmore, Senior Planner, Community
Development – Development Review (805) 781-7522
4. Project Location: 1301 Calle Joaquin Road, San Luis Obispo, California
5. Project Sponsor’s Name and Address: Agent: Tim Walters, RRM Design Group
Applicant: Myhre Group Architects
620 SW 5th Avenue, Suite #500
Portland, Oregon 97204
6. General Plan Designation: Tourist Commercial, Special Focus
7. Zoning: Commercial Tourist, Special Focus (C-T-SF)
8. Description of the Project:
The applicant, Myhre Group Architects, represented
by Philip Stewart, has applied for Architectural
Review to allow for a 69,293-square foot, four-
story, 114-unit extended-stay hotel on a 2.84-acre
parcel accessed from Calle Joaquin. The maximum
height of the structure would be 45 feet. Hotel room
types would include: studio and accessible studio
(40 units), double queen and accessible double
queen (54 units), one bedroom and accessible one
bedroom (13 units), and two bedrooms and
accessible bedrooms (7 units). Hotel amenities
would include an outdoor swimming pool, fire pits,
and barbeque patio within an approximately 5,000-
square foot fenced enclosure; guest laundry room; fitness room; breakfast buffet room with
tables and serving areas; breakfast patio; and a meeting/multi-purpose room. No conference or
commercial cooking facilities are proposed. A noise wall (concrete with stone veneer) would be
constructed along the edge of the outdoor patio. Occupancy would be 221 persons, including 206
guests and 15 employees.
Figure 1. Vicinity Map
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 20152
The parking lot would include 117 vehicular spaces (including five accessible spaces and one
wheelchair user only space), and six motorcycle spaces. The parking lot would consist of asphalt
paving, and permeable pavement parking stalls. Eight bicycle spaces are proposed, including six
wall-mounted, long term bike storage spaces located within the first floor, and two short-term
spaces. As proposed, the project would result in 21,699 square feet of permeable paver area and
33,100 square feet of sidewalk/paving area. The building footprint would be 18,390 square feet.
The project includes 48,455 square feet of landscaped area, 47,215 square feet of landscaping
and four bio-swales (1,240 square feet). Landscaping would include: a variety of trees (ranging
in height from 20 to 80 feet at maturity); shrubs and groundcover; turf areas; shade-tolerant
shrubs; and bio-infiltration and vegetated swales. Signage would include an illuminated 20-
square foot monument sign at the entrance, and three illuminated wall mounted signs
(approximately 100 square feet each) on the north, east, and south elevations. The project
includes a 30-foot tall flag pole, 21-foot tall parking lot light poles, post-top light fixtures
mounted at 6 feet, 3-foot tall light bollards, and lighted wall sconces mounted at 6 feet.
The project would include disturbance of the entire 2.84-acre parcel, including 55 cubic yards of
cut and 6,330 cubic yards of imported fill. Approximately 7,850 cubic yards of spoils would be
generated, resulting in a total export of 1,575 cubic yards. The remainder of the material would
be balanced onsite. Stormwater management would include use of the existing drainage
easements along the northeast and southwest property boundaries, and four internal bio-swales.
9. Project Entitlements:
The project requires approval by the Architectural Review Commission (ARC).
10. Surrounding Land Uses and Settings:
The project site is located at 1301 Calle Joaquin Road, Assessor’s Parcel Number (APN) 053-
152-003. The project site is within the Tourist Commercial land use designation, and is located
within the Calle Joaquin Auto Sales Site Area, Special Focus area. The project site and adjacent
parcels to the northeast and southwest are within the Commercial Tourist, Special Focus zone.
The parcel to the northwest is within the Conservation/Open Space, 20-acre minimum zone.
Other surrounding land use zones include Commercial Retail and Commercial Services-Planned
Development to the west, along Los Osos Valley Road and Auto Park Way. Conservation-Open
Space and Public/Public Facilities zones are located east of U.S. Highway 101. The parcel was
created by a previous subdivision, was graded, and supports drainage easements. The nearly
level project site does not support any significant amount of vegetation, and no trees are present.
The project parcel and adjacent parcels are vacant. The City Farm property is located on the
parcel to the northwest, adjacent to Prefumo Creek. Calle Joaquin and U.S. Highway 101 are
located to the southeast. Land uses in the area include auto sales to the west and south, and a
motel and commercial development to the south.
11.Other public agencies whose approval is required:
Regional Water Quality Control Board, Air Pollution Control District, County Airport Land Use
Commission
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 20153
ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED:
The environmental factors checked below would be potentially affected by this project, involving at
least one impact that is a “Potentially Significant Impact” as indicated by the checklist on the following
pages.
X Aesthetics Greenhouse Gas Emissions Population / Housing
Agriculture Resources X Hazards & Hazardous
Materials
Public Services
X Air Quality X Hydrology / Water Quality Recreation
X Biological Resources Land Use / Planning X Transportation / Traffic
X Cultural Resources Mineral Resources X Utilities / Service Systems
X Geology / Soils X Noise Mandatory Findings of
Significance
FISH AND WILDLIFE FEES
The Department of Fish and Wildlife has reviewed the CEQA document and written no effect
determination request and has determined that the project will not have a potential effect on fish, wildlife,
or habitat (see attached determination).
X
The project has potential to impact fish and wildlife resources and shall be subject to the payment of Fish
and Game fees pursuant to Section 711.4 of the California Fish and Game Code. This initial study has
been circulated to the California Department of Fish and Wildlife for review and comment.
STATE CLEARINGHOUSE
X
This environmental document must be submitted to the State Clearinghouse for review by one or more
State agencies (e.g. Cal Trans, California Department of Fish and Game, Department of Housing and
Community Development). The public review period shall not be less than 30 days (CEQA Guidelines
15073(a)).
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 20154
DETERMINATION (To be completed by the Lead Agency):
On the basis of this initial evaluation:
I find that the proposed project COULD NOT have a significant effect on the environment,
and a NEGATIVE DECLARATION will be prepared.
I find that although the proposed project could have a significant effect on the environment,
there will not be a significant effect in this case because revisions in the project have been
made, by or agreed to by the project proponent. A MITIGATED NEGATIVE
DECLARATION will be prepared.
--X--
I find that the proposed project MAY have a significant effect on the environment, and an
ENVIRONMENTAL IMPACT REPORT is required.
I find that the proposed project MAY have a “potentially significant” impact(s) or “potentially
significant unless mitigated” impact(s) on the environment, but at least one effect (1) has been
adequately analyzed in an earlier document pursuant to applicable legal standards, and (2) has
been addressed by mitigation measures based on the earlier analysis as described on attached
sheets. An ENVIRONMENTAL IMPACT REPORT is required, but it must analyze only the
effects that remain to be addressed
I find that although the proposed project could have a significant effect on the environment,
because all potentially significant effects (1) have been analyzed adequately in an earlier EIR
or NEGATIVE DECLARATION pursuant to applicable standards, and (2) have been avoided
or mitigated pursuant to that earlier EIR of NEGATIVE DECLARATION, including revisions
or mitigation measures that are imposed upon the proposed project, nothing further is required.
S i g n a t u r e D a t e
For: Derek Johnson,
Printed Name Community Development Director
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 20155
EVALUATION OF ENVIRONMENTAL IMPACTS:
1. A brief explanation is required for all answers except “No Impact” answers that are adequately supported by the
information sources a lead agency cites in the parentheses following each question. A “No Impact” answer is
adequately supported if the referenced information sources show that the impact simply does not apply to projects
like the one involved (e.g. the project falls outside a fault rupture zone). A “No Impact” answer should be explained
where it is based on project-specific factors as well as general standards (e.g. the project will not expose sensitive
receptors to pollutants, based on a project-specific screening analysis).
2. All answers must take account of the whole action involved, including off-site as well as on-site, cumulative as well
as project-level, indirect as well as direct, and construction as well as operational impacts.
3. Once the lead agency has determined that a particular physical impact may occur, then the checklist answers must
indicate whether the impact is potentially significant, less than significant with mitigation, or less than significant.
"Potentially Significant Impact' is appropriate if there is substantial evidence that an effect may be significant. If
there are one or more "Potentially Significant Impact" entries when the determination is made, an EIR is required.
4. “Negative Declaration: Less Than Significant With Mitigation Incorporated” applies where the incorporation of
mitigation measures has reduced an effect from "Potentially Significant Impact" to a "Less than Significant Impact."
The lead agency must describe the mitigation measures, and briefly explain how they reduce the effect to a less than
significant level (mitigation measures from Section 19, "Earlier Analysis," as described in (5) below, may be cross-
referenced).
5. Earlier analysis may be used where, pursuant to the tiering, program EIR, or other CEQA process, an effect has
been adequately analyzed in an earlier EIR or negative declaration (Section 15063 (c) (3) (D)). In this case, a brief
discussion should identify the following:
a) Earlier Analysis Used. Identify and state where they are available for review.
b) Impacts Adequately Addressed. Identify which effects from the above checklist were within the scope of and
adequately analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects
were addressed by mitigation measures based on the earlier analysis.
c) Mitigation Measures. For effects that are “Less than Significant with Mitigation Measures Incorporated,”
describe the mitigation measures which were incorporated or refined from the earlier document and the extent to
which they addressed site-specific conditions for the project.
6.Lead agencies are encouraged to incorporate into the checklist references to information sources for potential
impacts (e.g. general plans, zoning ordinances). Reference to a previously prepared or outside document should,
where appropriate, include a reference to the page or pages where the statement is substantiated.
7.Supporting Information Sources: A source list should be attached, and other sources used or individuals contacted
should be cited in the discussion.
8. The explanation of each issue should identify:
a) the significance criteria or threshold, if any, used to evaluate each question; and
b) the mitigation measure identified, if any, to reduce the impact to less than significance
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 20156
1. AESTHETICS. Would the project:
a) Have a substantial adverse effect on a scenic vista? 1, 2 --X--
b) Substantially damage scenic resources, including, but not
limited to, trees, rock outcroppings, open space, and historic
buildings within a local or state scenic highway?
2 --X--
c) Substantially degrade the existing visual character or quality of
the site and its surroundings?
2 --X--
d) Create a new source of substantial light or glare which would
adversely affect day or nighttime views in the area?
1, 3 --X--
Evaluation
The project site is located along the northern terminus of Calle Joaquin Road, approximately 90 feet west of U.S. Highway 101
(U.S. 101), and approximately 750 to 1,000 feet east of Los Osos Valley Road. U.S. 101 and Los Osos Valley Road are
designated in the Conservation and Open Space Element (COE) as having view corridors of “high scenic value” southwest of
the site, and “moderate scenic value” northeast of the site (Figure 11: Scenic Roadways and Vistas). The project site is not
located within a specific “cone of view” as identified by the COSE. The project site is currently vacant, and appears agricultural
in nature, due to the presence of low growing crops to the immediate north and northeast. Development visible from both Los
Osos Valley Road and U.S. 101 include car dealerships, gas stations, commercial centers, and Motel 6; the Embassy Suites
hotel and large shopping centers and parking areas are visible near Madonna Road (approximately 0.5 mile to the north). The
City’s water resource recovery facility (WRRF) is visible to the east of U.S. 101, although vegetation provides screening. Other
development includes the Los Osos Valley Road interchange (currently undergoing re-construction), billboards, and
transmission towers and lines. The Irish Hills, Santa Lucia Foothills, South Hills, Cerro San Luis, and Bishop’s Peak provide a
topographic and scenic backdrop to the City.
The project site is visible from both the southbound and northbound travel lanes of U.S. 101 for approximately 0.9 mile. As
seen from the northbound lanes, the site is visible after a driver passes the Los Osos Valley Road southbound off-ramp, and the
site dominates the western view after passing the Motel 6 and Chevrolet car dealership. As seen from U.S. 101 south of the site,
Cerro San Luis and Bishop’s Peak provide a solid backdrop. As seen from U.S. 101 directly east of the project site, the project
site is located within a valley between the Irish Hills and Cerro San Luis, and the natural setting to the northwest is generally
level, with large trees along the Prefumo Creek corridor visible in the distance. As a driver travels further north, Cerro San Luis,
Embassy Suites, and the Promenade shopping center become more visible, in the primary view corridor looking north. As seen
from U.S. 101 southbound travel lanes, the site is visible after the driver passes the Promenade shopping center and Embassy
Suites; the Irish Hills provide a solid backdrop, looking south. Commercial development along Los Osos Valley Road can be
seen behind the Prefumo Creek corridor.
Policy 9.2.1 of the COE and Policy 15.1.2 of the Circulation Element mandate that new development projects not wall off
scenic roadways and block views and that the Architectural Review Commission (ARC) review consider protection of view
corridors. Pursuant to COE Policy 9.3.6 and 15.1.2 of the Circulation Element, view blockage along scenic roadways is
considered a significant impact and requires consideration during environmental review. LUCE Program 8.11, Calle Joaquin
Auto Sales Area, states that development must address viewshed preservation and treatment as a gateway to the City visible
from Highway 101.
a), b), c) The project site is most visible along a stretch of U.S. 101 designated to have high to moderate scenic value. Any
development on the project site would be clearly visible as seen from U.S. 101, similar to existing development. Any structure
would partially block views of the Irish Hills, Cerro San Luis, and Bishop’s Peak, and would result in a visual change from
open space to urban development. Construction of the proposed project would require the use of equipment and temporary
structures, which would be visible from U.S. 101. These effects would be temporary, and limited to the construction phase.
Therefore, potential short-term impacts would be less than significant.
The proposed project would be 45 feet in height and would include structures, a parking area, landscaping, signage, and
lighting. The structure would be setback approximately 90 feet the edge of Calle Joaquin, and separated by a landscaping and
parking areas. Proposed elevations for the building show stucco-finished walls in varying muted colors (tans and greens), with
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 20157
stone veneer, and flat roofing of varying heights, with fiberglass cornice and metal parapet cap. Accents include aluminum
window frames, windows with varying pane sizing and framing, and wood framed canopy and wood trellises stained to match
the window frames and metal cornice. The project style incorporates natural-appearing exterior features including stucco and
stone that incorporate the colors of the surrounding landscape. The project has an extended, generally rectangular form, but
includes wall offsets along all elevations, and covered entryways. Architectural details, including use of muted colors and stone,
are consistently provided on all sides of the building. The structure includes flat roofing along all elevations at varying heights.
The front entry includes a canopy over the entryway. Wall signage is illuminated (teal and red during the day, white and red at
night), and is located on the north, east, and south facades (100 square feet each). Due to exposure to noise generated on U.S.
Highway 101, noise attenuation consisting of a solid wall is identified within the swimming pool and barbeque patio areas;
landscaping is provided along the perimeter of the wall.
Parking areas would be located along the northwestern, northeastern, and eastern sides of the building. Landscaping including a
variety of tall trees, shrubs, and groundcover would be installed and maintained between the structure and Calle Joaquin,
between Calle Joaquin and U.S. 101, and along all property boundaries and within the parking areas. The landscaping plan
incorporates predominantly native, drought-tolerant species.
The ARC reviewed conceptual plans and elevations for the proposed hotel on July 7, 2014. Recommendations provided by the
ARC generally included: provision of parking around the structure to facilitate access for guests; design of outdoor use areas
should consider high winds in the area; incorporate permeable surfaces; add horizontal and vertical offsets to break up the
massing of the structure; provide more complementary and harmonious architectural styles, embrace one style as opposed to
separate styles for exterior features and elements; add details for lighting and landscaping; use natural earth tone colors that
blend with the stone features; and incorporate less stone on the exterior walls. Following conceptual review by the ARC, the
applicant has worked with City staff to redesign the structure to reduce the massing and singular blocky shape of the building
through horizontal and vertical offsets, reduce the height of the building to 45 feet (consistent with the Ordinance), incorporate
taller trees, colors, and materials to reduce the appearance of massing and encourage compatibility with the regional landscape,
and present a consistent architectural theme and appropriate accents and details. The applicant will return to the ARC for final
design review and approval.
The proposed development would be visible for approximately 0.9 mile as seen from U.S. 101. The structure would partially
block views of the Irish Hills, Cerro San Luis, and Bishop’s Peak (in the distance). As seen from the northbound travel lanes,
views of vegetation, the western extent of Cerro San Luis, and Bishop’s Peak (in the distance) would be partially blocked for up
to approximately 0.25 mile; the project’s approximately 90-foot front setback would retain primary views of Cerro San Luis. As
seen from the southbound lanes, views of the Irish Hills are partially blocked by existing trees adjacent to the highway, and the
foreground of the western extent of the hills (as seen from this section of U.S. 101) would be partially blocked for
approximately 0.4 mile.
Based on the size and location of the proposed structure, a majority of existing views of prominent hillsides would be retained
as viewers travel along U.S. 101. Proposed setbacks, variations in vertical and horizontal elevations, exterior colors and
materials, and landscaping would help blend the structure with the natural backdrop and proximate urban development,
including the Hampton Inn and Embassy Suites, both near the U.S. 101 corridor. Mitigation is identified, which would further
ensure that the project would not result in significant visual impacts.
Mitigation Measures: The applicant shall comply with the following measures:
AES-1 Prior to issuance of construction permits, final project design shall require architectural review to assure that impacts to
scenic resources are addressed in accordance with City policy. The Architectural Review Commission shall review site
design, building architecture, colors, grading, lighting, landscaping, and signage for consistency with General Plan
polices for viewshed protection and the City’s Community Design Guidelines, and all recommendations shall be
incorporated into the proposed project. In addition, the following standards shall supplement City policy, and shall
apply to the project site:
a. All free-standing exterior light fixtures shall have a maximum height of twenty feet as measured from the fixture
to finished grade. All lighting shall incorporate fully shielded light sources, with illumination levels at or below
10-foot candles when measured below the light source at finished grade. Light levels at and beyond the property
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 20158
lines shall not exceed 1 foot-candle. The City shall review a complete lighting plan and photometrics plan as part
of the construction plans to ensure compliance.
b. The final site plan shall incorporate landscaping and site improvements in order to create a “soft edge” along all
lot boundaries, including drought-tolerant native trees and shrubs. The landscaping plan shall include drought-
tolerant, native tree plantings and irrigation within the Calle Joaquin right-of-way; trees shall be spaced to
preserve primary views through the project site.
c. All mechanical equipment (including backflow plumbing devices and water meters), whether on the ground or
installed elsewhere, shall be painted a flat green color and screened from public view with appropriate landscape
material, earthen berms, or landscaped walls.
d. The final elevations shall identify exterior colors and materials that include natural, muted colors (i.e., muted
browns, greens, and tans) consistent with the natural backdrop.
AES-2 Prior to issuance of construction permits, the applicant shall submit a final landscape plan with road improvement
plans for review and approval by the Community Development Department, Utilities Department, and Public Works
Department. The landscape plan shall identify the size, quantity, and variety of all landscape plants and trees.
Appropriate groundcover mulch and erosion control methods shall be indicated on the plan. The landscape plan shall
include an irrigation plan (drip irrigation) and if feasible, connection to the City’s recycled water “purple pipe” system,
for all proposed landscape areas. The landscape plan shall comply with the following standards, unless otherwise
superseded by the Architectural Review Commission:
a. Small trees that are no taller than 15-20 feet, numbers of which are calculated based on a spacing of 50 feet, shall
be clustered and interspersed with other plant materials including low to medium-height shrubs and groundcovers
(native and native-appearing choices) to create a variety of textures and canopies within the 12-foot wide planting
strip between the eastern edge of the Calle Joaquin and U.S. Highway 101 right-of-ways.
b. Larger trees with an open character, numbers of which are calculated based on a spacing of 50 feet, shall be
clustered along the western edge of the Calle Joaquin right-of-way to maximize views through the southwestern
and northeastern lot boundaries. Other smaller trees that are not taller than 40 feet, numbers of which are
calculated based on a spacing of 50 feet, shall be interspersed with the larger trees along the frontage of the lot.
Trees shall also be planted to complement the hotel building by choosing species that will ultimately meet the
roofline of the building at maturity and be planted in locations close to the building.
c. Size and quantity of all plants shall be clearly identified on the final landscape plan. Street trees shall be a
minimum size of 24-inch box specimens.
d. Use of recycled water is regulated by the State Water Board and CDPH. The City delivers recycled water under its
Master Reclamation Permit from the State Water Board. The irrigation plans shall be prepared in compliance with
the City’s Procedures for Recycled Water Use.
f. On-site landscaping, and landscaping located within the parkway, between Calle Joaquin and U.S. Highway 101,
shall be maintained by the developer/landowner. A landscape maintenance agreement shall be recorded prior to
issuance of construction permits. The agreement shall run with the land and the responsibility for on-going
maintenance shall be transferred to future property owners, as applicable. Maintenance shall be overseen by the
Community Development Director in consultation with the Natural Resources Manager.
Conclusion: Less than significant impact with mitigation.
d) Existing sources of light and glare in the area include street lighting, car dealerships, and shopping centers. COE Policy
9.2.3 states that outdoor lighting shall avoid unnecessary operation, spillage of lighting to areas not needing or wanting
illumination, glare, and frequencies that interfere with astronomical viewing. The project would comply with Section 17.23.050
of the Zoning Regulations (Night Sky Preservation). The additional lighting created by the project would not result in a
noticeable increase in light or glare, or effect on the night sky. During certain times of the day, sunlight may reflect against
windows creating glare visible from U.S. 101. Mitigation is identified that would reduce this potential impact to less than
significant.
Mitigation Measure: The applicant shall comply with the following measure:
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 20159
AES-3 Prior to issuance of construction permits, the applicant shall submit construction plans showing the use of measures to
reduce glare on windows facing U.S. Highway 101, which may include but not be limited to recessed windows or
coatings.
Conclusion: Less than significant impact with mitigation.
As discussed above, the proposed project appears to be consistent with the City General Plan and Zoning Code, and would not
include any features that would result in a significant adverse effect to aesthetic resources following implementation of
mitigation measures. The project may be further refined through review and approval by the Architectural Review Commission.
2. AGRICULTURE RESOURCES. Would the project:
a) Convert Prime Farmland, Unique Farmland, or Farmland of
Statewide Importance (Farmland), as shown on the maps
pursuant to the Farmland Mapping and Monitoring Program of
the California Resources Agency, to non-agricultural use?
2, 4, 5,
6
--X--
b) Conflict with existing zoning for agricultural use or a
Williamson Act contract?
2 --X--
c) Involve other changes in the existing environment which, due
to their location or nature, could result in conversion of
Farmland to non-agricultural use?
2 --X--
Evaluation
Onsite soils within Lots 1, 2, 3, and 4 include: Cropley clay (0 to 2 percent slopes) and Salinas silty clay loam (0 to 2 percent
slopes). These soils types are Class III, non-irrigated. The site would be considered prime farmland, if irrigated. Based on
review of the Farmland Mapping and Monitoring Program Important Farmland Map (2010), the project site is designated
“Prime Farmland”. The project site is zoned Commercial Tourist - Special Focus, and was previously graded. The project site is
not irrigated and does not support agricultural uses. Land to the north and northeast is under agricultural production. The project
site and adjacent parcels are not under Williamson Act contracts.
The 1994 General Plan Land Use Element EIR identified a significant, unavoidable impact to prime farmland as a result of
proposed and approved land use changes and anticipated future development of the project site. At the time, the City Council
adopted a Statement of Overriding Considerations upon approval of the Land Use Element, and designation of the site as
“Services and Manufacturing” (Resolution 8332). The overriding considerations stated the following: “Accommodating a
reasonable share of anticipated regional growth within the urban reserve line, contiguous to existing development, while
preserving land outside the urban reserve line”. Mitigation for the loss of prime farmland is incorporated into General Plan Land
Use Element Policy 1.13.5, and was implemented when the property was annexed into the City. The mitigation required that
half of the ownership area to be annexed be preserved as open space, which was achieved upon approval of the annexation.
The 2014 LUCE Final EIR identified a Class II (less than significant impact with mitigation) as a result of future development
on prime farmland, unique farmland, and/or farmland of statewide importance (refer to Impact AG-2 in the Final EIR).
Required mitigation includes permanent protection of an area of equal quality, which was previously achieved when the
property was annexed into the City, and the site was zoned for urban development.
The proposed project has no bearing on the adequacy of the 1994 Land Use Element EIR’s or 2014 LUCE EIR’s conclusions
regarding the loss of prime farmland or statement of overriding considerations because: the amount of land to be converted by
the development is the same as what was considered in the Land Use Element (1994); the proposed project does not adversely
affect the existing open space parcel; and, since the adoption of the Land Use Element Update in 1994, the City has acquired
many acres of agricultural lands and other properties with unique natural resources, primarily outside the City limits and in
cases, outside the City’s urban reserve area, and this proactive natural resources program was a key consideration to evaluating
the specific impacts of the loss of prime farmland on this property and adjacent properties.
a), b) The site is currently zoned for urban development and does not currently support agricultural production. As noted above,
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201510
the loss of prime farmland was evaluated as part of the 1994 Land Use Element Update Final EIR, and the resulting impact was
mitigated by the creation of the adjacent open space parcel (Open Space Lot 5). Therefore, the proposed project would not
result in any changes that would affect the basis of the overriding considerations. Therefore, potential impacts would be less
than significant.
Conclusion: Less than significant impact.
c) Property to the northeast is within the City Farm, and supports irrigated row crops. Implementation of the proposed project
would not directly affect Open Space Lot 5, which provides a buffer to the north and northeast. Based on review by the County
Agricultural Commissioner’s Office: “The proposed project appears to be adequately buffered from adjacent ag [sic] land based
on the building location, room orientation, and landscaping represented on the plan. Development on remaining lots should be
similar. Disclosure of the County’s Right-to-Farm Ordinance is recommended” (Lynda Auchinachie 2014). The applicant
provided a shadow study (MGA 2015), which demonstrates that due to the distance between the building and the northern
property line (180 feet), shadows cast by the building would not extend beyond the northern property boundary; although
landscape trees along the northern boundary would cast shadows to the north, beyond the property boundary, during a portion
of the day. The effects would be minimal, as the light would be filtered and the shadow would not be constant. Therefore,
potential impacts would be less than significant. Approval of the proposed project would not result in any uses that would
impair or otherwise adversely affect crop production, and the project would not result in any other changes that would result in
conversion of Farmland to non-agricultural use.
Conclusion: Less than significant impact.
As discussed above, the proposed project would not result in any adverse effects to agricultural, on or off-site. No mitigation is
necessary.
3. AIR QUALITY. Where available, the significance criteria established by the applicable air quality management or air
pollution control district may be relied upon to make the following determinations. Would the project:
a) Conflict with or obstruct implementation of the applicable air
quality plan?
7 --X--
b) Violate any air quality standard or contribute substantially to
an existing or projected air quality violation?
2, 8, 9 --X--
c) Result in a cumulatively considerable net increase of any
criteria pollutant for which the project region is non-attainment
under an applicable federal or state ambient air quality standard
(including releasing emissions which exceed quantitative
thresholds for ozone precursors)?
2, 8, 9 --X--
d) Expose sensitive receptors to substantial pollutant
concentrations?
8, 9 --X--
e) Create objectionable odors affecting a substantial number of
people?
--X--
Evaluation
The City of San Luis Obispo is located within the jurisdiction of the San Luis Obispo Air Pollution Control District
(SLOAPCD). SLOAPCD is located within the South Central Coast Air Basin. Based on review by the SLOAPCD (Melissa
Guise, 2014), implementation of the project may result in the generation of construction emissions, exposure to naturally
occurring asbestos (if present), potential exposure to material containing asbestos (if present), generation of fugitive dust, and
operational emissions. Air emissions modeling was conducted using CalEEMod, and worksheets are attached to this Initial
Study. The project does not include demolition activities. Compliance with existing regulations and consistency with the
SLOAPCD CEQA Handbook (2012) would address potential air quality impacts, as noted below.
a) SLOAPCD adopted the 2001 Clean Air Plan (CAP) in 2002. The 2001 CAP is a comprehensive planning document
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201511
intended to provide guidance to the SLOAPCD and other local agencies, including the City, on how to attain and maintain the
state standards for ozone and PM10. The CAP presents a detailed description of the sources and pollutants which impact the
jurisdiction, future air quality impacts to be expected under current growth trends, and an appropriate control strategy for
reducing ozone precursor emissions, thereby improving air quality. The proposed project is consistent with the general level of
development anticipated and projected in the CAP. The project is consistent with the CAP’s land use planning strategies,
including locating a business within an urban area on an existing roadway, near transit services and shopping areas. Therefore,
potential impacts would be less than significant.
Conclusion: Less than significant impact.
b), c) SLOAPCD monitors air pollutant levels to assure that air quality standards are met, and if they are not met, to develop
strategies to meet the standards. Depending on whether the standards are met or exceeded, the air basin is classified as being in
“attainment” or as “non-attainment”. SLOAPCD is currently in non-attainment for 1-hour and 8-hour ozone and 24-hour and
annual arithmetic mean respirable particulate matter (PM10).
Pursuant to the 2014 LUCE Final EIR, required mitigation measures include standards to reduce fugitive dust and combustion
emissions, consistent with the most current SLOAPCD-recommended construction-related mitigation measures. Compliance
with these standards is monitored during the building permit plan check process and by field inspections conducted by Building
Division inspectors. All secondary effects caused by construction are expected to be short term. Long-term operational impacts
may require implementation of mitigation measures, which would reduce vehicle miles traveled, energy consumption, and off-
gassing of architectural coatings.
Implementation of the proposed project would require grading and construction, which would generate air emissions. Up to
2.84 acres of grading may occur. Use of portable equipment over 50 horsepower (hp) would require a permit from SLOAPCD.
Operation of the hotel would result in additional trips, including employees and guests.
Grading and Construction. The project would result in the disturbance of approximately 2.84 acres. Grading activities would
result in the import of 6,330 cubic yards of soil, and the export of 1,575 cubic yards of soil. Construction activities would
generate fugitive dust particles, ozone precursors, and diesel exhaust that could result in an increase in criteria pollutants and
could also contribute to the existing non-attainment status for ozone and PM10. Reactive organic gasses (ROG) would be
released during drying of architectural coatings. Site preparation and grading would involve the greatest amount of heavy
equipment and the most substantial generation of fugitive dust. Potential construction emissions were estimated using
CalEEMod. Based on limited information about grading and construction, defaults were applied. Table 1 below shows the
estimated construction-related emissions. Based on the air quality modeling, the construction of the project would generate
emissions exceeding quarterly Tier 1 thresholds, and mitigation is necessary.
Table 1. Construction Emissions (Unmitigated)
ROG and NOx
(lbs/day)
PM10
(lbs/day)
DPM
(lbs/day)1
ROG and NOx
(tons/quarter)
PM10
(tons/quarter)
DPM
(tons/quarter)1
Project Emissions 233.55 9.16 4.25 1.12 0.065 0.095
Daily Threshold 137 n/a 7.0 --- --- ---
Mitigation Required Yes n/a No --- --- ---
Tier 1 Threshold (t/q) --- --- --- 2.5 2.5 0.13
Mitigation Required --- --- --- No No No
1. The DPM estimations were derived from the “PM10 Exhaust” output from CalEEMod as recommended
by SLOAPCD. This estimation represents a worst case scenario because it includes other PM10 exhaust
other than DPM.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201512
Construction of the proposed project would generate ROG and NOx emissions exceeding identified daily (pounds/day).
Pursuant to the SLOAPCD CEQA Handbook (2012), required mitigation includes implementation of Standard Mitigation
Measures and Best Available Control Technology (BACT) for construction equipment. The proposed project would not exceed
identified thresholds for PM10; however, ground disturbance may generate fugitive dust that may create a dust nuisance.
Standard dust control mitigation measures would apply.
Table 2 below shows implementation of Tier 3 engines, diesel particulate filters (Tier 3), and use of low VOC architectural
coatings (71 grams/liter). Based on implementation of these measures, potential adverse impacts during the construction phase
of the project would be mitigated to less than significant and off-site mitigation would not be required. Emissions from actual
construction fleet would be verified by the SLOAPCD, including review and approval of BACT prior to construction.
Table 2. Construction Emissions (Mitigated)
ROG and NOx
(lbs/day)
PM10
(lbs/day)
DPM
(lbs/day)1
ROG and NOx
(tons/quarter)
PM10
(tons/quarter)
DPM
(tons/quarter)1
Project Emissions 103.45 5.43 1.2 0.548 0.01 0.009
Daily Threshold 137 n/a 7.0 --- --- ---
Additional Mitigation
Required No n/a No --- --- ---
Tier 1 Threshold (t/q) --- --- --- 2.5 2.5 0.13
Mitigation Required --- --- --- No No No
1. The DPM estimations were derived from the “PM10 Exhaust” output from CalEEMod as recommended
by SLOAPCD. This estimation represents a worst case scenario because it includes other PM10 exhaust
other than DPM.
Operation and Area Source. The majority of project-related operational emissions would be due to vehicle trips to and from the
site. Based on the default trip generation rates identified in CalEEMod, the project is expected to generate 931 average daily
(weekday) trips and up to 934 average daily (weekend) trips during operation. Area sources would also contribute to emissions.
As shown in Table 3 below, the proposed project would not generate emissions exceeding SLOAPCD thresholds during
operation (both daily and annual).
Table 3. Area Source and Operational Emissions (Unmitigated)
ROG NOx CO SO2 PM10 DPM
Project Emissions (lbs/day) 5.98 8.52 34.70 0.050 3.19 0.29
Threshold (lbs/day) 25 550 n/a 25 1.25
Mitigation Required No No n/a No No
Project Emissions (tons/year) 1.01 1.49 5.73 8.85e-003 0.54 0.05
Annual Threshold (tons/year) 25 n/a n/a 25 n/a
Mitigation Required No n/a n/a No n/a
Mitigation Measures: Construction-related air quality impacts could be reduced to a less than significant level through
implementation of the following standard mitigation measures:
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201513
AQ-1 Fugitive Dust Control Measures. The proposed project shall implement the following dust control measures so as to
reduce PM10 emissions in accordance with SLOAPCD requirements.
a. Reduce the amount of the disturbed area where possible;
b. Use of water trucks or sprinkler systems in sufficient quantities to prevent airborne dust from leaving the site.
Increased watering frequency would be required whenever wind speeds exceed 15 mph. Reclaimed (nonpotable)
water should be used whenever possible;
c. All dirt stock pile areas should be sprayed daily as needed;
d. Permanent dust control measures identified in the approved project revegetation and landscape plans should be
implemented as soon as possible following completion of any soil disturbing activities;
e. Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading should
be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established;
f. All disturbed soil areas not subject to revegetation should be stabilized using approved chemical soil binders, jute
netting, or other methods approved in advance by the APCD;
g. All roadways, driveways, sidewalks, etc. to be paved should be completed as soon as possible after grading unless
seeding or soil binders are used;
h. Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved surface at the construction
site;
i. All trucks hauling dirt, sand, soil, or other loose materials are to be covered or should maintain at least two feet of
freeboard (min.vertical distance between top of load and top of trailer) in accordance with CVC Section 23114;
j. Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and equipment
leaving the site;
k. Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers
with reclaimed water should be used where feasible;
l. All of these fugitive dust mitigation measures shall be shown on grading and building plans; and
m. The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance
the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20
percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods
when work may not be in progress. The name and telephone number of such persons shall be provided to the
APCD Compliance Division prior to the start of any grading, earthwork or demolition.
AQ-2 Construction Equipment. The proposed project shall implement the following Standard Control Measures for
construction equipment as to reduce air emissions in accordance with SLOAPCD requirements.
a. Maintain all construction equipment in proper tune according to manufacturer’s specifications;
b. Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-taxed
version suitable for sue off-road);
c. Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty diesel
engines, and comply with the State Off-Road Regulation;
d. Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-duty
diesel engines, and comply with the State On-Road Regulation;
e. Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine
standards identified in the above two measures (e.g. captive or NOx exempt area fleets) may be eligible by
proving alternative compliance;
f. All on and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the
designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit;
g. Diesel idling within 1,000 feet of sensitive receptors is not permitted;
h. Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors;
i. Electrify equipment when feasible;
j. Substitute gasoline-powered in place of diesel-powered equipment, where feasible; and
k. Use alternatively fueled construction equipment on-site where feasible, such as compressed natural gas (CNG),
liquefied natural gas (LNG), propane or biodiesel.
AQ-3 Construction. In the event the estimated construction phase ozone precursor emissions from the actual fleet for a given
phase (site preparation, grading, construction, architectural coatings) exceed the APCD’s threshold of significance
after Standard Mitigation Measures are factored into the estimation, the following Best Available Control
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201514
Technologies (BACT) shall be implemented, including, but not limited to the following.
a. Further reducing emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant engines;
b. Repowering equipment with the cleanest engines available;
c. Installing California Verified Diesel Emission Control Strategies (refer to
www.arb.ca.gov/diesel/verdev/vt/cvt.htm; and
d. Use of low VOC architectural coatings (71 grams/liter or less).
AQ-4 Developmental Burning. APCD regulations prohibit developmental burning of vegetative material within San Luis
Obispo County; therefore, burning of vegetative material shall not occur.
AQ-5 Permits. Prior to construction, the applicant shall obtain all required permits from SLOAPCD. Portable equipment and
engines 50 horsepower (hp) or greater, used during construction activities will require California statewide portable
equipment registration (issued by the ARB) or an Air District permit. The following list is provided as a guide to
equipment and operations that may have permitting requirements, but should not be viewed as exclusive:
a. Power screens, conveyors, diesel engines, and/or crushers;
b. Portable generators and equipment with engines that are 50 hp or greater;
c. Internal combustion engines;
d. Unconfined abrasive blasting operations;
e. Concrete batch plants;
f. Rock and pavement crushing;
g. Tub grinders; and,
h. Trommel screens.
Conclusion: Less than significant impact with mitigation.
d) The project site is not located in the vicinity of sensitive receptors. Residential development is located approximately 900
feet from the project site, across from U.S. 101 and San Luis Obispo Creek. Mitigation measures identified above would reduce
the emission of DPM below identified thresholds, including prohibition of diesel idling within 1,000 feet of sensitive receptors.
Hotel guests and employees may be exposed to toxic air contaminants (TOCs) generated by trucks and vehicles on U.S.
Highway 101. Based on the Health Risk Assessment (Intrinsik Environmental Sciences, US, Inc. 2014) prepared for the site, the
maximum predicted cancer risk associated with exposures to TOCs would be 27.6 in one million, which is well below the
SLOAPCD projected cancer risk threshold (for residential uses) of 89 in one million.
According to the SLOAPCD Naturally Occurring Asbestos Zones map, the project site is located in an area that is known to
contain naturally occurring asbestos. Naturally occurring asbestos has been identified by the State Air Resources Board as a
toxic air contaminant. Serpentine and ultramafic rocks are common in the City of San Luis Obispo and may contain naturally
occurring asbestos. The proposed project would result in grading and therefore may encounter naturally occurring asbestos.
Under the State Air Resources Board Air Toxics Control Measure (ATCM) for Construction, Grading, Quarrying, and Surface
Mining Operations, prior to any construction or grading activities at the site, the applicant must comply with all applicable
requirements outlined in the Asbestos ATCM, which include preparation of an Asbestos Dust Mitigation Plan and/or an
Asbestos Health and Safety Program.
Therefore, implementation of the proposed project would not exposure sensitive receptors to substantial pollutant
concentrations.
Mitigation Measures: Construction-related air quality impacts could be reduced to a less than significant level through
implementation of the following standard mitigation measures:
AQ-6 Naturally Occurring Asbestos. Naturally Occurring Asbestos (NOA) has been identified as a toxic air contaminant by
the California Air Resources Board (ARB). Under the ARB Air Toxics Control Measure (ATCM) for Construction,
Grading, Quarrying, and Surface Mining Operations, prior to any grading activities a geologic evaluation shall be
conducted to determine if NOA is present within the area that will be disturbed. If NOA is not present, an exemption
request must be filed with the District. If NOA is found at the site, the applicant must comply with all requirements
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201515
outlined in the Asbestos ATCM. This may include development of an Asbestos Dust Mitigation Plan and an Asbestos
Health and Safety Program for approval by the APCD. More information on NOA can be found at
http://www.slocleanair.org/business/asbestos.asp.
Conclusion: Less than significant impact with mitigation.
e) The project site is located approximately 700 feet from the City WRRF at its closest point. The WRRF occasionally
generates objectionable odors, a situation that is immediately remedied by City Utilities staff. Guests and employees of the
proposed hotel development may occasionally be affected by objectionable odors, however, these effects would be infrequent,
short term, and would not affect a substantial number of people. The proposed project does not include any elements that would
generate objectionable odors. Therefore, potential impacts would be less than significant.
Conclusion: Less than significant impact with mitigation.
As proposed, the project would not result in significant air quality impacts due to exceedance of an identified threshold.
Mitigation is identified to address potential effects during construction. Therefore, potential impacts would be mitigated to less
than significant.
4. BIOLOGICAL RESOURCES. Would the project:
a) Have a substantial adverse effect, either directly or through
habitat modifications, on any species identified as a candidate,
sensitive, or special status species in local or regional plans,
policies, or regulations, or by the California Department of
Fish and Game or U.S. Fish and Wildlife Service?
10 --X--
b) Have a substantial adverse effect, on any riparian habitat or
other sensitive natural community identified in local or
regional plans, policies, or regulations, or by the California
Department of Fish and Game or U.S. Fish and Wildlife
Service?
10, 11 --X--
c) Have a substantial adverse effect on federally protected
wetlands as defined in Section 404 of the Clean Water Act
(including, but not limited to, marsh, vernal pool, coastal, etc.)
through direct removal, filling, hydrological interruption, or
other means?
10, 11 --X--
d) Interfere substantially with the movement of any native
resident or migratory fish or wildlife species or with
established native resident or migratory wildlife corridors, or
impede the use of native wildlife nursery sites?
10 --X--
e) Conflict with any local policies or ordinances protecting
biological resources, such as a tree preservation policy or
ordinance?
1, 3 --X--
f) Conflict with the provisions of an adopted habitat Conservation
Plan, Natural Community Conservation Plan, or other
approved local, regional, or state habitat conservation plan?
--X--
Evaluation
The project site was previously subdivided and graded for development, and Lots 1, 2, 3, and 4 are disturbed and vacant. Prior
to the City’s approval of the subdivision, the project site was farmed. Based on a previous biological resources assessment
conducted for the site (Althouse and Meade 2005), no special-status plants were documented onsite. A Wetland Determination
Study (Althouse and Meade 2005) identified a farmed wetland in the southwest portion of the overall property, within Lot 5
(Open Space lot); however, this feature was determined to be non-jurisdictional. Prefumo Creek is located adjacent to the
western boundary of Lot 5, approximately 200 feet from the northwestern boundary of Lots 1, 2, 3, and 4. Prefumo Creek is a
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201516
perennial blue-line creek, which acts as an overflow for Laguna Lake (approximately 0.6 mile north/northwest of the project
site). The previous biological assessment identified five special-status species with the potential to occur within the Prefumo
Creek corridor: California red-legged frog (Rana draytonii) a Federally Threatened (FT) and California Species of Concern
(SCS); South/Central steelhead, (Oncorhynchus mykiss irideus) FT species; southwestern pond turtle (Actinemys marmorata)
CSC; Coast range newt (Taricha torosa), SCS; and Cooper’s hawk (Accipter cooperii). No trees are onsite; however, the site
may serve as foraging habitat for raptors and other birds. Based on review by the City Natural Resources Manager, an updated
biological survey was not determined to be necessary based on the current condition of the site and existing information
regarding Prefumo Creek.
a) Based on the project location, potential impacts to special-status species within the Prefumo Creek corridor and adjacent
upland habitat would be short-term (limited to the construction period) and long-term effects would be indirect, and related to
stormwater runoff, water quality, and the installation of night lighting. Based on the existing lot configuration, no development
would occur within 200 feet of Prefumo Creek, and conditions of the project site do not support habitat for special-status
species, aside from foraging by avian species. Inadvertent disturbance outside of the project boundaries, or accidental discharge
of sediment, materials, or pollutants into the creek would result in an adverse impact to special-status species including South-
central California coast steelhead, southwest pond turtle, California red-legged frog, and coast range newt. In the long-term, the
creation of additional light sources may adversely affect special-status species within and proximate to the creek corridor. The
applicant is required to comply with Regional Water Quality Control Board stormwater regulations and Low Impact
Development (LID) standards, which would protect down-gradient water quality. Additional mitigation is identified to
minimize exterior lighting, incorporate landscaping between the development and the adjacent Open Space Lot 5, installation of
temporary construction fencing to avoid inadvertent disturbance, and compliance with erosion control, water quality, and
required hazardous materials spill prevention and contingency plans. Based on implementation of identified mitigation,
potential impacts to special-status species would be less than significant.
Mitigation Measures: The applicant shall be required to implement the mitigation identified below:
BR-1 Upon application for construction permits, the following measures shall be included on applicable plans:
a. If feasible, construction should be limited to the typical dry season (April 15 to October 15) in order to avoid
impacts (e.g., erosion and sedimentation, pollutant discharge) to Prefumo Creek and water quality. If work must
occur during the rainy season, the applicant shall install adequate erosion and sedimentation controls to prevent
any sediment-laden run-off from entering Prefumo Creek.
b. Upon completion of construction, disturbed areas will be stabilized or appropriately planted.
c. The lot boundaries shall be marked with temporary construction fencing and flagging to prevent inadvertent
disturbances. Soil stockpiling, construction equipment access, and staging areas shall not occur within Lot 5.
d. Appropriate permanent hydrocarbon filtering and sedimentation and erosion control measure shall be included in
the parking lot design in order to minimize long-term impacts associated with vehicular traffic. No parking lot or
roadway drainage shall be directly routed to the Prefumo Creek corridor or City stormdrain system within
adequate filtration methods such as an oil/water separator or bioswale planted with grasses and groundcover
species designed for such use. A bioswale within a designated landscape area is the preferred method of water
filtration.
e. Light levels within 35 feet of Prefumo Creek shall be less than 0.5 foot candle and native landscape screening
shall be planted between the proposed development and the Lot 5 property boundary to reduce potential light
intrusion into the riparian area.
Conclusion: Less than significant impact with mitigation.
b), c) Prefumo Creek is located approximately 200 feet from the property line, and Open Space Lot 5 provides a natural
buffer between the proposed development and the creek. The City Zoning Regulations require a 35-foot setback for Prefumo
Creek, which is accommodated by the existing lot configuration. No jurisdictional riparian or wetland habitat or sensitive
natural communities are present within or adjacent to the project site. Inadvertent disturbance or discharge of pollutants into the
creek corridor would have an adverse effect on vegetation and water quality. Mitigation is identified, which would mitigate
potential effects to less than significant.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201517
Mitigation Measure: Implement BR-1.
Conclusion: Less than significant impact with mitigation.
d) The proposed change would not introduce new development within a migration corridor, or within 200 feet of Prefumo
Creek. No trees are located onsite. Therefore, the proposed change would not have an adverse effect on species migration.
Conclusion: Less than significant impact.
e) The City Zoning Regulations identify a 35-foot setback from Prefumo Creek (Section 17.16.025), which is accommodated
within Open Space Lot 5 (200-foot buffer). The project complies with the required 35-foot setback for Prefumo Creek, and no
trees are onsite or proposed for removal. Therefore, the proposed project is consistent with noted regulations regarding
biological resources.
Conclusion: Less than significant impact.
f) The project site is not located in an area subject to an adopted habitat Conservation Plan, Natural Community Conservation
Plan, or other approved local, regional, or state habitat conservation plan. No impact would occur.
Conclusion: No impact.
Implementation of the proposed project would result in potentially significant impacts to biological resources, primarily indirect
effects related to the construction phase, operational lighting, and stormwater quality. Mitigation is identified that would address
identified effects.
5. CULTURAL RESOURCES. Would the project:
a) Cause a substantial adverse change in the significance of a
historic resource as defined in §15064.5.
12, 13 --X--
b) Cause a substantial adverse change in the significance of an
archaeological resource pursuant to §15064.5)
12, 13 --X--
c) Directly or indirectly destroy a unique paleontological resource
or site or unique geologic feature?
--X--
d) Disturb any human remains, including those interred outside of
formal cemeteries?
12, 13 --X--
Evaluation
The project site is considered to be within an “archeologically sensitive area” because it is proximate to Prefumo Creek. Based
on a surface archaeological survey of the site (Singer 2004), no prehistoric or historic cultural materials were document. The
site has subsequently been graded in preparation for a previously-approved development. Pursuant to Government Code Section
65352.3 (Senate Bill 18), the City consulted with California Native American Tribes about the previously proposed General
Plan Amendment and rezoning (no longer required due to the approval of the City’s LUCE) for the purpose of protecting
traditional tribal cultural places and sacred sites. The project site is not located in an area known to present significant
paleontological resources.
a) Based on the previous investigation and lack of structural development onsite, there are no structures or architectural
features of historical significance; therefore, no impact would occur.
Conclusion: No impact.
b), c), d) Based on the previous investigation, no archaeological resources are present onsite. Standard City conditions would
apply in the event cultural or paleontological resources are exposed during site development.
Mitigation Measure: The following measure shall apply to the proposed project:
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201518
CR-1 Prior to issuance of grading and construction permits, the following shall be included on all grading and construction
plan sets: If excavations encounter significant paleontological resources, archaeological resources, or cultural
materials, then construction activities that may affect them shall cease until the extent of the resource is determined and
the Community Development Director approves appropriate protective measures. The Community Development
Director shall be notified of the extent and location of discovered materials so that a qualified archaeologist may record
them. If pre-historic Native American artifacts are encountered, a Native American monitor should be called into work
with the archaeologist to document and remove the items. Disposition of artifacts shall comply with state and federal
laws.
Conclusion: Less than significant impact with mitigation.
No significant cultural resources were identified during referenced surveys; however, standard City conditions are required in
the event of inadvertent discovery.
6. GEOLOGY AND SOILS. Would the project:
a) Expose people or structures to potential substantial adverse
effects, including the risk of loss, injury or death involving:
14, 15,
16, 17
--X--
I. Rupture of a known earthquake fault, as delineated on the
most recent Alquist-Priolo Earthquake Fault Zoning Map
issued by the State Geologist for the area or based on other
substantial evidence of a known fault? Refer to Division of
Mines and Geology Special Publication 42.
--X--
II. Strong seismic ground shaking? --X--
III. Seismic-related ground failure, including liquefaction? --X--
IV. Landslides? --X--
b) Result in substantial soil erosion or the loss of topsoil? 5 --X--
c) Be located on a geologic unit or soil that is unstable, or that
would become unstable as a result of the project, and
potentially result in on or off site landslide, lateral spreading,
subsidence, liquefaction or collapse?
14, 15,
17
--X--
d) Be located on expansive soil, as defined in Table 1802.3.2 of
the California Building Code (2013), creating substantial risks
to life or property?
17 --X--
e) Have soils incapable of adequately supporting the use of septic
tanks or alternative waste water disposal systems where sewers
are not available for the disposal of waste water?
--X--
Evaluation
The project site is located within the Coast Range Geomorphic Province, which extends along the coastline from central
California into Oregon. This region is characterized by extensive folding, faulting, and fracturing of variable intensity. In
general, the folds and faults of this province comprise the pronounced northwest trending ridge-valley system of the central and
northern coast of California. There are no known fault lines on the site or in the immediate vicinity. However, there are active
faults within 5 miles north of the project area. The fault system is within the Los Osos Valley area and is known as the Los
Osos/Hosgri fault. Other active faults in the region include the San Andreas fault zone (approximately 30 miles to the
northeast), the Nacimiento fault (approximately 12 miles to the northeast), and the San Simeon-Hosgri fault (approximately 12
miles to the west). The City is in Seismic Zone 4, a seismically active region of California and strong ground shaking should be
expected during the life of proposed structures. Structures must be designed in compliance with seismic design criteria
established in the Uniform Building Code and City Codes. The project site is generally level, and is not subject to potential
geologic hazards including landslides and slope stability.
Based on a Geotechnical Engineering Report (Buena Geotechnical Services, Inc. 2004) submitted for the project site
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201519
(associated with the previous subdivision), the site is generally suitable for development. Underlying soils consist of generally
loose sandy clays on top of firm clayey sands, with a potential for expansion. The site has a low potential for liquefaction.
Recommendations identified by the soils engineer must be incorporated into the grading and construction plans, including
grading and foundation plans. Grading will be conducted pursuant to the City’s grading regulations, which would adequately
address potential soil concerns.
a), c) There are no known fault lines on the site or in the immediate vicinity; however, there are active faults within five
miles of the project site. Based on compliance with existing regulations and standards identified by Buena Geotechnical
Services, Inc., which will be verified by the City Building Inspector, potential effects as a result of seismic activity would be
less than significant, and no additional measures are necessary.
Mitigation Measure: The following measure shall apply to the proposed project:
GEO-1 Prior to issuance of grading and construction permits, the applicant shall submit grading and construction plans
demonstrating compliance with the Geotechnical Engineering Report (Buena Geotechnical Services, Inc., December
2004) and/or subsequent geotechnical and soils engineering reports prepared and stamped by a certified engineer.
Conclusion: Less than significant impact with mitigation.
b) The erosion hazard for the project site is less than significant. The project site is nearly level, and substantial grading is not
expected (approximately 2.84 acres). Exposure of soils to rainwater and other runoff may result in erosion and down-gradient
sedimentation during construction and post-construction if soils are not stabilized. Development of the project site is subject to
the City’s Storm Water Management Program, which was required under the State Water Resources Control Board (SWRCB)
Phase II Storm Water Regulations. Under the City Program, Best Management Practices (BMPs) and Pollution Prevention
Methods (PPMs) are required to be incorporated into grading and construction plans to protect water quality by minimizing or
controlling the amount of pollutants and runoff exiting the site, and by eliminating the use of polluting materials and/or
avoiding exposure of potential pollutants to rainwater and other runoff.
Erosion control measures that would be required for the project during construction may include, but not be limited to:
scheduling ground disturbance to avoid the rain events (if feasible), use of hydroseeding, planting, and mulch to stabilize soils,
dust control to stabilize stockpiles, unpaved roads, and graded areas, protection of storm drain inlets, use of sediment traps,
construction of a stabilized page of aggregate and filter fabric at the construction access entrance, street sweeping, and use of
silt fencing, sand/gravel bags, and fiber rolls. All construction projects in the city require the installation, maintenance, routine
inspection (i.e. weekly, before predicted rain events, after rain events and during prolonged rain events) and the repair or
replacement as needed BMPs throughout the course of the construction project in order to protect local water quality. Most
BMPs (i.e. concrete / tool washouts and street sweeping) are required year long and others are specifically required during the
rainy season (i.e. October 15th through April 15th) or prior to a predicted rain event, even if that rain event is predicted during
the summer months. Enforcement of stormwater regulations occurs all year long. Failure to develop a plan and/or failure to
implement the plan in accordance with the Central Coast Regional Water Quality Control Board’s erosion and sediment control
requirements prior to October 15, 2008, will result in the issuance of a “Notice to Comply.” For sites with exposed soil, a
Project Stop Work Notice may be issued at this time unless you are actively installing the erosion and siltation control
measures. After October 15th, a Project Stop Work Notice will be issued for all work except the installation of erosion control
measures, and the Regional Water Quality Control Board will be notified. Therefore, based on compliance with existing state
and local regulations, potential impacts as a result of erosion and down-gradient sedimentation would be less than significant,
and no additional mitigation measures are necessary.
Conclusion: Less than significant impact.
d) There is a potential for expansive material at the project site. Based on compliance with existing regulations and
recommendations identified in the Geotechnical Engineering Report, which will be verified by the City during review of the
building permit, potential impacts would be less than significant.
Mitigation Measure: Implement GEO-1.
Conclusion: Less than significant impact with mitigation.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201520
e) Development would connect to the municipal sewer system, and onsite septic or wastewater treatment and disposal would
not occur; therefore, no impact would occur.
Conclusion: No impact.
As noted above, the proposed development is subject to existing codes and regulations, which address geologic and soils
hazards. Development would be constructed consistent with recommendations identified by the previous site engineer, or as
determined by the project engineer and the City Building Inspector.
7. GREENHOUSE GAS EMISSIONS. Would the project:
a) Generate greenhouse gas emissions, either directly or
indirectly, that may have a significant impact on the
environment?
8 --X--
b) Conflict with an applicable plan, policy or regulation adopted
for the purpose of reducing the emissions of greenhouse gases?
8, 18,
19
--X--
Evaluation
Human activities, such as fossil fuel combustion and land use changes release carbon dioxide (CO2) and other compounds,
cumulatively termed greenhouse gas (GHG) emissions. GHGs are effective in trapping infra-red radiation which otherwise
would have escaped the atmosphere, thereby warming the atmosphere, the oceans, and earth’s surface. GHGs are any gas that
absorbs infrared radiation in the atmosphere. AB 32, the “California Global Warming Solutions Act of 2006” codifies the
Statewide goal of reducing GHG emissions to 1990 levels by 2020 (essentially a 15% reduction below 2005 emission levels)
and the adoption of regulations to require reporting and verification of statewide GHG emissions. GHGs include the following
gases: CO2, methane (CH4), nitrous oxide (N2O), hydrofluorocarbons (HFCs), perfluorocarbons (PFCs), and sulfur hexafluoride
(SF6). In California, the main sources of GHG emissions are from the transportation and energy sectors. Potential impacts of
climate change in California may include loss in snow pack, sea level rise, more extreme heat days per year, more high ozone
days, more large forest fires, and more drought years (CalEPA, April 2010). Senate Bill (SB) 97, signed in August 2007,
acknowledges that climate change is an environmental issue that requires analysis in California Environmental Quality Act
(CEQA) documents. In March 2010, the California Resources Agency (Resources Agency) adopted amendments to the State
CEQA Guidelines for the feasible mitigation of GHG emissions or the effects of GHG emissions. The adopted guidelines give
lead agencies the discretion to set quantitative or qualitative thresholds for the assessment and mitigation of GHGs and climate
change impacts.
In 2008, the City of San Luis Obispo conducted a baseline GHG emissions inventory, which was followed by adoption of a
Climate Action Plan (2012 CAP) for reducing greenhouse gas emissions. The CAP includes a GHG emissions reduction target
and emissions reduction strategies designed to help the City achieve that target. The adopted target is a reduction of community-
wide emissions to 1990 levels by 2020, consistent with AB 32. The 2012 CAP identifies strategies to guide the development
and implementation of GHG reduction measures in the City of San Luis Obispo and quantifies the emissions reductions that are
anticipated to result from these strategies. Community GHG reduction strategies are divided into six sectors: buildings,
renewable energy, transportation & land use, water, solid waste, and parks & open space. The GHG emissions forecast in the
2012 CAP shows that implementation of all of the strategies in the 2012 CAP would achieve a 15% reduction from baseline
levels by 2020, which would meet required AB 32 State reduction goals. Having an adopted CAP allows the City of San Luis
Obispo to streamline the CEQA review process of certain development projects – the CAP serves as the City’s qualified GHG
reduction plan because it contains the following required plan elements:
x Community-wide GHG emissions inventory and "business-as-usual" forecast of 2020 community-wide GHG
emissions;
x GHG reduction targets consistent with AB 32 (i.e. a level, based on substantial evidence, below which the contribution
to greenhouse gas emissions from activities covered by the plan would not be cumulatively considerable);
x Analysis of local and state policies and actions that may impact GHG emissions within the jurisdiction;
x Quantification of GHG reduction measures demonstrating that, if implemented, the GHG reduction targets will be met;
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201521
x Implementation and monitoring strategy and timeline; and
x Adequate environmental review of the CAP.
Incorporation of these plan elements allows the CAP to be used in the cumulative impacts analysis of projects where the City of
San Luis Obispo is the lead agency. As described in the 2012 CAP, to analyze a project’s consistency with the CAP, “the
environmental document for the project must identify those requirements specified in the CAP that apply to the project, and if
those requirements are not otherwise binding or enforceable, should be incorporated as mitigation measures applicable to the
project (CEQA 15183.5b).” The City is in the process of developing a mitigation matrix for projects that exceed specified GHG
thresholds. The matrix will include quantifiable CAP reduction measures consistent with SB 97 direction. The proposed
project’s consistency with the 2012 CAP is analyzed qualitatively against State and local GHG reduction policies, and the
applicable implementation strategies contained in the 2012 CAP.
The City of San Luis Obispo has not yet adopted GHG emissions thresholds for use in CEQA documents. In March 2012, the
SLOAPCD adopted CEQA thresholds for GHG emissions in order to achieve goals outlined in the County’s EnergyWise Plan.
In addition the 2014 LUCE includes policies in place to minimize cumulative GHG emissions resulting from build-out of the
City. There are three thresholds that can be used to evaluate the level of significance of GHG emissions impacts for residential
and commercial projects. The three thresholds are described below:
x Qualified GHG Reductions Strategies. A project would have a significant impact if it is not consistent with a qualified
GHG reduction strategy that meets the requirements of the State CEQA Guidelines. If a project is consistent with a
qualified GHG reduction strategy, it would not have a significant impact; or
x Bright-Line Threshold. A project would have a significant impact if it exceeds the “bright-line threshold” of 1,150
metric tons CO2E/year; or
x “Efficiency” Threshold. A project would have a significant impact if the efficiency threshold exceeds 4.9 metric tons
of CO2E/service population/year. The service population is defined as the number of residents plus employees for a
given project.
a) Construction and development of the project would generate GHG emissions as a result of construction equipment
operation, generation of vehicle trips, and area sources including consumer products, landscape maintenance, architectural
coating, waste disposal, and water and wastewater uses. As noted in the Air Quality section of this Initial Study, emissions
modeling was conducted using CalEEMod (refer to Table 4 below). Operational GHG emissions would be generated from
energy use, vehicle trips, and area sources. In addition to consistency with the City’s Climate Action Plan (2012 CAP) (refer to
discussion under [b] below), the project currently incorporates many measures identified in the SLOAPCD CEQA Handbook
(2012), including the following:
x Improvement of job/housing balance opportunities within the city
x Provides good access to and from the project for pedestrians, bicyclists, and transit users
x Provides shade tree planting in parking lots
x Transit stop approximately 0.5 mile from the site on Auto Park Way/Los Osos Valley Road
x Constructed within the city near commercial, recreational, and residential areas
x Includes onsite showers
x Would be constructed to be consistent with 2013 Title 24 requirements
x Provides shade trees along southern exposure of the building
x Includes drought-tolerant landscaping
x Increases development density within the urban reserve line
x Provides onsite eating (continental breakfast) and vending machines
Based on the results of CalEEMod emissions modeling, the proposed project would not exceed the identified “Bright Line
Threshold” of 1,150 metric tons CO2e (refer to Table 4 below).
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201522
Table 4. GHG Emissions
Annual Emissions (metric
tons CO2e)
Construction Emissions 327.92
Amortized (25 years) 13.12
Operational Emissions 1,012.11
Total 1,025.23
Bright-line Threshold 1,150.00
Mitigation Required No
Based on the project’s consistency with the 2012 CAP and results of air emission modeling, the project would not result in
cumulatively considerable generation of GHG, and impacts would be less than significant.
Conclusion: Less than significant impact.
b) The proposed project would result in development consistent with the anticipated growth under the inventory and
assumptions of the 2012 Climate Action Plan (CAP). As described in the 2012 CAP, State policies to reduce GHG emissions
associated with energy use, including the Renewable Portfolio Standard, Title 24 of the California Building Code, and the
California Solar Initiative, would reduce anticipated emissions associated with future projects. In addition, the City General
Plan, Community Design Guidelines, and Zoning Regulations include policies that reduce energy use from buildings and
equipment, including design standards that maximize passive ventilation and cooling systems and use of natural lighting within
buildings, and energy efficiency performance standards for proposed buildings taller than 50 feet. The proposed project is
consistent with anticipated growth under the inventory and assumptions of the 2012 CAP. The project will comply with the City
General Plan, Community Design Guidelines, and Zoning Regulations, which include policies that reduce energy use from
buildings and equipment, including design standards that maximize passive ventilation and cooling systems and use of natural
lighting within buildings. The project would be conditioned to comply with these existing requirements. Therefore, GHG
emissions from the project would not conflict with California’s commitment to GHG reduction under AB 32.
Conclusion: Less than significant impact.
As noted above, the project would not result in a significant impact related to GHG emissions, due to the inclusion of mitigation
measures and compliance with existing standards.
8. HAZARDS AND HAZARDOUS MATERIALS. Would the project:
a) Create a significant hazard to the public or the environment
through the routine transport, use, or disposal of hazardous
materials?
--X--
b) Create a significant hazard to the public or the environment
through reasonably foreseeable upset and accident conditions
involving the release of hazardous materials into the
environment?
--X--
c) Emit hazardous emissions or handle hazardous or acutely
hazardous materials, substances, or waste within one-quarter
mile of an existing or proposed school?
--X--
d) Be located on a site which is included on a list of hazardous
materials sites compiled pursuant to Government Code Section
20 --X--
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201523
65962.5 and, as a result, would it create a significant hazard to
the public or the environment?
e) For a project located within an airport land use plan or, where
such a plan has not been adopted, within two miles of a public
airport or public use airport, would the project result in a safety
hazard for people residing or working in the project area?
21, 22 --X--
f) For a project within the vicinity of a private airstrip, would the
project result in a safety hazard for people residing or working
in the project area?
--X--
g) Impair implementation of or physically interfere with an
adopted emergency response plan or emergency evacuation
plan?
23 --X--
h) Expose people or structures to a significant risk of loss, injury,
or death involving wildland fires, including where wildlands
are adjacent to urbanized areas or where residences are
intermixed with wildlands?
2, 15 --X--
Evaluation
a) Construction and operation of the project would not require routine transport, use, or disposal of hazardous materials;
therefore, potential impacts would be less than significant.
Conclusion: Less than significant impact.
b) Construction of the proposed project would require the use of fuels and materials, if spilled, could result in a hazard to the
public. In addition to compliance with state and local water quality regulations (refer to Sections 6 and 9 of this Initial Study),
the applicant would implement mitigation requiring the development and implementation of a Storm Water Pollution Prevention
Plan, which would include regular inspection of equipment and materials, and feasible measures to quickly contain and clean up
an accidental spill or leak. Any remaining materials onsite prior to construction would be removed and transported to an
approved facility. In the long-term, the applicant would be required to prepare a Hazardous Materials Business Plan, which
would approved by the County Department of Public Health. This plan would document the safe and legal storage and use of
standard materials, including paints, oils, fuels, cleaning materials, and other compounds onsite. Therefore, potential impacts
would be less than significant.
Conclusion: Less than significant impact.
c) The proposed project is not located within 0.25 mile of an existing or proposed school; therefore, no impact would occur.
Conclusion: No impact.
d) Based on review of the California Department of Toxic Substances Control EnviroStor and California State Water Board
Geotracker databases (accessed June 1, 2014), and review of the California Toxic Substances Control Cortese List, the project
site is not included on a list of hazardous materials sites compiled pursuant to Government Code Section 65962.5. Therefore, no
impact would occur.
Conclusion: No impact.
e), f) The project site is subject to the Airport Land Use Plan (ALUP, amended 2005). The project site is located within
Airport Land Use Plan Aviation Safety Area S1b, is located within the City’s Airport Compatible Open Space Plan (ACOS),
and is located over one nautical mile from the San Luis Obispo County Airport active runways (1.66 miles or 1.44 nautical
miles). This is described as an area within gliding distance of prescribed flight paths for aircraft operations at less than 500 feet
above ground level. The Airport Land Use Plan (ALUP) provides development standards for Aviation Safety Compatibility. If
projects are consistent with the ALUP, then it can be assured that potential impacts are reduced to a less than significant level.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201524
The applicant’s requested density is based on 5.13 gross acres, which includes 2.84 acres (project Lot 3) and 2.29 acres (25
percent of Open Space Lot 5), which was approved by the County ALUC. Based on ALUP Table 7, a maximum non-residential
density of up to 75 persons per acre is allowed because the project site is within an approved ACOS and is located over one
nautical mile from the airport’s active runways. Based on ALUP Table 8, density is determined for Transient Lodgings (Hotels,
Motels, bed and breakfasts) as 1.8 persons per room, plus one person per 60 square feet of floor area of any restaurants, coffee
shops, bars, or night clubs, plus one person per 10 square feet of floor area of meeting rooms. As proposed, the project would
be consistent with identified density limitations:
Calculations: 5.13 gross acres x 75 persons per acre = 384.75 persons total
Max occupancy = 114 rooms x 1.8 persons per room = 206 persons + 15 staff persons = 221 persons
The proposed structure would be 45 feet in height. At this height, the building would not be an obstruction to air navigation (the
identified limit is 200 feet above ground level in this area). As proposed, the project would not be inconsistent with the ALUP,
and would not result in a safety hazard related to airport operations. Standard conditions included as part of the ALUC
consistency determination (April 16, 2014) are included as mitigation measures (refer to HAZ-1 through HAZ-6). Therefore,
potential impacts would be less than significant.
Mitigation Measures: Development shall comply with the following mitigation measures:
HAZ-1 Non-residential density for Lot 3 is limited to 384.75 persons.
HAZ-2 All tall structures shall be reviewed by the Air Traffic Division of the FAA regional office having jurisdiction over San
Luis Obispo County to determine compliance with the provisions of FAR Part 77. In addition, applicable construction
activities must be reported via FAA Form 7460-1 at least 30 days before proposed construction or application for
building permit.
No structure, landscaping, apparatus, or other feature, whether temporary or permanent in nature shall constitute an obstruction
to air navigation or a hazard to air navigation, as defined by the ALUP.
HAZ-4 Any use is prohibited that may entail characteristics which would potentially interfere with the takeoff, landing, or
maneuvering of aircraft at the Airport, including:
a. creation of electrical interference with navigation signals or radio communication between the aircraft and airport;
b. lighting which is difficult to distinguish from airport lighting;
c. glare in the eyes of pilots using the airport;
d. uses which attract birds and create bird strike hazards;
e. uses which produce visually significant quantities of smoke; and
f. uses which entail a risk of physical injury to operators or passengers of aircraft (e.g., exterior laser light
demonstrations or shows).
HAZ-5 Avigation easements will be recorded for each property developed within the area included in the proposed local action
prior to the issuance of any building permit or conditional use permit.
HAZ-6 All owners, potential purchasers, occupants (whether as owners or renters), and potential occupants (whether as
owners or renters) will receive full and accurate disclosure concerning the noise, safety, or overflight impacts
associated with airport operations prior to entering any contractual obligation to purchase, lease, rent, or otherwise
occupy any property or properties within the airport area.
Conclusion: Less than significant impact based on compliance with mitigation measures listed above.
g) Based on review of the City of San Luis Obispo Local Hazard Mitigation Plan, the proposed project would not conflict
with or impair implementation of the plan. The project would not impede emergency access. Therefore, potential impacts would
be less than significant.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201525
Conclusion: Less than significant impact.
h) The project site is located within a moderate fire severity area. The proposed project would be constructed consistent with
the California Building Code and Fire Code, and would be reviewed and inspected for compliance by the City Fire Department
prior to occupation. The site design includes access suitable for emergency responders and safe egress onto Calle Joaquin.
Therefore, potential impacts related to fire would be less than significant.
Conclusion: Less than significant impact.
As proposed, the project would not be exposed to or create a significant hazard to occupants or the public. Standard mitigation
related to the San Luis Obispo County Airport shall be implemented.
9. HYDROLOGY AND WATER QUALITY. Would the project:
a) Violate any water quality standards or waste discharge
requirements?
2 --X--
b) Substantially deplete groundwater supplies or interfere
substantially with groundwater recharge such that there would
be a net deficit in aquifer volume or a lowering of the local
groundwater table level (e.g. the production rate of pre-existing
nearby wells would drop to a level which would not support
existing land uses or planned uses for which permits have been
granted)?
2, 24,
36
--X--
c) Substantially alter the existing drainage pattern of the site or
area, including through the alteration of the course of a stream
or river, in a manner which would result in substantial erosion
or siltation on or off site?
2, 25 --X--
d) Substantially alter the existing drainage pattern of the site or
area, including through the alteration of the course of a stream
or river, or substantially increase the rate or amount of surface
runoff in a manner which would result in flooding on or off
site?
2, 25,
26, 27,
28
--X--
e) Create or contribute runoff water which would exceed the
capacity of existing or planned storm water drainage systems
or provide substantial additional sources of polluted runoff?
2, 25,
26, 28
--X--
f) Otherwise substantially degrade water quality? 2 --X--
g) Place housing within a 100-year flood hazard area as mapped
on a federal Flood Hazard Boundary or Flood Insurance Rate
Map or other flood hazard delineation map?
--X--
h) Place within a 100-year flood hazard area structures which
would impede or redirect flood flows?
2, 25,
26, 27
--X--
i) Expose people or structures to significant risk of loss, injury or
death involving flooding, including flooding as a result of the
failure of a levee or dam?
2 --X--
j) Inundation by seiche, tsunami, or mudflow? 2 --X--
Evaluation
Information regarding municipal water and the underlying groundwater basin was obtained from the City of San Luis Obispo
2010 Urban Water Management Plan (2011). Data from this report and the City Public Works Department is incorporated into
the discussion below. In addition, the project is required to comply with the Waterway Management Plan Drainage Design
Manual City Engineering Standard 1010.B., Floodplain Management Regulations, and the Central Coast Regional Water
Quality Control Board’s Post-Construction Stormwater Regulations (effective March 6, 2014).
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201526
Water Supply. The applicant proposes to use City water as the domestic water source. Groundwater, the Whale Rock Reservoir,
the Salinas Reservoir, and the Nacimiento Reservoir contribute water to the City’s supply. The water is treated at the City water
treatment plant prior to distribution. Total annual water use in the City was 5,541 acre feet in 2012. The 2014 LUCE estimated
that water demand will increase to 7,815 acre feet per year upon build-out. The estimated water supply is 9,980 acre feet,
including the City’s primary water supply (7,815 acre feet), reliability reserve (1,214 acre feet), and secondary water supply
(951 acre feet). Based on the City’s Urban Water Management Plan and 2014 LUCE Final EIR, the City does not anticipate a
need for supplemental water supplies through the year 2035 and build-out of the LUCE.
In October 2006, the City completed construction of a Water Reuse Project, which included eight miles of distribution pipelines
and improvements to the City’s Water Reclamation Facility. In 2013, 176.82 acre feet of recycled water was used for landscape
irrigation for several City parks, the Laguna Lake Golf Course, a middle school, landscaping along U.S. 101, and other
landscape medians. The project site is located within the Water Reuse Master Plan Area, and the distribution system extends to
the site.
The Land Use and Circulation Element (LUCE) estimated that upon build-out of the City, including the project site, city-wide
water demand would increase to 7,815 afy. The current draft of the 2015 Urban Water Management Plan (Planning
Commission Draft May 2016) incorporates mandated water conservation targets in response to the severe drought conditions.
The City’s 2015 interim target gallons per capita per day (GPCD) was 120, and the actual 2015 GPCD was 92; as noted in the
Draft Plan, the City met and surpassed 2015 interim water use reduction targets.
The City’s water supply includes the Salinas and Whale Rock reservoirs (6,940 afy, safe annual yield), Nacimiento reservoir
(5,482 afy), and recycled water, which exceeds projected demand. Regarding future and continued water supply, conceptually,
the City will use its contractual water supply from Nacimiento Reservoir first, with Whale Rock and Salinas used as needed to
meet the City’s overall potable water demand. In 2016, this contractual water supply was increased from 3,380 acre-feet to
5,482 acre-feet annually, with the additional 2,102 acre-feet as a secondary water supply for use during water shortages. The
City assumes it will continue to use these water supplies in this coordinated manner, to supply a projected 7,493 afy of water by
2035, including 5,482 afy of contractual water, 1,611 afy of supplier-produced surface water, and 400 afy of recycled water.
The Draft Plan includes an assessment of water supply reliability, and considers single and multiple dry water years, and
includes a Water Shortage Contingency Plan including actions required during a short-term water supply emergency, including
drought. Under a multiple dry year scenario, which assumes compliance with water conservation mandates (which was
successfully accomplished in 2015), demand ranging between 6,314 afy (year 2020) and 5,329 afy (year 2035) would not
exceed supply (12,622 afy). Assuming water demand during a normal (non-drought) year, the estimated demand (7,779 afy in
2035) would not exceed normal year supply (12,772 afy). This indicates the City’s water resources are reliable during extended
drought periods, and the City is confident in the reliability of its multi-source water supply portfolio. In addition, while it is not
a requirement that Urban Water Management Plans address climate change, the City is concerned about the potential long-term
effects of climate change on its water supply. While the City has secured an adequate water supply to serve the projected build-
out of the City, and uses conservative water projection methods, the City continues to focus on securing supplemental water
sources and promoting conservation to strengthen its multi-source water supply to withstand potential long-term effects of
climate change. Therefore, based on review of the current Urban Water Management Plan (2011), draft Urban Water
Management Plan (2016) and review by the City Utilities Department, existing water supply is available to serve the project,
and use of municipal water for the project would not deplete groundwater resources.
Drainage and Flooding. The entire project site is located within a 100-year flood zone, based on the Waterway Management
Plan (2003) and Federal Emergency Management Agency (FEMA) maps, and is subject to compliance with the Waterway
Management Plan Drainage Design Manual, City Engineering Standard 1010.B, Floodplain Management Regulations. The site
is located within the lower Prefumo Creek basin, which is a sub-basin of the San Luis Obispo Creek Watershed. The project site
is also located within a special floodplain management zone, which has been determined to have a potentially significant effect
on downstream flooding and bank stability. In accordance with City Policy for this zone, projects must demonstrate that: the
project would not significantly increase the floodwater surface elevations for the 100-year storm, and the project would not
significantly decrease floodplain storage volume onsite. Prefumo Creek is located along the western property boundary,
approximately 200 feet from the edges of the project’s northern boundary. Lot 5 provides an open space buffer between the
project site and the creek.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201527
Land Use Element Policies 6.6.5, 6.6.6., and 6.6.7 require the following: use of methods to facilitate rainwater percolation for
roof areas and outdoor hardscaped areas where practical to reduce surface water runoff and aid in groundwater recharge; project
designs must minimize drainage concentrations and impervious coverage; and, appropriate runoff control measures shall be
included that minimize discharge of urban pollutants into area drainages. Policy 6.6.8 requires implementation of erosion
control measures. Consistent with these policies and the Low Impact Development guidelines required in the City’s Storm
Water Management Program, new construction will be required to utilize Best Management Practices in handling site drainage
and runoff.
Based on Hydrologic and Hydraulic Analysis (KC Design Group, Inc. 2005) prepared for the previous annexation and
subdivision project (prior to grading of the site), site development can be designed to comply with City Policy, and reduce
potential drainage impacts to less than significant. Since the site is located in Flood Zone A (as determined by FEMA), the
finished floor elevation for all structures must be raised one foot above the 100-year storm elevation. All facilities and utilities
onsite must be protected from inundation by floodwater.
a), f) Implementation of the project would include approximately 2.84 acres of site disturbance within a nearly level area.
Disturbance of soils and use of equipment may result in the discharge of sediment, hydrocarbons, and other pollutants into the
City storm system, and potentially Prefumo Creek. Operation of the project would include use of parking areas; accidental leaks
or spill may result in the transport of oils and fuels into stormwater and down-gradient surface waters. Discharge of any
pollutants (e.g. herbicides, pesticides, janitorial cleaning products, and toxic substances such as motor oil, gasoline, and anti-
freeze) or heated water (e.g. from steam cleaning sidewalks) into a storm water system or directly into surface waters is illegal
and subject to enforcement action by the Regional Water Quality Control Board. The proposed project is subject to several
existing regulations and programs, including the City’s Storm Water Management Program, the 2014 LUCE, the City’s
Waterway Management Plan Drainage Design Manual (City Engineering Standard 1010.B., Floodplain Management, State
Water Resources Control Board (SWRCB) Phase II Storm Water Regulations, and Central Coast Regional Water Quality
Control Board Post-Construction Stormwater Regulations (effective March 6, 2014). BMPs and PPMs are required to be
incorporated into grading and construction plans for the short and long-term management and protection of water quality. Based
on compliance with existing regulations, and incorporation of identified mitigation measures to protect water quality, the project
would not violate any water quality standards or waste discharge requirements, and potential impacts would be less than
significant.
Mitigation Measures: In addition to compliance with existing stormwater regulations, the applicant shall comply with the
following mitigation measures:
HYD-1 Prior to issuance of grading and construction permits, the applicant shall submit construction plans to the Community
Development Department and Public Works Department for review and approval. Plans shall incorporate the following
measures:
a. All site drainage shall be directed towards the public right-of-way unless other provisions are approved by the
City.
b. Oil and sand separators or other filtering media shall be installed at each drain inlet intercepting runoff as a means
of filtering toxic substances from run off before it is discharged off-site and enters the storm water system. The
separator shall be regularly maintained to ensure efficient pollutant removal.
c. The project shall, where feasible, incorporate porous paving, landscaping, or other design element to reduce
surface water runoff in driveways, parking areas, and outdoor use areas consistent with Land Use Element Policy
6.5.7 (or as amended).
d. The project shall comply with the City’s Waterway Management Plan and any additional recommendations
prescribed in the Hydrologic and Hydraulic Report (KC Design Group, May 18, 2005).
Conclusion: Less than significant impact with mitigation.
b) The water use factor for hotel rooms is 0.43 acre feet per year (afy) per unit; therefore, development of a 114-unit hotel
would result in a water demand of 49 afy. The project site is located within the Water Reuse Master Plan Area, and the
distribution system extends to the site. Recycled water may be available for use by the applicant for landscaping within the
Calle Joaquin right-of way. Based on review of the Urban Water Management Plan (2011), draft 2015 Urban Water
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201528
Management Plan (2016), and review by the City Utilities Department, existing water supply is available to serve the project,
and use of municipal water for the project would not deplete groundwater resources.
Conclusion: Less than significant impact.
c), d), e) The proposed project does not include any modifications to Prefumo Creek, and would therefore not alter the existing
drainage pattern of the site or area, including through the alteration of the course of a stream or river, in a manner which would
result in substantial erosion or siltation on or off site.
Based on the Hydrologic and Hydraulic Report (KC Design Group, Inc. 2005) prepared for the project site, the 100-year runoff
rate for the project site (Lot 3) and adjacent Lots 1, 2, 4, and 5 was 0.20 cubic meters per second (cms), and upon full
development, the rate was estimated to be 0.46 cms, resulting in a net increase of 0.26 cms. This was estimated to raise the
upstream and downstream 100-year flood elevation by 5 millimeters (mm) and 4 mm, respectively. Grading conducted onsite
consisted of balanced cut and fill, which raised the minimum building floor elevation by one foot above the FEMA 100-year
flood elevation, and created drainage swales between Lots 1, 2, 3, and 4, and created onsite stormwater storage of 66,140 cubic
yards (cy).
The project site is currently vacant, and includes no impervious surfaces. Implementation of the project would create
approximately 51,490 square feet of impervious surfaces, including sidewalk/paving (33,100 square feet) and the building itself
(18,390 square feet). The project incorporates the use of permeable pavers within the parking area, totaling 21,699 square feet.
In addition to the permeable pavers, runoff reduction measures include roof drain disconnects, infiltration, bio-filtration, and
soil amendment. The project would displace approximately 64,350 cubic feet of floodplain surface storage, which is addressed
by the use of permeable pavers (22,000 cubic feet of paver storage volume) and construction of an underground retention
chamber (42,350 cubic feet of storage). The project would also maintain existing drainage basins located along the northeastern
and southwestern property boundaries, and would include a stormwater management system including four bio-swales,
permeable pavers, piping, curbs, and rock slope protection (RSP, or rip-rap). In addition to LID features, the project is required
to implement BMPs consistent with Central Coast Regional Water Quality Control Board regulations (effective March 6, 2014).
Additional concerns regarding erosion and down-gradient sedimentation are addressed in Section 6 (Geology and Soils). Based
on the proposed project design and compliance with existing regulations, the project would not change existing drainage
patterns in a manner that would result in substantial erosion or siltation, or discharge of pollutants into surface waters on or off-
site.
As noted above, past grading onsite created stormwater drainage swales that would accommodate a 100-year storm and
associated flooding, without increasing flood water elevations upstream or downstream. The proposed project includes
stormwater easements consistent with existing conditions. As required by mitigation measure HYD-1, the applicant is required
to submit plans consistent with the City’s Waterway Management Plan (Waterway Management Plan Drainage Design Manual,
City Engineering Standard 1010.B. Floodplain Management Regulations) for review and approval by the City Public Works
Department. Therefore, based on the project’s stormwater management and drainage plans, and approval by the City Public
Works Department, the project would not change drainage patterns or stormwater runoff resulting in flooding on or offsite.
Conclusion: Less than significant impact with mitigation.
Mitigation Measure: The applicant shall comply with the following measure:
HYD-2 Prior to issuance of grading and construction permits, the applicant shall submit a detailed final hydraulic analysis to
the Director of Public Works for review and approval. The analysis shall demonstrate how the project will comply with
the requirement to have a design capacity for a 100-year storm. The analysis shall include any needed drainage channel
erosion control protection to the satisfaction of the Director of Public Works and Natural Resources Manager.
g), h) The 100-year floodplain for Prefumo Creek is located over the project site. The Flood Zone is designated Zone A (FEMA
2012), which indicates that no base flood elevation is determined. Past grading raised the elevation of the site one foot over the
base flood elevation, and natural drainage swales were constructed between Lots 1, 2, 3, and 4. Based on the existing condition
of the site, stormwater management measure summarized above (see c, d, and e) compliance with existing regulations and plans
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201529
including the Waterway Management Plan (Waterway Management Plan Drainage Design Manual, City Engineering Standard
1010.B. Floodplain Management Regulations), and review and approval of grading and construction plans by City Public
Works, the proposed development would not impede or redirect flood flows. Therefore, potential impacts would be less than
significant.
Mitigation Measure: Implement HYD-1 and HYD-2.
Conclusion: Less than significant impact with mitigation.
i), j) The project site is not located in an area at risk of flooding as result of levee or dam failure, mudflow, tsunami, or seiche;
therefore, no impact would occur.
Conclusion: Less than significant/no impact.
Based on review by the City Public Works and Utility Departments, proposed project design, and compliance with existing
regulations, no significant impacts would occur.
10. LAND USE AND PLANNING. Would the project:
a) Physically divide an established community? --X--
b) Conflict with any applicable land use plan, policy, or
regulation of an agency with jurisdiction over the project
(including, but not limited to the general plan, specific plan,
local coastal program, or zoning ordinance) adopted for the
purpose of avoiding or mitigating an environmental effect?
1, 2, 3,
14, 18,
21, 26,
28
--X--
c) Conflict with any applicable habitat conservation plan or
natural community conservation plan?
--X--
Evaluation
a) The proposed hotel development would not physically divide the City. Therefore, no impact would occur.
Conclusion: No impact.
b) The project site is currently vacant, and surrounding uses include car dealerships, Motel 6, a tire shop, AAA offices, and
commercial development along Calle Joaquin, Los Osos Valley Road, and the Auto Park Way cul-de-sac. The proposed project
is subject to the City General Plan and Zoning Code, Land Use and Circulation Element (LUCE), the Airport Area Specific
Plan, San Luis Obispo Creek Waterway Management Program, and Airport Land Use Plan. These plans include standards to
protect aesthetic quality and scenic viewsheds, biological resources, cultural resources, and public health and safety. Specific
requirements or policies identified in these documents are discussed in specific resource sections. Based on project design and
compliance with existing regulations, the project would not be inconsistent with policies adopted for the purpose of avoiding or
mitigating environmental effects.
Conclusion: Less than significant impact.
c) The project site is not located in an area subject to a habitat conservation plan or community conservation plan; therefore,
no impact would occur.
Conclusion: No impact.
As proposed, the project is consistent with the City General Plan and applicable regional plans.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201530
11. MINERAL RESOURCES. Would the project:
a) Result in the loss of availability of a known mineral resource
that would be of value to the region and the residents of the
state?
--X--
b) Result in the loss of availability of a locally-important mineral
resource recovery site delineated on a local general plan,
specific plan or other land use plan?
--X--
Evaluation
a), b) No known mineral resources are present within the project site; therefore implementation of the proposed hotel
development plan would not result in the loss of valuable mineral resources.
Conclusion: No impact.
12. NOISE. Would the project result in:
a) Exposure of persons to or generation of noise levels in excess
of standards established in the local general plan or noise
ordinance, or applicable standards of other agencies?
29, 30 --X--
b) Exposure of persons to or generation of excessive groundborne
vibration or groundborne noise levels?
29 --X--
c) A substantial permanent increase in ambient noise levels in the
project vicinity above levels existing without the project?
--X--
d) A substantial temporary or periodic increase in ambient noise
levels in the project vicinity above levels existing without the
project?
--X--
e) For a project located within an airport land use plan, or where
such a plan has not been adopted, within two miles of a public
airport or public use airport, would the project expose people
residing or working in the project area to excessive noise
levels?
f) For a project within the vicinity of a private airstrip, would the
project expose people residing or working in the project area to
excessive noise levels?
21 --X--
--X--
Evaluation
The project site is located approximately 100 feet from U.S. 101, and the structure itself would be located 191 feet from the
nearest highway travel lane. Based on the City Noise Ordinance (1996), the acceptable threshold of exposure to transportation
noise sources is 60 decibels (dB) (outdoor) and 45 dB (indoor) for hotels, motels, and office buildings. Noise exposure ranging
from 60 dB to 75 dB is conditionally acceptable (mitigation may be required). The project site is also located within the 50 dB
noise contour for the San Luis Obispo County Airport. The project site is located approximately 300 feet northeast of Motel 6,
which is considered a noise-sensitive use. The maximum stationary noise exposure for noise-sensitive uses is 50 dB (hourly
daytime) and 45 dB (hourly nighttime). The applicant submitted an Acoustic Study (David Dubbink Associates 2014). The
results of the study are incorporated into the analysis below.
a), b) Based on the Acoustic Study, the proposed hotel would be affected by transportation-related noise generated along the
U.S. 101 corridor. Noise levels would range from 72 dB approximately 80 feet from the Calle Joaquin frontage to 62 dB in the
rear of the lot, at a distance measured approximately 15 feet above ground level. The hotel would be located approximately 90
feet from the edge of Calle Joaquin, and a proposed outdoor use area including the swimming pool and patio would be located
approximately 135 feet from the edge of Calle Joaquin, and 244 feet from the centerline of U.S. 101.
Outdoor use areas, including the swimming pool and barbeque facilities, would be exposed to noise levels exceeding the Noise
Element threshold (60 dB) by approximately 5 to 7 decibels. Although it is expected that noise generated by pool users may
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201531
reach this noise level, attenuation is recommended to ensure consistency with the Noise Element. The applicant proposes to
construct a concrete noise wall with stone veneer around the swimming pool and associated patio, as recommended in the
Acoustic Study. The pool would be located within the southeastern portion of the outdoor use area, and the barbeque/patio
facilities would be located to northwest of the pool.
Regarding interior noise levels, the indoor standard for occupied spaces is a not to exceed level of 45 Ldn. Based on the
Acoustic Study, the highest noise exposure levels are at the front portion of the hotel measured at the second floor elevation. The
assumed future level at this elevation is approximately 71 decibels. Estimates made of noise levels at the third and fourth floor
levels increase at a decibel per floor. A noise level reduction of at least 26 to 28 decibels will be required to meet the City’s
interior noise standard of 45 Ldn. Conventional construction reduces noise transmission by around 20 decibels and the needed
additional reduction can be achieved by specifying appropriate construction materials and techniques.
Based on the location and anticipated use of the proposed hotel, and distance to the nearest sensitive receptor (Motel 6,
approximately 300 away), operational noise would not exceed allowable thresholds in the long-term. In the short-term,
construction related noise may generate noise and vibrations, however, the effects would be short-term and therefore, less than
significant assuming compliance with the Noise Ordinance.
Mitigation Measures: The applicant is required to incorporate the following measures into proposed plans to ensure consistency
with the Noise Element:
N-1 Prior to issuance of construction permits, the applicant shall submit plans including the following:
a. Screened noise barriers shall be installed along the northern and eastern boundaries of proposed outdoor use areas,
including the pool and barbeque patio. The barriers shall be constructed to attenuate noise by a minimum of 7
decibels for the pool area, and 5 decibels for the barbeque patio.
b. The design of the hotel shall incorporate the following standards, consistent with the Uniform Building Code, to
attenuate transportation-related noise by 30 dB:
1. Provide air conditioning or a mechanical ventilation system, so windows and doors may remain closed.
2. Mount windows and sliding glass doors in low air infiltration rate frames (0.5 cfm or less, per ANSI
specifications).
3. Provide solid-core exterior doors with perimeter weather stripping and threshold seals.
4. Cover exterior walls with stucco or brick veneer.
5. Keep glass area in windows and doors below 20% of the floor area in a room.
6. Baffle roof or attic vents facing the noise source.
7. At exterior walls, attach interior sheetrock to studs by resilient channels, or use staggered studs or double
walls.
8. Provide windows with a laboratory-tested STC rating of 30 or more.
Conclusion: Less than significant impact with mitigation.
e), f) The project site is within the projected 50 dB airport noise contour for the San Luis Obispo County Airport, as shown on
ALUP Figure 1 (Airport Noise Contours). The Airport is located approximately 1.6 miles to the south. Uses categorized as
“Extremely Noise Sensitive” and “Moderately Noise Sensitive” are allowable outside of the 55 dB contour. The site is located
outside of the 65 dB single event noise contour. Based on the ALUP, the maximum allowable interior noise exposure from
single event aviation noise sources for noise sensitive land uses is 50 to 60 dB (depending on the use); therefore development
would not be exposed to interior noise levels exceeding the allowable threshold for a single event. Therefore, based on the
project location, the project would be consistent with ALUP noise policies, and would not be exposed to aircraft noise
exceeding identified thresholds.
Based on review of ALUP Section 5.3 Land Use Compatibility Table: 1) Hotels and Motels within the “Less than 55” Airport
Noise Exposure (dB CNEL) contour are an Allowed land use. In addition, mitigation is identified to attenuate transportation-
related noise to 45 dB (interior exposure), which would further reduce potential exposure to aircraft-related noise. Therefore,
potential impacts would be less than significant.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201532
Conclusion: Less than significant impact.
Based on the proposed project design, detailed noise analysis, and incorporation of mitigation measures, no significant impact
would occur.
13. POPULATION AND HOUSING. Would the project:
a) Induce substantial population growth in an area, either directly
(for example, by proposing new homes and businesses) or
indirectly (for example, through extension of roads or other
infrastructure)?
--X--
b) Displace substantial numbers of existing housing, necessitating
the construction of replacement housing elsewhere?
c) Displace substantial numbers of people, necessitating the
construction of replacement housing elsewhere?
--X—
--X--
Evaluation
a) The proposed project is not anticipated to induce substantial population growth in the City as a result of new jobs resulting
in relocation into the City, and would not include an extension of City infrastructure. Therefore, the project would not induce
growth within or outside of the City.
Conclusion: Less than significant impact.
b), c) The proposed project would not require the removal or displacement of existing housing or persons. No impact would
occur.
Conclusion: No impact.
The proposed hotel development would not result in any changes to the General Plan or City infrastructure that would increase
population or affect the population/housing balance.
14. PUBLIC SERVICES. Would the project result in substantial adverse physical impacts associated with the provision
of new or physically altered governmental facilities, the construction of which could cause significant environmental
impacts, in order to maintain acceptable service ratios, response times or other performance objectives for any of
the public services:
a) Fire protection? --X--
b) Police protection? --X--
c) Schools? --X--
d) Parks? --X--
e) Other public facilities? --X--
Evaluation
The proposed project site is served by the City Police Department and City Fire Department. CalFire, the County Sheriff, and
California Highway Patrol may also respond to emergencies in the area. The project site is within the San Luis Coastal Unified
School District. Solid waste is managed by the San Luis Obispo Regional Integrated Waste Management Authority and Santa
Barbara Regional Integrated Waste Management Authority (depending on the nature of the solid waste). Several parks and
public recreational facilities are located within the City.
a), b), c), d), e) The proposed development project is consistent with the City General Plan, Zoning Code, and Airport Area
Specific Plan, and would not create significant impacts to local public services because it would not induce population growth
and does not include a use that would significantly increase demand resulting in the requirement for new facilities. Regarding
cumulative effects, the applicant is required to pay fees, which would go towards provision of municipal services. Therefore,
potential impacts would be less than significant.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201533
Conclusion: Less than significant impact.
The proposed 114-unit hotel would be adequately served by City, County, and State public services. Payment of standard
development (fair-share) fees would be required to address each project’s contribution to cumulative demand.
15. RECREATION.
a) Would the project increase the use of existing neighborhood or
regional parks or other recreational facilities such that
substantial physical deterioration of the facility would occur or
be accelerated?
--X--
b) Does the project include recreational facilities or require the
construction or expansion of recreational facilities which might
have an adverse physical effect on the environment?
--X--
Evaluation
a), b) The proposed project would not generate population growth affecting existing or future recreational facilities through
increased use. No additional public recreational facilities or opportunities are proposed, aside from continued preservation of
Lot 5 (Open Space) and the City’s potential construction of a pedestrian or bike path within the open space area. The project
would not impede City plans for additional facilities; therefore, potential impacts to recreation would be less than significant.
Conclusion: Less than significant impact.
The proposed 114-unit hotel would be adequately served by existing City and regional parks and recreational opportunities.
16. TRANSPORTATION/TRAFFIC. Would the project:
a) Conflict with an applicable plan, ordinance or policy
establishing measures of effectiveness for the performance of
the circulation system, taking into account all modes of
transportation including mass transit and non-motorized travel
and relevant components of the circulation system, including
but not limited to intersections, streets, highways and freeways,
pedestrian and bicycle paths, and mass transit?
2, 31,
35
--X--
b) Conflict with an applicable congestion management program,
including, but not limited to level of service standards and
travel demand measures, or other standards established by the
county congestion management agency for designated roads or
highways?
2, 31,
32, 35
--X--
c) Result in a change in air traffic patterns, including either an
increase in traffic levels or a change in location that results in
substantial safety risks?
21, 22 --X--
d) Substantially increase hazards due to a design feature (e.g.,
sharp curves or dangerous intersections) or incompatible uses
(e.g. farm equipment)?
35 --X--
e) Result in inadequate emergency access? --X--
f) Conflict with adopted policies, plans, or programs regarding
public transit, bicycle, or pedestrian facilities, or otherwise
decrease the performance or safety of such facilities?
2, 35 --X--
Evaluation
The evaluation of potential transportation/traffic impacts is based on a Transportation Impact Analysis Report (Omni-Means
2014) and review by the City Public Works Department. The results of the report are incorporated by reference in to the
analysis below. The report is appended to this Initial Study. Access to the project site is provided by Calle Joaquin. Roadways
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201534
affected by project development include Calle Joaquin, Los Osos Valley Road, and U.S. 101. The intersection of Calle Joaquin
Road and Los Osos Valley Road is signalized. Los Osos Valley Road is designed as a Parkway Arterial in the City’s Circulation
Element. Calle Joaquin is an arterial. The desired level of service (LOS) for City arterial streets (outside of the Downtown area)
is LOS D or better. Existing LOS is shown in Table 5 below; all existing intersections are operating at acceptable levels of
service.
Table 5. Existing Intersection Level of Service
Intersection Target LOS
AM Peak Hour PM Peak Hour
Delay (sec) LOS Delay LOS
LOVR/Calle Joaquin (signalized) D 7.1 A 11.1 B
LOVR/U.S. 101 Southbound (signalized) D 22.7 C 30.8 C
LOVR/U.S. 101 Northbound (signalized) D 20.8 C 27.0 C
Source: 2014 LUCE, Omni Means 2014
The City, with California Department of Transportation (Caltrans) oversight, is currently constructing improvements to correct
operational deficiencies at the U.S. 101/Los Osos Valley Road Interchange, including widening Los Osos Valley Road and the
adjacent bridge crossing over San Luis Obispo Creek, improving pedestrian and bicycle access, improving the South Higuera
Street/Los Osos Valley Road intersection, and reconstruction of all four on and off-ramps. Without the project, all noted
intersections would operate at LOS F at General Plan build-out (2035). With the project, LOS at the noted intersections would
improve to LOS C or D at General Plan build-out (2035). In addition, the City of San Luis Obispo Bicycle Transportation Plan
provides the location of bicycle routes in the vicinity of the project, including a Class I bike path from Prado Road, east side of
the drainage swale, south of Prefumo Creek, and east of Calle Joaquin Road.
a), b) Based on Institute of Transportation Engineers (ITE) Trip Generation Manual standard rates, hotels generate 8.17 average
daily trips per room; therefore operation of the proposed 114-room hotel would result in the generation of approximately 931
average daily trips. Peak hour trip generation for the proposed project is shown below, in Table 6.
Table 6. Project Trip Generation
Project Type
AM Peak Hour Trips PM Peak Hour Trips
Total In Out Total In Out
Hotel 61 36 25 69 35 34
Source: Omni Means 2014
At the time the traffic study was conducted, it considered the proposed hotel development on Lot 3, and future development of
adjacent Lots 1, 2, and 4, under a reasonable worst case scenario (shopping center development). Table 7 shows the resulting
effect of this cumulative development on intersection level of service. Based on this analysis, the development of all four lots
would not result in a project-specific impact under existing plus project (Year 2016) conditions. Additional trips generated by
the development of all four lots would degrade level of service, but not below the City’s LOS D threshold; therefore, no
mitigation is required to alleviate peak hour congestion.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201535
Table 7. Existing Plus Project Intersection Level of Service
Intersection
Existing Plus Project
AM Peak Hour
Plus Project
PM Peak Hour
AM Peak PM Peak Delay (sec) LOS Delay LOS
LOVR/Calle Joaquin
(signalized)
A B 10.6 B 36.5 C
LOVR/U.S. 101 Southbound
(signalized)
C C 25.5 C 52.9 D
LOVR/U.S. 101 Northbound
(signalized)
C C 22.6 C 37.6 D
Source: 2014 LUCE, Omni Means 2014
By the year 2035, the City predicts that full improvements to U.S. 101/Los Osos Valley Road would be implemented. Table 8
on the following page shows predicted cumulative intersection level of service in the year 2035 and development of all four lots
under a reasonable worst-case scenario. Additional traffic resulting from the development of all four lots would increase delays
and traffic congestion at the Calle Joaquin/Los Osos Valley Road intersection and along the Los Osos Valley Road corridor and
U.S. 101 interchange by the year 2035. Based on the transportation analysis (Omni Means 2014), the project would not result in
project-specific adverse effects, but would contribute to the cumulative degradation of LOS at the Los Osos Valley Road/Calle
Joaquin Road intersection under worst-case conditions.
Table 8. Year 2035 Cumulative No-Project Plus Project Intersection Level of Service
Intersection
No Project Plus Project
AM Peak Hour
Plus Project
PM Peak Hour
AM Peak PM Peak Delay (sec) LOS Delay LOS
LOVR/Calle Joaquin (signalized) A A 12.1 B 71.4 E
LOVR/U.S. 101 Southbound
(signalized)
B C 24.4 C 48.4 D
LOVR/U.S. 101 Northbound
(signalized)
C B 24.7 C 21.1 C
Source: Omni Means 2014
City recommended mitigation for this cumulative impact includes upgrading the traffic signal at the intersection of Los Osos
Valley Road and Calle Joaquin Road, construction of a second left-turn lane on the Calle Joaquin approach to Los Osos Valley
Road, and modification of lane usage on the westbound approach of Calle Joaquin where the project is located. These
mitigation measures would apply to all four lots; therefore, design of the improvements is required prior to initial development
of the lots, and fair share contribution would be required from each of the lot developers at the building permit stage. In
addition, the current and future applicants would be required to contribute to the City’s Transportation Impact Fee program, in
addition to the Los Osos Valley Road interchange sub-area fee program. This additional fee mechanism was developed by the
City to assess planned area development to contribute its fair share to the cost of proposed interchange improvements. Based on
implementation of these mitigation measures, potentially significant cumulative impacts would be less than significant.
Based on consultation with the City Public Works Department, the applicant has submitted a design schematic showing
intersection striping and improvements at the Los Osos Valley Road and Calle Joaquin intersection and an engineer’s cost
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201536
estimate to implement the improvements (RRM Design Group 2015), consistent with City recommended mitigation for this
intersection under cumulative conditions. These improvements show reconstruction of the existing intersection and roadway
approach, sidewalks, removal of one ornamental tree adjacent to the roadway, driveway improvements serving adjacent lots, a
relocated utility pole, curb and gutter improvements, signage, and striping. The construction of these improvements would
occur within an existing developed and paved area, and would be subject to all City ordinance and standard requirements in
place for resource protection. These ordinances and standards include, but are not limited to, compliance with SLOAPCD air
quality measures, cultural resources protection, hazardous materials documentation and remediation (as applicable), protection
of creek corridors, stormwater management and water quality regulations, and implementation of a traffic control plan
addressing vehicular, pedestrian, and bicycle traffic during construction. Based on compliance with existing regulations, no
additional significant impacts would occur as a result of the identified road improvements. It should be noted that
implementation of these improvements would only occur if future development of Lots 1, 2, and 4 would generate traffic that
would result in a reduction in LOS below LOS D, as determined by the City Public Works Department.
If construction and operation of the hotel occurs while the Los Osos Valley Road/U.S. 101 Interchange project is underway, the
cumulative effect could be significant. However, this effect would be short-term; therefore, potential short-term construction
related impacts would be less than significant.
Mitigation Measure: The applicant shall comply with the following measure:
TC-1 Prior to issuance of grading and construction permits, the applicant shall contribute its fair share of Los Osos Valley
Road interchange sub-area fees and Traffic Impact Fees as determined by the Deputy Director of Public Works. The
applicant shall contribute fair share fees, or shall comply with a cost recovery agreement, for the potential future
implementation of Los Osos Valley Road/Calle Joaquin intersection improvements, as determined and conditioned by
the Deputy Director of Public Works.
Conclusion: Less than significant with mitigation.
c) The project site is located within Airport Land Use Plan Aviation Safety Area S1b, is located within the City’s Airport
Compatible Open Space Plan (ACOS), and is located over one nautical mile from the San Luis Obispo County Airport active
runways (1.66 miles or 1.44 nautical miles). The applicant’s requested density is 221 persons, which is within the density
allowed by the ALUP. The proposed structure would be 45 feet in height (maximum). At this height, the building would not be
an obstruction to air navigation (the identified limit is 200 feet above ground level in this area). As proposed, the project would
not be inconsistent with the ALUP, and would not result in a safety hazard related to airport operations. Standard conditions
included as part of the ALUC consistency determination (April 16, 2014) are included as mitigation measures (refer Mitigation
Measures HAZ-1 through HAZ-6). Therefore, potential impacts would be less than significant.
Mitigation Measures: Comply with Measures HAZ-1 through HAZ-6.
Conclusion: Less than significant impact with mitigation.
d) The proposed project would be accessed from Calle Joaquin, a dead-end cul-de-sac at its northern extent near the project
site. The roadway in this location is not currently striped, and does not provide a safe environment for vehicles, pedestrians, and
bicyclists accessing the project area. Based on review by the Public Works Department, recommendations for roadway
improvements to ensure public safety for all transportation modes include: striping, incorporation of a bicycle lane, construction
of sidewalks, and maintenance of a vegetated buffer between the side walk and the curb.
The proposed project includes two options for safe access onto the project site; the first identifies a driveway easement area to
be added to the existing 40-foot reciprocal driveway on the northeast property boundary, and the second identifies use of the
existing reciprocal driveway, and provision of a 24-foot wide access entrance extending to Lot 4 (northeast property boundary).
The project site improvements include trees to either side of the driveway connection with Calle Joaquin Road would
potentially result in safe sight distance obstructions creating a potentially significant safety impact. Mitigation to clear
obstructions from sight lines would mitigate this impact to less than significant. Public Works review and approval of final road
improvement plans and access improvements, in addition to issuance of an Encroachment Permit, would be required prior to
grading and construction. Therefore, potential impacts would be less than significant.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201537
Mitigation Measure: The applicant shall comply with the following measure:
TC-2 Prior to issuance of grading and construction permits, the applicant shall submit final road improvement plans
demonstrating adequate stopping sight distance studies to the City Public Works Department for review and approval.
Issuance of an Encroachment Permit shall be required prior to grading and construction of road improvements.
Conclusion: Less than significant impact with mitigation.
e) Emergency access is adequate on all sides of the development. Standard City Fire conditions would be required regarding
access to the site and all floors of the structure. Based on compliance with the Fire Code, potential impacts would be less than
significant.
Conclusion: Less than significant impact.
f) The project site is accessible to pedestrians and bicyclists, and as noted above, proposed improvements to the Los Osos
Valley Road/U.S. 101 interchange would include improved pedestrian and bicycle facilities. The project site is approximately
0.5 mile from the transit stop at Auto Park Way. The adopted Bicycle Transportation Plan calls for an East / West Class I
bicycle connection in the vicinity of the project. Based on review by the City Public Works Department provision of a bicycle
lane on Calle Joaquin Road is required, and would be partially funded by contribution of fair share fees (Mitigation Measure
TC-1 above). Based on implementation of this condition, potential impacts would be less than significant.
Mitigation Measures: Comply with Mitigation Measure TC-1.
Conclusion: Less than significant impact with mitigation.
Implementation of the proposed project would contribute to traffic congestion on Los Osos Valley Road and Calle Joaquin
Road, and would result contribute to a potentially unacceptable level of service under cumulative conditions. Mitigation,
including roadway and intersection improvements have been addressed by the applicant and are incorporated as mitigation
measures. The applicant would provide fair-share contributions to these road improvements, in addition to payment of fees to
City programs to improve circulation and reduce congestion in the area.
17. UTILITIES AND SERVICE SYSTEMS. Would the project:
a) Exceed wastewater treatment requirements of the applicable
Regional Water Quality Control Board?
--X--
b) Require or result in the construction or expansion of new water
or wastewater treatment facilities or expansion of existing
facilities, the construction of which could cause significant
environmental effects?
24, 33 --X--
c) Require or result in the construction of new storm water
drainage facilities or expansion of existing facilities, the
construction of which could cause significant environmental
effects?
25 --X--
d) Have sufficient water supplies available to serve the project
from existing entitlements and resources, or are new and
expanded entitlements needed?
24 --X--
e) Result in a determination by the wastewater treatment provider
which serves or may serve the project that it has adequate
capacity to serve the project’s projected demand in addition to
the provider’s existing commitments?
24, 33 --X--
f) Be served by a landfill with sufficient permitted capacity to
accommodate the project’s solid waste disposal needs?
34 --X--
g) Comply with federal, state, and local statutes and regulations --X--
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201538
related to solid waste?
Evaluation
The proposed project would be served by the City Utilities Department for domestic water supply, recycled water supply, and
wastewater collection and treatment. Solid waste is managed by the San Luis Obispo Regional Integrated Waste Management
Authority and Santa Barbara Regional Integrated Waste Management Authority (depending on the nature of the solid waste).
Several parks and public recreational facilities are located within the City.
a) The proposed project would not include an onsite septic system. Therefore, no impact would occur.
Conclusion: Less than significant impact.
b), d), e) Based on the 2013 Water and Wastewater Development Impact Fee Study, non-residential retail uses generate 60
gallons of wastewater per day, per 1,000 square feet of structural area. The proposed 69,293-square foot hotel would generate
approximately 4,158 gallons of wastewater per day. Based on the Urban Water Management Plan and review by the City
Utilities Department, existing water and wastewater treatment facilities have the capacity to serve the project (please also refer
to Section 9 Hydrology). The applicant is required to pay water and wastewater impact fees, which were adopted to ensure that
new development pays its fair share of the cost of constructing the water supply, treatment, and distribution facilities that will
be necessary to service it, as well as wastewater treatment facilities. Utility connections are located within Calle Joaquin, and
the applicant would not require the construction of new lines or pump stations to serve the project. Therefore, impacts would be
less than significant.
Mitigation Measure: The applicant shall comply with the following measure:
Mitigation Measure USS 1: The City’s hydraulic model identifies capacity constraints at the existing sewer crossing of US 101
to just upstream of the Laguna Lift Station. The existing sewer crossing is over capacity during current peak wet weather flows
and the pipes surcharge. Replacement of the sewer main, including upsizing to accommodate the project, is planned under the
City’s 2015 Infrastructure Renewal Strategy. The project will be responsible for contributing its fair share to these off-site
improvements to the City’s wastewater collection system.
Conclusion: Less than significant with mitigation.
c) As discussed in Sections 6 and 9 (Geology/Soils and Hydrology/Water Quality), the proposed project is require to comply
with existing City and RWQCB standards to manage and filter stormwater and runoff. Based on review by the City Public
Works Department, no off-site drainage facilities or features would be required.
Conclusion: Less than significant impact.
f), g) Construction and operation of the proposed project would generate solid waste. It is anticipated that a majority of waste
would be disposed at the Cold Canyon Landfill. Operational waste would be temporarily stored onsite, consistent with City
Municipal Code Section collected by the San Luis Garbage Company. As of 2009, the Cold Canyon Landfill operated at 32
percent of its permitted daily capacity, and as of June 2010, the landfill had a remaining capacity of approximately 1.83 million
cubic yards. In November 2012, the County Board of Supervisors approved a proposed to expand the landfill’s disposal-area
footprint by approximately 46 acres (additional 13.1 million cubic yards) (San Luis Obispo County 2012). Therefore, existing
landfills would have the capacity to serve the project.
Implementation of the proposed project would contribute to the demand for public utilities and services. The applicant would
provide fair-share contributions, which would be used by the City to improve facilities pursuant to adopted plans and programs.
Issues, Discussion and Supporting Information Sources
ER # 1098-15 (Calle Joaquin Hotel Development)
Sources Potentially
Significant
Issues
Less Than
Significant
with
Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201539
18. MANDATORY FINDINGS OF SIGNIFICANCE.
a) Does the project have the potential to degrade the quality of the
environment, substantially reduce the habitat of a fish or
wildlife species, cause a fish or wildlife population to drop
below self-sustaining levels, threaten to eliminate a plant or
animal community, reduce the number or restrict the range of a
rare or endangered plant or animal or eliminate important
examples of the major periods of California history or
prehistory?
--X-
Please refer to Section 4 Biological Resources, which includes an assessment of the project’s potential effects on special status
fish and wildlife species and their habitat. Based on the project’s location, existing condition, and implementation of mitigation
measures, the project would not have the potential to significantly degrade the quality of the environment, or substantially
reduce habitat or species populations.
b) Does the project have impacts that are individually limited, but
cumulatively considerable? ("Cumulatively considerable"
means that the incremental effects of a project are considerable
when viewed in connection with the effects of the past projects,
the effects of other current projects, and the effects of probable
future projects)?
--X--
Based on the location of the project, existing condition of the project site, and implementation of mitigation measures including
contribution of fees to existing programs, the project would not result in any impacts that are cumulatively considerable.
c) Does the project have environmental effects which will cause
substantial adverse effects on human beings, either directly or
indirectly?
--X--
Please refer to Sections 3 (Air Quality), 8 (Hazards and Hazardous Materials), 12 (Noise), and 16 (Transportation/Traffic).
Based on the location of the proposed project and implementation of mitigation measures, the project would not have a
substantially adverse direct or indirect effect on the public.
ER # 1098-15 (Calle Joaquin Hotel Development)
City of San Luis Obispo 40 Initial Study Environmental Checklist 2015
19. EARLIER ANALYSES.
Earlier analysis may be used where, pursuant to the tiering, program EIR, or other CEQA process, one or more effects have
been adequately analyzed in an earlier EIR or Negative Declaration. Section 15063 (c) (3) (D). In this case a discussion
should identify the following items:
a) Earlier analysis used. Identify earlier analyses and state where they are available for review.
N/A
b) Impacts adequately addressed. Identify which effects from the above checklist were within the scope of and adequately
analyzed in an earlier document pursuant to applicable legal standards, and state whether such effects were addressed by
mitigation measures based on the earlier analysis.
N/A
c) Mitigation measures. For effects that are "Less than Significant with Mitigation Incorporated," describe the mitigation
measures which were incorporated or refined from the earlier document and the extent to which they address site-
specific conditions of the project.
20. SOURCE REFERENCES.
1. City of SLO Conservation & Open Space Element, 2006.
2. City of SLO Land Use and Circulation Element and Final EIR, last revised December 2014.
3. City of San Luis Obispo Zoning Regulations, December 2013.
4. California Department of Conservation Farmland Mapping and Monitoring Program, July 2013
5. Natural Resources Conservation Service Web Soil Survey, Accessed May 9, 2014
6. General Plan Land Use Element Update Final EIR, 1994
7. Clean Air Plan for San Luis Obispo County, Air Pollution Control District, 2001.
8. CEQA Air Quality Handbook, Air Pollution Control District, 2012.
9. Health Risk Assessment, Intrinsik Environmental Sciences (US), Inc., May 16, 2014
10. Biological Assessment, Althouse and Meade, May 2005
11. Wetland Determination Study, Althouse and Meade, June 23, 2005
12. Cultural Resources Survey and Impact Assessment, C.A. Singer & Associates, Inc., December 7, 2004
13. City of San Luis Obispo Archaeological Resource Preservation Program Guidelines, October 2009.
14. City of SLO General Plan Safety Element, July 2000
15. California Building Code, 2013
16. San Luis Obispo Quadrangle Map, prepared by the State Geologist in compliance with the Alquist-Priolo
Earthquake Fault Zoning Act, effective January 1, 1990
17. Geotechnical Engineering Report, Buena Geotechnical Services, December 31, 2004
18. City of SLO 2012 Climate Action Plan, August 2012
19. CALEPA Climate Action Team Biennial Report, April 2010
20. California Department of Toxic Substances Control, Envirostor and GeoTracker, Accessed June 1, 2014
21. County Airport Land Use Plan dated May 18, 2005.
22. City of SLO Airport Compatible Open Space Plan, April 2005
23. City of SLO Local Hazard Mitigation Plan
24. City of SLO 2010 Urban Water Management Plan, 2011
25. Hydrologic and Hydraulic Analysis, KC Design Group, Inc., June 21, 2005
26. Waterway Management Plan, City and County of San Luis Obispo, 2003
27. Federal Emergency Management Agency, FIRM, November 16, 2012
28. City of SLO Land Use Element, 1994
29. City of SLO Noise Element, 1996
30. Acoustic Study, David Dubbink Associates, May 7, 2014
31. Los Osos Valley Road Interchange in the City of San Luis Obispo on US-101 Project Report, August 1, 2011
32. Institute of Transportation Engineers (ITE) Trip Generation Manuals.
33. City of SLO 2013 Water and Wastewater Development Impact Fee Study, 2013
34. Cold Canyon Landfill Final EIR, May 2012
35. Transportation Impact Analysis Report, Omni Means, August 2014
36.2015 Draft Urban Water Management Plan (Planning Commission Draft May 2016)
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201541
Attachments:
1. Location Map
2. Land Use Map
3. Zoning Map
4. Site Plans
5. CalEEMod Worksheets
A. Winter Unmitigated Emissions
B. Winter Mitigated Emissions
C. Annual Unmitigated Emissions
D. Annual Mitigated Emissions
6. Health Risk Assessment, Intrinsik Environmental Sciences, 2014
7. Acoustic Study, David Dubbink, 2014
8. Transportation Impact Analysis Report, Omni Means, August 2014
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO 42 INITIAL STUDY ENVIRONMENTAL CHECKLIST 2015
REQUIRED MITIGATION AND MONITORING PROGRAMS
Aesthetics
AES-1 Prior to issuance of construction permits, final project design shall require architectural review to assure that
impacts to scenic resources are addressed in accordance with City policy. The Architectural Review Commission
shall review site design, building architecture, colors, grading, lighting, landscaping, and signage for consistency
with General Plan polices for viewshed protection and the City’s Community Design Guidelines, and all
recommendations shall be incorporated into the proposed project. In addition, the following standards shall
supplement City policy, and shall apply to the project site:
a. All free-standing exterior light fixtures shall have a maximum height of twenty feet as measured from the
fixture to finished grade. All lighting shall incorporate fully shielded light sources, with illumination levels at or
below 10-foot candles when measured below the light source at finished grade. Light levels at and beyond the
property lines shall not exceed 1 foot-candle. The City shall review a complete lighting plan and photometrics
plan as part of the construction plans to ensure compliance.
b. The final site plan shall incorporate landscaping and site improvements in order to create a “soft edge” along all
lot boundaries, including drought-tolerant native trees and shrubs. The landscaping plan shall include drought-
tolerant, native tree plantings and irrigation within the Calle Joaquin right-of-way; trees shall be spaced to
preserve primary views through the project site.
c. All mechanical equipment (including backflow plumbing devices and water meters), whether on the ground or
installed elsewhere, shall be painted a flat green color and screened from public view with appropriate
landscape material, earthen berms, or landscaped walls.
d. The final elevations shall identify exterior colors and materials that include natural, muted colors (i.e., muted
browns, greens, and tans) consistent with the natural backdrop.
Monitoring Program: These measures shall be incorporated into project grading and building plans for review and
approval by the City Community Development Department. Compliance shall be verified by the City during building
inspections.
AES-2 Prior to issuance of construction permits, the applicant shall submit a final landscape plan with road improvement
plans for review and approval by the Community Development Department, Utilities Department, and Public Works
Department. The landscape plan shall identify the size, quantity, and variety of all landscape plants and trees.
Appropriate groundcover mulch and erosion control methods shall be indicated on the plan. The landscape plan
shall include an irrigation plan (drip irrigation) and if feasible, connection to the City’s recycled water “purple pipe”
system, for all proposed landscape areas. The landscape plan shall comply with the following standards, unless
otherwise superseded by the Architectural Review Commission:
a. Small trees that are no taller than 15-20 feet, numbers of which are calculated based on a spacing of 50 feet,
shall be clustered and interspersed with other plant materials including low to medium-height shrubs and
groundcovers (native and native-appearing choices) to create a variety of textures and canopies within the 12-
foot wide planting strip between the eastern edge of the Calle Joaquin and U.S. Highway 101 right-of-ways.
b. Larger trees with an open character, numbers of which are calculated based on a spacing of 50 feet, shall be
clustered along the western edge of the Calle Joaquin right-of-way to maximize views through the southwestern
and northeastern lot boundaries. Other smaller trees that are not taller than 40 feet, numbers of which are
calculated based on a spacing of 50 feet, shall be interspersed with the larger trees along the frontage of the lot.
Trees shall also be planted to complement the hotel building by choosing species that will ultimately meet the
roofline of the building at maturity and be planted in locations close to the building.
c. Size and quantity of all plants shall be clearly identified on the final landscape plan. Street trees shall be a
minimum size of 24-inch box specimens.
d. Use of recycled water is regulated by the State Water Board and CDPH. The City delivers recycled water under
its Master Reclamation Permit from the State Water Board. The irrigation plans shall be prepared in compliance
with the City’s Procedures for Recycled Water Use.
f. On-site landscaping, and landscaping located within the parkway, between Calle Joaquin and U.S. Highway
101, shall be maintained by the developer/landowner. A landscape maintenance agreement shall be recorded
prior to issuance of construction permits. The agreement shall run with the land and the responsibility for on-
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201543
going maintenance shall be transferred to future property owners, as applicable. Maintenance shall be overseen
by the Community Development Director in consultation with the Natural Resources Manager.
e. Use of recycled water is regulated by the State Water Board and CDPH. The City delivers recycled water under
its Master Reclamation Permit from the State Water Board. The irrigation plans shall be prepared in compliance
with the City’s Procedures for Recycled Water Use.
f. On-site landscaping, and landscaping located within the parkway, between Calle Joaquin and U.S. Highway
101, shall be maintained by the developer/landowner. A landscape maintenance agreement shall be recorded
prior to issuance of construction permits. The agreement shall run with the land and the responsibility for on-
going maintenance shall be transferred to future property owners, as applicable. Maintenance shall be overseen
by the Community Development Director in consultation with the Natural Resources Manager.
Monitoring Program: These measures shall be incorporated into project landscape plans for review and approval by the
City Community Development Department. Compliance shall be verified by the City during building inspections.
AES-3 Prior to issuance of construction permits, the applicant shall submit construction plans showing the use of measures
to reduce glare on windows facing U.S. Highway 101, which may include but not be limited to recessed windows or
coatings.
Monitoring Program: These measures shall be incorporated into project building plans for review and approval by the
City Community Development Department. Compliance shall be verified by the City during building inspections.
Air Quality
AQ-1 Fugitive Dust Control Measures. The proposed project shall implement the following dust control measures so as to
reduce PM10 emissions in accordance with SLOAPCD requirements.
a. Reduce the amount of the disturbed area where possible;
b. Use of water trucks or sprinkler systems in sufficient quantities to prevent airborne dust from leaving the site.
Increased watering frequency would be required whenever wind speeds exceed 15 mph. Reclaimed (nonpotable)
water should be used whenever possible;
c. All dirt stock pile areas should be sprayed daily as needed;
d. Permanent dust control measures identified in the approved project revegetation and landscape plans should be
implemented as soon as possible following completion of any soil disturbing activities;
e. Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading
should be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established;
f. All disturbed soil areas not subject to revegetation should be stabilized using approved chemical soil binders,
jute netting, or other methods approved in advance by the APCD;
g. All roadways, driveways, sidewalks, etc. to be paved should be completed as soon as possible after grading
unless seeding or soil binders are used;
h. Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved surface at the construction
site;
i. All trucks hauling dirt, sand, soil, or other loose materials are to be covered or should maintain at least two feet
of freeboard (minimum vertical distance between top of load and top of trailer) in accordance with CVC Section
23114;
j. Install wheel washers where vehicles enter and exit unpaved roads onto streets, or wash off trucks and
equipment leaving the site;
k. Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water
sweepers with reclaimed water should be used where feasible;
l. All of these fugitive dust mitigation measures shall be shown on grading and building plans; and
m. The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance
the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20
percent opacity, and to prevent transport of dust offsite. Their duties shall include holidays and weekend periods
when work may not be in progress. The name and telephone number of such persons shall be provided to the APCD
Compliance Division prior to the start of any grading, earthwork or demolition.
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201544
Monitoring Program: These conditions shall be noted on all project grading and building plans. The applicant shall
present evidence of a plan for complying with these requirements prior to issuance of a grading or building permit from the
City. The applicant shall provide the City with the name and telephone number of the person responsible for ensuring
compliance with these requirements. The Building Inspector and Public Works Inspectors shall conduct field monitoring.
AQ-2 Construction Equipment. The proposed project shall implement the following Standard Control Measures for
construction equipment as to reduce air emissions in accordance with SLOAPCD requirements.
a. Maintain all construction equipment in proper tune according to manufacturer’s specifications;
b. Fuel all off-road and portable diesel powered equipment with ARB certified motor vehicle diesel fuel (non-
taxed version suitable for sue off-road);
c. Use diesel construction equipment meeting ARB’s Tier 2 certified engines or cleaner off-road heavy-duty
diesel engines, and comply with the State Off-Road Regulation;
d. Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for on-road heavy-
duty diesel engines, and comply with the State On-Road Regulation;
e. Construction or trucking companies with fleets that do not have engines in their fleet that meet the engine
standards identified in the above two measures (e.g. captive or NOx exempt area fleets) may be eligible by
proving alternative compliance;
f. All on and off-road diesel equipment shall not idle for more than 5 minutes. Signs shall be posted in the
designated queuing areas and or job sites to remind drivers and operators of the 5 minute idling limit;
g. Diesel idling within 1,000 feet of sensitive receptors is not permitted;
h. Staging and queuing areas shall not be located within 1,000 feet of sensitive receptors;
i. Electrify equipment when feasible;
j. Substitute gasoline-powered in place of diesel-powered equipment, where feasible; and
k. Use alternatively fueled construction equipment on-site where feasible, such as compressed natural gas (CNG),
liquefied natural gas (LNG), propane or biodiesel.
Monitoring Program: These conditions shall be noted on all project grading and building plans. The applicant shall
present evidence of a plan for complying with these requirements prior to issuance of a grading or building permit from the
City. The applicant shall provide the City with the name and telephone number of the person responsible for ensuring
compliance with these requirements. The Building Inspector and Public Works Inspectors shall conduct field monitoring.
AQ-3 Construction. In the event the estimated construction phase ozone precursor emissions from the actual fleet for a
given phase (site preparation, grading, construction, architectural coatings) exceed the APCD’s threshold of
significance after Standard Mitigation Measures are factored into the estimation, the following Best Available
Control Technologies (BACT) shall be implemented, including, but not limited to the following.
a. Further reducing emissions by expanding use of Tier 3 and Tier 4 off-road and 2010 on-road compliant
engines;
b. Repowering equipment with the cleanest engines available;
c. Installing California Verified Diesel Emission Control Strategies (refer to
www.arb.ca.gov/diesel/verdev/vt/cvt.htm; and
d. Use of low VOC architectural coatings (71 grams/liter or less).
Monitoring Program: These conditions shall be noted on all project grading and building plans. The applicant shall
present evidence of a plan for complying with these requirements prior to issuance of a grading or building permit from the
City. The applicant shall provide the City with the name and telephone number of the person responsible for ensuring
compliance with these requirements. The Building Inspector and Public Works Inspectors shall conduct field monitoring.
AQ-4 Developmental Burning. APCD regulations prohibit developmental burning of vegetative material within San Luis
Obispo County; therefore, burning of vegetative material shall not occur.
Monitoring Program: These conditions shall be noted on all project grading and building plans. The applicant shall
provide the City with the name and telephone number of the person responsible for ensuring compliance with these
requirements. The Building Inspector and Public Works Inspectors shall conduct field monitoring.
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201545
AQ-5 Permits. Prior to construction, the applicant shall obtain all required permits from SLOAPCD. Portable equipment
and engines 50 horsepower (hp) or greater, used during construction activities will require California statewide
portable equipment registration (issued by the ARB) or an Air District permit. The following list is provided as a
guide to equipment and operations that may have permitting requirements, but should not be viewed as exclusive:
a. Power screens, conveyors, diesel engines, and/or crushers;
b. Portable generators and equipment with engines that are 50 hp or greater;
c. Internal combustion engines;
d. Unconfined abrasive blasting operations;
e. Concrete batch plants;
f. Rock and pavement crushing;
g. Tub grinders; and,
h. Trommel screens.
Monitoring Program: These conditions shall be noted on all project grading and building plans. The applicant shall
provide the City any required permits or exemptions issued by APCD.
AQ-6 Naturally Occurring Asbestos. Naturally Occurring Asbestos (NOA) has been identified as a toxic air contaminant
by the California Air Resources Board (ARB). Under the ARB Air Toxics Control Measure (ATCM) for
Construction, Grading, Quarrying, and Surface Mining Operations, prior to any grading activities a geologic
evaluation shall be conducted to determine if NOA is present within the area that will be disturbed. If NOA is not
present, an exemption request must be filed with the District. If NOA is found at the site, the applicant must comply
with all requirements outlined in the Asbestos ATCM. This may include development of an Asbestos Dust
Mitigation Plan and an Asbestos Health and Safety Program for approval by the APCD. More information on NOA
can be found at http://www.slocleanair.org/business/asbestos.asp.
Monitoring Program: These conditions shall be noted on all project grading and building plans. The applicant shall
provide the City any required permits or exemptions issued by APCD.
Biological Resources
BR-1 Upon application for construction permits, the following measures shall be included on applicable plans:
a. If feasible, construction should be limited to the typical dry season (April 15 to October 15) in order to avoid
impacts (e.g., erosion and sedimentation, pollutant discharge) to Prefumo Creek and water quality. If work must
occur during the rainy season, the applicant shall install adequate erosion and sedimentation controls to prevent
any sediment-laden run-off from entering Prefumo Creek.
b. Upon completion of construction, disturbed areas will be stabilized or vegetated.
c. The lot boundaries shall be marked with temporary construction fencing and flagging to prevent inadvertent
disturbances. Soil stockpiling, construction equipment access, and staging areas shall not occur within Lot 5.
d. Appropriate permanent hydrocarbon filtering and sedimentation and erosion control measure shall be included
in the parking lot design in order to minimize long-term impacts associated with vehicular traffic. No parking
lot or roadway drainage shall be directly routed to the Prefumo Creek corridor or City stormdrain system within
adequate filtration methods such as an oil/water separator or bioswale planted with grasses and groundcover
species designed for such use. A bioswale within a designated landscape area is the preferred method of water
filtration.
e. Light levels within 35 feet of Prefumo Creek shall be less than 0.5 foot candle and native landscape screening
shall be planted between the proposed development and the Lot 5 property boundary to reduce potential light
intrusion into the riparian area.
Monitoring Program: These conditions and measures shall be noted on all grading and construction plans. The City
Community Development Department shall verify compliance during building inspections.
Cultural Resources
CR-1 Prior to issuance of grading and construction permits, the following shall be included on all grading and
construction plan sets: If excavations encounter significant paleontological resources, archaeological resources, or
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201546
cultural materials, then construction activities that may affect them shall cease until the extent of the resource is
determined and the Community Development Director approves appropriate protective measures. The Community
Development Director shall be notified of the extent and location of discovered materials so that a qualified
archaeologist may record them. If pre-historic Native American artifacts are encountered, a Native American
monitor should be called into work with the archaeologist to document and remove the items. Disposition of
artifacts shall comply with state and federal laws.
Monitoring Program: These conditions shall be noted on all grading and construction plans.
Geology and Soils
GEO-1 Prior to issuance of grading and construction permits, the applicant shall submit grading and construction plans
demonstrating compliance with the Geotechnical Engineering Report (Buena Geotechnical Services, Inc.,
December 2004) and/or subsequent geotechnical and soils engineering reports prepared and stamped by a certified
engineer.
Monitoring Program: The City Community Development Department and Building Inspector shall verify compliance.
Hazards and Hazardous Materials
HAZ-1 Non-residential density for Lot 3 is limited to 384.75 persons.
Monitoring Program: These conditions shall be noted on, and incorporated into, construction plans. The City
Community Development Department and Building Inspector shall verify compliance.
HAZ-2 All tall structures shall be reviewed by the Air Traffic Division of the FAA regional office having jurisdiction over
San Luis Obispo County to determine compliance with the provisions of FAR Part 77. In addition, applicable
construction activities must be reported via FAA Form 7460-1 at least 30 days before proposed construction or
application for building permit.
Monitoring Program: These conditions shall be noted on, and incorporated into, construction plans. The City
Community Development Department and Building Inspector shall verify compliance.
No structure, landscaping, apparatus, or other feature, whether temporary or permanent in nature shall constitute an
obstruction to air navigation or a hazard to air navigation, as defined by the ALUP.
Monitoring Program: These conditions shall be noted on, and incorporated into, construction plans. The City
Community Development Department and Building Inspector shall verify compliance.
HAZ-4 Any use is prohibited that may entail characteristics which would potentially interfere with the takeoff, landing, or
maneuvering of aircraft at the Airport, including:
a. creation of electrical interference with navigation signals or radio communication between the aircraft and
airport;
b. lighting which is difficult to distinguish from airport lighting;
c. glare in the eyes of pilots using the airport;
d. uses which attract birds and create bird strike hazards;
e. uses which produce visually significant quantities of smoke; and
f. uses which entail a risk of physical injury to operators or passengers of aircraft (e.g., exterior laser light
demonstrations or shows).
Monitoring Program: These conditions shall be noted on, and incorporated into, construction plans. The City
Community Development Department and Building Inspector shall verify compliance.
HAZ-5 Avigation easements will be recorded for each property developed within the area included in the proposed local
action prior to the issuance of any building permit or conditional use permit.
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201547
Monitoring Program: These conditions shall be noted on, and incorporated into, construction plans. The City
Community Development Department and Building Inspector shall verify compliance.
HAZ-6 All owners, potential purchasers, occupants (whether as owners or renters), and potential occupants (whether as
owners or renters) will receive full and accurate disclosure concerning the noise, safety, or overflight impacts
associated with airport operations prior to entering any contractual obligation to purchase, lease, rent, or otherwise
occupy any property or properties within the airport area.
Monitoring Program: These conditions shall be noted on, and incorporated into, construction plans. The City
Community Development Department and Building Inspector shall verify compliance.
Hydrology and Water Quality
HYD-1 Prior to issuance of grading and construction permits, the applicant shall submit construction plans to the
Community Development Department and Public Works Department for review and approval. Plans shall
incorporate the following measures:
a. All site drainage shall be directed towards the public right-of-way unless other provisions are approved by the
City.
b. Oil and sand separators or other filtering media shall be installed at each drain inlet intercepting runoff as a
means of filtering toxic substances from run off before it is discharged off-site and enters the storm water
system. The separator shall be regularly maintained to ensure efficient pollutant removal.
c. The project shall, where feasible, incorporate porous paving, landscaping, or other design element to reduce
surface water runoff in driveways, parking areas, and outdoor use areas consistent with Land Use Element
Policy 6.5.7 (or as amended).
d. The project shall comply with the City’s Waterway Management Plan and any additional recommendations
prescribed in the Hydrologic and Hydraulic Report (KC Design Group, May 18, 2005).
Monitoring Program: These conditions shall be noted on, and incorporated into, grading and construction plans. The
City Community Development Department and Building Inspector shall verify compliance.
HYD-2 Prior to issuance of grading and construction permits, the applicant shall submit a detailed final hydraulic analysis to
the Director of Public Works for review and approval. The analysis shall demonstrate how the project will comply
with the requirement to have a design capacity for a 100-year storm. The analysis shall include any needed drainage
channel erosion control protection to the satisfaction of the Director of Public Works and Natural Resources
Manager.
Monitoring Program: The City Public Works Department shall verify receipt and approval of required final analysis.
Noise
N-1 Prior to issuance of construction permits, the applicant shall submit plans including the following:
a. Screened noise barriers shall be installed along the northern and eastern boundaries of proposed outdoor use
areas, including the pool and barbeque patio. The barriers shall be constructed to attenuate noise by a minimum
of 7 decibels for the pool area, and 5 decibels for the barbeque patio.
b. The design of the hotel shall incorporate the following standards, consistent with the Uniform Building Code,
to attenuate transportation-related noise by 30 dB:
1. Provide air conditioning or a mechanical ventilation system, so windows and doors may remain closed.
2. Mount windows and sliding glass doors in low air infiltration rate frames (0.5 cfm or less, per ANSI
specifications).
3. Provide solid-core exterior doors with perimeter weather stripping and threshold seals.
4. Cover exterior walls with stucco or brick veneer.
5. Keep glass area in windows and doors below 20% of the floor area in a room.
6. Baffle roof or attic vents facing the noise source.
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201548
7. At exterior walls, attach interior sheetrock to studs by resilient channels, or use staggered studs or double
walls.
8. Provide windows with a laboratory-tested STC rating of 30 or more.
Monitoring Program: These conditions shall be noted on, and incorporated into, construction plans. The City
Community Development Department and Building Inspector shall verify compliance.
Transportation and Traffic
TC-1 Prior to issuance of grading and construction permits, the applicant shall contribute its fair share of Los Osos Valley
Road interchange sub-area fees and Traffic Impact Fees as determined by the Deputy Director of Public Works. The
applicant shall contribute fair share fees, or shall comply with a cost recovery agreement, for the potential future
implementation of Los Osos Valley Road/Calle Joaquin intersection improvements, as determined and conditioned
by the Deputy Director of Public Works.
Monitoring Program: The City Public Works Department shall verify receipt of fair share fees and cost sharing
agreement, as applicable.
TC-2 Prior to issuance of grading and construction permits, the applicant shall submit final road improvement plans
demonstrating adequate stopping sight distance studies to the City Public Works Department for review and
approval. Issuance of an Encroachment Permit shall be required prior to grading and construction of road
improvements.
Monitoring Program: The City Public Works Department shall verify issuance of an Encroachment Permit and receipt
of road improvement plans.
Utilities and Service Systems
USS-1 The City’s hydraulic model identifies capacity constraints at the existing sewer crossing of US 101 to just upstream
of the Laguna Lift Station. The existing sewer crossing is over capacity during current peak wet weather flows and
the pipes surcharge. Replacement of the sewer main, including upsizing to accommodate the project, is planned
under the City’s 2015 Infrastructure Renewal Strategy. The project will be responsible for contributing its fair
share to these off-site improvements to the City’s wastewater collection system.
Monitoring Program: In conjunction with Community Development, the City Utilities Department shall verify payment
of appropriate impact fees prior to issuance of the construction permit.
ER # 1098-15 (Calle Joaquin Hotel Development)
CITY OF SAN LUIS OBISPO INITIAL STUDY ENVIRONMENTAL CHECKLIST 201549
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Attachment 1: Location Map
Attachment 2: Land Use Map
Attachment 3: Zoning Map
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PM
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5
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CH4 N20 CO2e
Pe
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c
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p
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p
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9
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9
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v
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v
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v
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g
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v
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T
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0
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0
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3
7
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c
h
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t
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C
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p
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0
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7
8
0
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4
8
Tr
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p
s
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n
d
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N
a
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f
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q
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p
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t
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p
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b
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Ve
n
d
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T
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p
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b
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r
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n
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Cl
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s
Ve
n
d
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Ve
h
i
c
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e
C
l
a
s
s
Hauling Vehicle Class
Si
t
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P
r
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p
a
r
a
t
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n
3
8
.
0
0
0
.
0
0
0
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0
0
1
3
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0
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5
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0
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2
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1
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0
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0
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7
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1
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0
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1
3
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5
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0
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2
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0
0
L
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H
D
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Bu
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d
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C
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2
9
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1
1
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5
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5
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5
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0
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h
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1
6
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0
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0
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0
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1
3
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0
0
5
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0
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2
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0
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D
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M
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H
D
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M
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H
H
D
T
Ca
l
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E
M
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d
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C
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.
2
0
1
3
.
2
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2
Da
t
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:
7
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3
1
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2
0
1
5
5
:
5
7
P
M
Pa
g
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8
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f
2
4
3.
2
S
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t
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P
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p
a
r
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t
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n
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2
0
1
6
RO
G
NO
x
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SO
2
Fu
g
i
t
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v
e
PM
1
0
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h
a
u
s
t
PM
1
0
PM
1
0
To
t
a
l
Fu
g
i
t
i
v
e
PM
2
.
5
Ex
h
a
u
s
t
PM
2
.
5
PM
2
.
5
To
t
a
l
Bi
o
-
C
O
2
NB
i
o
-
C
O
2
To
t
a
l
C
O
2
CH
4
N2O CO2e
Ca
t
e
g
o
r
y
lb
/
d
a
y
lb
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d
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y
Fu
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3
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7
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4
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t
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2
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6
9
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3
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3
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1
8
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n
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3.
1
M
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Fu
g
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h
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PM
1
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PM
1
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To
t
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0
;
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To
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PM
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PM
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To
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Ca
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HEALTH RISK ASSESSMENT
TOWNPLACE SUITES HOTEL
CALLE JOAQUIN, SAN LUIS OBISPO, CALIFORNIA
MAY 16, 2014
Prepared for:
InterMountain Management
2390 Tower Drive
Monroe, Louisiana 71201
(318) 812 - 7126
Prepared by:
Intrinsik Environmental Sciences, US, Inc. (Intrinsik)
1608 Pacific Avenue, Suite 201
Venice, California 90291
310-392-6462
_____________________________________ 5/16/14
Charles Lambert, Ph.D., DABT Date
Principal Toxicologist
ii
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iii
TABLE OF CONTENTS
LList of Figures .............................................................................................................................. iv
List of Tables ............................................................................................................................... iv
List of Appendices ....................................................................................................................... iv
Glossary of Acronyms & Abbreviations.......................................................................................... v
Executive Summary ..................................................................................................................... vi
1.0 Introduction ...................................................................................................................... 1
1.1 Purpose ................................................................................................................................. 1
1.2 Risk Assessment Process ...................................................................................................... 1
1.3 Methods of Analysis ............................................................................................................. 1
2.0 Setting ............................................................................................................................. 2
2.1 Project Description and Location ........................................................................................ 2
2.2 Toxic Air Contaminants (TACs) ............................................................................................. 2
2.3 Sensitive Receptors .............................................................................................................. 3
2.4 Applicable Significance Health Risk Threshold .................................................................... 3
3.0 Exposure Assessment - Toxic Air Contaminants ................................................................. 4
3.1 Estimating Volume of Traffic................................................................................................ 5
3.2 Hourly Vehicle Distribution Modeling ................................................................................. 5
3.3 Fleet Mix Distribution Modeling .......................................................................................... 5
3.4 Traffic Profile ........................................................................................................................ 6
3.5 Variable Emissions ................................................................................................................ 6
4.0 Air Dispersion Modeling .................................................................................................... 7
4.1 Mapping Project Boundaries ............................................................................................... 7
4.2 Receptors .............................................................................................................................. 7
4.3 Sources .................................................................................................................................. 7
4.4 Meteorological Data ............................................................................................................. 8
4.5 Terrain Data .......................................................................................................................... 8
4.6 Other Model Parameters ..................................................................................................... 8
4.7 Output ................................................................................................................................... 8
4.8 Rerunning AERMOD Model.................................................................................................. 9
5.0 Health Risk Evaluation ...................................................................................................... 9
5.1 Risk Quantification Methodology ........................................................................................ 9
5.1.1 Exposure Parameters ..................................................................................................... 10
5.1.2 Toxicity Factors ............................................................................................................... 11
5.1.3 Cancer Risk Calculations ................................................................................................ 12
5.2 Total Cancer Risk Results ................................................................................................... 12
6.0 Uncertainty .................................................................................................................... 13
6.1 Emissions Modeling ............................................................................................................ 13
6.2 Air Dispersion Modeling ..................................................................................................... 14
6.3 Risk Quantification ............................................................................................................. 14
6.4 Conclusions Regarding Uncertainty................................................................................... 15
7.0 Discussion and Conclusions ............................................................................................. 16
8.0 References ..................................................................................................................... 18
iv
FIGURES
FFigure 1: Location of Proposed TownPlace Suites Hotel
Figure 2: Regional Site Map
Figure 3: Proposed TownPlace Suites Hotel Plan
Figure 4: Receptor and Source Areas
Figure 5: Wind Rose
TABLES
Table 1: Hourly VMT (BURDEN2011 Model)
Table 2: Hourly VMT (BURDEN2007 Model)
Table 3: Diurnal Scaling Factors
Table 4: Annual Emissions Rates
Table 5: Vehicle Class Scaling Factors
Table 6: Hourly Traffic Profile
Table 7: DPM Emission Parameters
Table 8: TOG Emission Parameters
Table 9: DPM Emissions Rate and Variable Emissions Coefficients
Table 10: TOG Emissions Rate and Variable Emissions Coefficients
Table 11: 30-year Age Adjusted Breathing Rate (Embedded)
Table 12: TOG Inhalation Cancer Slope Factor Calculation (Embedded)
Table 13: Age Sensitivity Factors for Early Life Exposures (Embedded)
Table 14: Cancer Risk Unit Factor Calculations (Embedded)
Table 15: Total Cancer Risk Characterization (Embedded)
APPENDICES
Appendix A: Receptor and Source Coordinates
Appendix B: Sample AERMOD ADO Output File
Appendix C: AERMOD Contour Plots
Appendix D: Total Cancer Risk Characterization
v
GLOSSARY OF ACRONYMS & ABBREVIATIONS
AAcronym Explanation
AADT Annual Average Daily Traffic
AT Average Time
BAAQMD Bay Area Air Quality Management District
CARB California Air Resources Board
CDOT California Department of Transportation
CEQA California Environmental Quality Act
CPF Cancer Potency Factor
CRAF Chronic Risk Adjustment Factor
DBR Daily Breathing Rate
DPM Diesel Particulate Matter
ED Exposure Duration
EF Exposure Frequency
HRA Health Risk Assessment
L/kg-d Liters Per Kilogram Per Day
μg/m3 Micrograms Per Cubic Meter
mg/kg-d Milligrams Per Kilogram per Day
mph Miles Per Hour
OEHHA Office of Environmental Health Hazard Assessment
PM2.5 Particulate Matter with diameter of 2.5 micron or less
PM10 Particulate Matter with diameter of 10 micron or less
SLOCAPCD San Luis Obispo County Air Pollution Control District
TAC Toxic Air Contaminant
TOG Total Organic Gases
USEPA United States Environmental Protection Agency
VOC Volatile Organic Compound
VMT Vehicle Miles Traveled
vi
EExecutive Summary
On behalf of InterMountain Management, Intrinsik, Inc. (Intrinsik) has prepared this health risk
assessment report for the proposed TownPlace Suites Hotel, Calle Joaquin, San Luis Obispo,
California. This report evaluated potential health risk impacts to future occupants at the
proposed TownPlace Suites Hotel from exposures to nearby sources of toxic air contaminants
(TACs). Mobile source emissions from highway US 101 is the predominant emission source of
interest. The TACs of concern analyzed in this report included diesel particulate matter (DPM)
and total organic gases (TOG) from US 101.
This assessment used methods approved by the U.S. Environmental Protection Agency (USEPA),
the California Air Resources Board (CARB), the San Luis Obispo County Air Pollution Control
District (SLOCAPCD), and the California Environmental Protection Agency, Office of
Environmental Health Hazard Assessment (OEHHA) to derive the impact estimates, and it
supports the following conclusions:
x The project is classified as a “Type B” project according to the SLOCAPCD Air Quality
Handbook. A Type B project places new land uses with sensitive receptors in
proximity to existing sources of TAC emissions. For Type B projects, the SLOCAPCD
defines a significance threshold of 89 in one million in terms of estimated excess
cancer risks from exposures to TAC emissions from nearby sources.
x A conservative residential receptor was used, even though future use is commercial
(hotel).
x The maximum predicted cancer risk associated with exposures to TAC emissions for a
residential receptor at the project was found to be 27.6 in one million, which is well
below the SLOCAPCD Type B project cancer risk threshold of 89 in one million.
x TAC emissions from nearby sources are not anticipated to significantly impact future
hotel occupants.
1
SSection 1: Introduction
1.1 Purpose
The purpose of this assessment report is to estimate potential health risk impacts to future
occupants resulting from exposures to toxic air contaminant emissions (TAC) at the proposed
TownPlace Suites Hotel, Calle Joaquin, San Luis Obispo, California (the Project). The Project
consists of a four-story hotel located at the end of the Calle Joaquin cul-de-sac. According to the
Project site plan, the hotel would be situated within 250 feet of the nearest southbound lane of
highway US 101 (Figure 1). Major highways such as the US 101 are significant sources of TACs,
particularly diesel particulate matter (DPM), a monitored carcinogen of the California Air
Resources Board (CARB). Through measurements derived from health risk models, the CARB and
other air districts within California have established that cancer risk from DPM constitutes at
least 80 percent of the total airborne cancer risk in California. Because the Project is proximal to
US 101, a refined human health risk assessment (HHRA) has been performed to ensure that
future occupants of the Project will not be exposed to excessive health risks from highway-
related DPM emissions. This assessment quantifies TACs emissions from surrounding emission
sources and estimates health risks to Project occupants. The potential health impacts were
compared with the applicable San Luis Obispo County Air Pollution Control District (SLOCAPCD)
health risk significance threshold for cancer risk to assess the regulatory significance of these
impacts.
1.2 Risk Assessment Process
The Health Risk Assessment evaluates TAC emissions to future occupants at the Project site and
quantifies the risk. As described below, the TACs assessment process consists of four distinct
steps:
1. Quantify estimates of TAC emissions.
2. Identify receptor locations that may be affected by the emissions.
3. Perform air dispersion modeling analyses to estimate ambient pollutant concentrations
at each receptor location using the calculated emissions and representative
meteorological data to define the transport and dispersion of those emissions in the
atmosphere.
4. Characterize and compare the calculated health risks with the applicable SLOCAPCD
health risk significance threshold.
1.3 Methods of Analysis
This assessment employed several mathematical modeling tools and guidelines that are
routinely used and approved by the SLOCAPCD for performing a health risk assessment:
1. The AERMOD Modeling System, a steady-state plume model preferred by the USEPA for
complex terrain air dispersion modeling (USEPA 2005)
2. The AERMOD View modeling package, a graphical interface that provides tools and
features to incorporate the necessary input files and parameters that the AERMOD
model requires
3. The CARB EMFAC2011 Emissions Database, a web based data access to exhaust
emissions estimated by the EMFAC2011 mobile emission source model
2
4. The CARB EMFAC2007 and EMFAC2011 BURDEN area planning inventory models, which
are used to estimate total emissions in daily and hourly frequency
5. The OEHHA Tier I risk assessment methodology, used to estimate potential cancer risks
from TAC emissions (OEHHA 2012)
6. The SLOCAPCD CEQA Air Quality Handbook (SLOCAPCD 2012)
The SLOCAPCD Air Quality Handbook guidelines are discussed below in Section 1.4. The
assumptions and methodology incorporating the CARB EMFAC models are described in Section
3. The modeling parameters utilized in the AERMOD View package are described throughout
Section 4. The guidelines set by the OEHHA Tier I risk assessment methodology are referenced
throughout Section 5.
SSection 2: Setting
2.1 Project Description and Location
The Project involves the development of a four-story hotel containing 115 rooms and a variety of
outdoor amenities including a swimming pool within a fenced enclosure and a barbeque patio.
The Project is located at the end of the Calle Joaquin cul-de-sac, adjacent to the US 101 highway
which is located approximately 250 feet east of the closest hotel room (see Figure 2 for regional
view). Undeveloped lots border the Project to the north, west, and south, while Calle Joaquin
borders the Project to the east. Within the surrounding Project area are several car dealerships
further west and a gasoline service station further south (Figure 1). The US 101 highway is
identified as the major source of likely toxic air contaminants and diesel particulate matter.
Figure 3 provides a site plan for the Project. For this assessment, a project build-out year of 2016
was assumed for all measurements and model parameters.
2.2 Toxic Air Contaminants (TACs)
According to the California Almanac of Emissions and Air Quality (CARB 2013a), a TAC is defined
as an air pollutant that may cause or contribute to an increase in morbidity or mortality.
Although TACs are often present at low levels in ambient air, their high toxicity may pose a risk
to human health at low concentrations. A significant component of TACs which comprises the
majority of the estimated health risk from TACs is DPM from diesel-fueled engines (CARB 2013a).
Based on findings from a 10-year research program on the carcinogenicity of DPM, the State of
California determined in 1998 that DPM from diesel-fueled engines is a human carcinogen. Long-
term inhalation of DPM can result in adverse chronic health effects (CARB 1998). Exposure to
diesel exhaust can cause eyes, nose, throat, and lung irritation, in addition to coughs, headaches,
lightheadedness, and nausea (CARB 2008; CDC 2012). Because diesel exhaust is a major
contributor to fine particulate pollution, studies have linked elevated levels of diesel exhaust
particles in ambient air to increased hospital admissions, emergency room visits, asthma attacks,
and premature deaths among respiratory sensitive populations.
Unlike single substance TACs (e.g., benzene), DPM is a complex mixture of hundreds of
substances emitted from diesel-fueled, internal combustion engines. The composition of DPM
emissions varies by engine type, operating conditions, fuel composition, lubricating oil, and the
3
presence of an emission control system. Another characteristic of DPM which differs from other
TACs is the absence of routine ambient monitoring data. As no method currently exists for
measuring DPM, estimates of DPM are often based on limited data. The CARB however, has
estimated preliminary concentrations using a DPM exposure method which incorporates the
CARB emissions inventory’s PM10 database, ambient PM10 monitoring data, and the results
from several studies to estimate concentrations of DPM. This method measures DPM using
PM10 because almost all of DPM mass is composed of particles of less than 10 micron in
diameter. Additionally, PM10 includes the subgroup of finer particles of less than 2.5 microns in
diameter (i.e., PM2.5) which accounts for approximately 94% of DPM mass (CARB 2008).
Another source of emissions which contributes to human health risk is organic compounds.
These organic compounds, or TOGs, are defined as any carbon compound excluding carbon
monoxide, carbon dioxide, metallic carbides or carbonates, and ammonium carbonate. Volatile
organic compounds (VOCs) especially contribute to TOGs emissions and they are defined as any
carbon compound that contributes to chemicals of potential concern. Exposure to VOCs can
result in a variety of adverse health effects, and several VOCs have been identified by the CARB
as carcinogenic including benzene, formaldehyde, 1,3-butadiene, ethylbenzene, acetaldehyde,
and naphthalene. Statewide, the CARB estimates that DPM emissions from on-road mobile
sources comprise 42% of total DPM emissions. County-wide however, San Luis Obispo County
does not appear in the list of the state’s top ten highest emitting counties for annual TAC
emissions as measured by the CARB (CARB 2013a).
2.3 Sensitive Receptors
Compared to the general population, individuals with increased sensitivity to toxic exposures are
considered sensitive receptors. Sensitive receptors may include young children and chronically ill
individuals who may also stay at various lodging establishments such as hotels, hostels, and
vacation rentals. Relevant sensitive receptors in this assessment are future occupants located at
the Project site. Because of the multi-story design of the facility, sensitive receptors were also
assumed to be present at 0 feet, 11 feet, 21 feet, 30 feet, and 45 feet corresponding ground
level and to the heights of the first, second, third, and fourth stories.
Recommendations from the CARB Air Quality and Land Use Handbook (CARB 2005) were used to
address potential health impacts associated with freeway emissions. The Handbook provides
recommendations regarding the siting of new sensitive land uses near freeways and other large
sources of TACs. Although the Handbook recommends avoiding the siting of new sensitive land
uses within 500 feet of a freeway, the Handbook recognizes that site-specific information should
be used to more adequately determine potential impacts to sensitive receptors. Accordingly,
site-specific information was utilized in this HHRA.
2.4 Applicable Significance Health Risk Threshold
The SLOCAPCD CEQA Air Quality Handbook classifies the project as a Type B project, a new land
use which places sensitive receptors (e.g., the Project) within 1,000 feet of existing sources of
TACs. Primary emission sources of interest pertain to traffic-related TACs along the US 101
4
highway east of the project. For Type B projects, the SLOCAPCD has established a CEQA health
risk threshold of 89 in one million for cancer risk. This risk level represents the health risk caused
by ambient TAC concentrations in San Luis Obispo County. A Type B project which corresponds
to a cancer risk in excess of 89 in one million is considered to be significantly impacted by
surrounding TAC emission sources.
SSection 3: Exposure Assessment – Toxic Air Contaminants
The first requirement in the risk assessment is the development of an emission inventory which
involves identifying sources of TAC emissions and quantifying these emissions. Any emitting
equipment is identified by its location and physical characteristics, (release height, release
temperature, etc.) as well as the chemical nature of the emissions. In accordance with
SLOCAPCD guidance, TAC emission sources located within 1,000 feet of the Project were
identified and their emissions quantified. Mobile sources along US 101 highway were considered
the primary source of emissions. While a service station was identified south of the Project site,
the source was more than 1000 feet of the project and therefore considered insignificant. Other
potential sources of TAC emissions such as dry cleaners, distribution centers, and rail yards were
not identified within 1,000 feet of the Project. The Project in relation to possible sources of TAC
emissions is shown in Figure 1.
US 101, with its attendant motor vehicle emissions, is located approximately 250 feet east of the
nearest room location where occupants will reside at the Project site. Based on this information,
a profile was created of daily traffic along the highway segment adjacent to the Project site.
Emissions from vehicle traffic along US 101 were calculated using information derived from
traffic count data collected by the California Department of Transportation (CDOT), vehicle miles
travels projections provided by the CARB BURDEN area planning model, and emission factors
from the CARB EMFAC2011 Emissions Database1.
There are distinct steps involved in developing an appropriate emissions inventory:
1) Estimate the volume of traffic
2) Model the hourly distribution of vehicles
3) Model the distribution of vehicles by class (also called fleet mix)
4) Create a profile of vehicle counts using hourly and fleet mix estimates
5) Calculate variable emissions for each TAC of concern
1 An emission factor is a representative value that attempts to relate the quantity of a pollutant released to the atmosphere with
an activity associated with the release of that pollutant. These factors are usually expressed as the weight of pollutant divided by
a unit of activity, volume, distance, or duration of the activity emitting the pollutant (e.g., grams of pollutant emitted per vehicle-
mile traveled or grams of pollutant emitted per brake-horsepower).
5
3.1 Estimating Volume of Traffic
To estimate the volume of traffic, the portion of the US 101 highway relevant to the Project
needs to be determined. The Project site is located on the west side of the US 101 between the
Los Osos Valley Road ramp and the Prado Road ramp. The CDOT traffic volumes data, however,
only displays traffic information for the freeway segment between the Los Osos Valley Road
ramp and the Madonna Road ramp, further north of the Prado Road ramp. Therefore, the Los
Osos ramp Ahead Leg, the freeway segment north of the Los Osos ramp, was used for this
analysis. The estimated Annual Average Daily Traffic (AADT) of the Los Osos Ahead Leg is 58,700
vehicles per day (CDOT 2013).
3.2 Hourly Vehicle Distribution Modeling
Estimating the distribution of traffic by hour of the day requires data on vehicle miles traveled
(VMT) by hour of the day. The CARB EMFAC BURDEN area planning inventory models provide,
among other traffic data, VMT for a given county and projected year. VMT data is broken down
by vehicle class and represent the total number of miles traveled by each vehicle class per hour
of the day for a given county and projected year. Because the most current EMFAC BURDEN
model, EMFAC2011-LDV (CARB 2011), does not provide hourly VMT data on heavy duty trucks,
the EMFAC2007 model (CARB 2007) was used to estimate the hourly VMT of heavy duty trucks
as needed. And so, the EMFAC BURDEN models were used to estimate VMT for San Luis Obispo
County for the year 2016. The hourly VMT data for EMFAC2011 and EMFAC2007 are shown in
Tables 1 and 2 respectively.
To appropriately model the distribution of vehicles by hour of the day, hourly VMT data were
used to derive a diurnal scaling factor. This scaling factor could then be multiplied by the number
of vehicles in each vehicle class to estimate the number of vehicles on the US 101 (in San Luis
Obispo County in the year 2016). The diurnal scaling factor is calculated by dividing the hourly
VMT by the total VMT of the day for each vehicle class. The diurnal scaling factors are detailed in
Table 3.
3.3 Fleet Mix Distribution Modeling
After calculating the diurnal scaling factor, the number of vehicles in each vehicle class needs to
be estimated. This can be done by estimating the distribution of the vehicles by their vehicle
class (the fleet mix), which also requires VMT data. For fleet mix distribution, the current model
EMFAC2011 provides VMT data for all vehicle classes and can be obtained through the CARB
EMFAC2011 Emissions Database (CARB 2013b). To query the appropriate data from the web
access database, a number of parameters are required. Emission rates for San Luis Obispo
County for the projected year 2016 were selected. Because DPM and TOG emissions are the
TACs of concern, all fuel types were selected. Annual Average emissions rates and vehicle speeds
45, 55, and 65 miles per hour (mph) were selected to accommodate emissions modeling
assumptions. EMFAC2007 vehicle categorization, on the other hand, was selected for simplicity.
To model the fleet mix distribution, VMT by vehicle class was used to derive a vehicle class
scaling factor, much like the diurnal scaling factor. This scaling factor could be multiplied by the
total traffic volume to estimate the number of vehicles in each vehicle class on the US 101 (in
6
San Luis Obispo County in the year 2016 at speeds 45, 55, and 65 mph). The vehicle class scaling
factor is simply the VMT of a vehicle class divided by the total VMT of all classes together. In this
analysis, DPM emissions are modeled by diesel engine vehicles while TOG emissions are modeled
by catalytic gasoline vehicles, noted in the output as CAT. Non-catalytic (NCAT) gasoline vehicles
are excluded in this analysis; therefore, scaling factors are not calculated for those vehicle
classes. The VMT data for speeds 45, 55, and 65 mph is available in Table 4, and the vehicle class
scaling factors are in Table 5.
3.4 Traffic Profile
Using the estimates derived above, a detailed profile of traffic by hour and by vehicle class was
developed. The AADT obtained from the CDOT traffic volumes data was multiplied by the vehicle
class scaling factor to obtain the fleet mix distribution. The number of vehicles in each class (fleet
mix) were multiplied by their respective diurnal scaling factors to obtain the number of vehicles
on the US 101 (in San Luis Obispo County in the year 2016 at speeds 45, 55, and 65 mph) each
hour by vehicle class. Table 6 contains this profile of vehicle counts. The diurnal pattern of
vehicles on the US 101 indicates elevated traffic during the morning hours of 7am to 10am and
afternoon hours of 5pm to 7pm.
3.5 Variable Emissions
The CARB EMFAC2011 Emissions Database also provides emissions rates by vehicle class and
vehicle speed. Emission rates were available for TOG but not DPM. For this emissions modeling,
DPM was assumed to be appropriately represented by PM10. Because the diurnal pattern reveals
clear trends for morning and afternoon traffic, vehicle speeds were grouped by time of day.
Traffic was presumed to be slower for morning and afternoon traffic hours. Tables 7 and 8 show
the emission parameters for DPM and TOG respectively.
Hourly emissions rates were calculated by multiplying the emissions factor (determined by
vehicle class and speed), the vehicle count (by time of day and vehicle class), freeway length, and
unit conversion factors (hour to second). The length of the freeway segment impacting the
Project is difficult to determine precisely, so it was estimated conservatively. The impacting
length was estimated to be the freeway segment encompassing the entirety of the Project lot
(825 feet) plus 1500 feet in either direction, a distance well above the SLOCAPCD Air Quality
Handbook standards for a “Type B” project designation. This amounts to 3825 feet or 0.725
miles. Thus, emissions rates (grams/second) were calculated for each hour by vehicle class.
The total emissions rates for each hour were calculated by summing across all vehicle classes.
The final emissions rate to be used in the air dispersion model was selected to be the maximum
hourly emission, divided by two to account for northbound and southbound traffic each way.
The variable emissions coefficients were calculated by normalizing the hourly emissions rates to
the maximum hourly emission rate. Hence, the variable emissions are unitless coefficients that
are multiplied by the final emissions rate (grams/second) to obtain hourly emissions rates. The
hourly variable emissions coefficients and final emissions rate are calculated separately for DPM
and TOG and are shown in detail in Tables 9 and 10 respectively.
7
SSection 4: Air Dispersion Modeling
The next step in the assessment process utilizes the emissions inventory calculated above along
with a mathematical air dispersion model and representative meteorological data to calculate
impacts at the various receptor locations. The American Meteorological Society/Environmental
Protection Agency Regulatory Model Improvement Committee’s AERMOD steady-state plume
model, the preferred model of the USEPA (USEPA 2005), was used to estimate the health risk
impacts at receptors located within the project from exposures to TACs. The software package
AERMOD View (Lakes 2014) was used to determine source and receptor coordinates,
incorporate appropriate meteorology and terrain data, run the AERMOD model, and produce
graphical output. All measurements and model parameters are discussed in full below.
Air dispersion of DPM and TOG emissions was modeled at each receptor height: 0 feet, 11 feet,
21 feet, 30 feet, and 45 feet. Therefore, total of ten AERMOD model runs were completed for
this HHRA.
4.1 Mapping Project Boundaries
In accordance with CARB Air Quality and Land Use Handbook guidelines (CARB 2005), the fence
line of the lot encompassing the Project and associated parking and amenities constituted the
Project Boundaries for the AERMOD model. The midpoint of the Project Boundary adjacent to
the Calle Joaquin cul-de-sac was established as the point of reference in AERMOD View. The
Polygonal Building tool was used to model the Project Boundary lines, which helped determine
which receptors would be retained for analysis.
4.2 Receptors
Receptors encompassing the Project site were configured using the Uniform Cartesian Grid tool.
After excluding receptors placed outside of the Project Boundaries, 160 receptors were retained.
Three additional receptors were affixed to the boundary adjacent to the US101, one on each
corner and another at the midpoint. A total of 163 receptors were utilized to output a detailed
contour plot of the impact of emissions on the Project. Coordinates of the receptors are detailed
in Appendix A.
4.3 Sources
The mobile source emissions from the US 101 were configured as two line volume sources, one
for each direction (northbound and southbound) and labeled as such. Each line source was
modeled to represent 1166 meters in length, equivalent to the 3825 feet of freeway segment
impacting the Project as determined in Section 3.5. In addition, the line sources were configured
as separated volumes and assume a release height of 12 feet (plume height of 4.31 meters) and
a plume width of 30 feet (9.14 meters). The emission rate and variable emissions input used
depended on whether DPM or TOG emissions were being modeled. The final emissions rate and
variable emissions coefficients for DPM and TOG are shown in Tables 9 and 10 respectively. The
location of the mobile source emissions in relation to the Project receptors are shown in Figure
4.
8
4.4 Meteorological Data
Hourly meteorological data consisting of air temperature, wind speed, wind direction, and
atmospheric mixing heights are required to operate the AERMOD model to determine the
direction and rate of dispersion of emissions released into the atmosphere. Surface data, such as
surface reflection of radiation, heat flux, and surface roughness are also required to operate the
model. In order to be incorporated into the AERMOD model, the meteorological and surface
data need to be formatted appropriately by AERMET, the meteorological preprocessing program
that accompanies the AERMOD modeling system.
The SLOCAPCD provided meteorological and surface data from the San Luis Obispo-Higuera
Street air monitoring site, less than one mile from the project, for the year 2011. Though the
data was formatted from a previous version of AERMET, this data was successfully incorporated
in the air dispersion analysis. The monitoring site’s base elevation of 55 meters was also used in
the AERMOD model. Figure 5 provides a wind rose for the meteorological data from the San Luis
Obispo-Higuera Street air monitoring site. The figure indicates that the most frequent wind
directions are from northwest directions, which is potentially protective in regard to emissions
from the US 101.
4.5 Terrain Data
AERMOD can handle both simple and complex terrain using USGS Digital Elevation Data. Similar
to preprocessing meteorology data, AERMOD utilizes the preprocessing program AERMAP to
prepare terrain data to be incorporated into the air dispersion analysis. Appropriate terrain data
such as elevation and hill-height scaling factors was obtained from the Lakes Environmental
terrain database (Lakes 2008). AERMAP incorporates terrain data with receptor height to model
the air dispersion and needs to be rerun when changing the receptor height, as described below
in Sections 4.6 and 4.8.
4.6 Other Model Parameters
The AERMOD model features a number of options for complex modeling scenarios, but only a
few are of interest in this analysis. The averaging time of the impact concentrations was set to
Period only with hourly (1 hour) or daily (24 hour) options not selected as this air dispersion
analysis did not cover acute exposures. The model utilized an Urban Dispersion Coefficient,
rather than Rural, to account for the additional turbulence and heat effects that urban land use
has on plume dispersion. To use this dispersion coefficient, the estimated population of San Luis
Obispo County (276,433) was obtained from the U. S. Census Bureau’s QuickFacts database and
included in the model (citation). The Flagpole Receptors feature was used to establish the
various heights of the Project receptors. Building downwash is usually incorporated to account
for building wake effects, but since no point or flare sources were utilized in this analysis, it was
not included. The rest of the AERMOD modeling options were set to regulatory default.
4.7 Output
AERMOD View produces a variety of output that can be used to illustrate the dispersion of the
TAC emissions and their impact on the Project receptors. The first of which is the raw ADO
output file, which contains the emission concentrations impacting each of the 163 receptors as
9
well as all of the input data and modeling options. A sample ADO file (DPM emissions modeled at
ground level) is available in Appendix B. AERMOD View also produces reports that summarize the
modeling inputs, such as the Source Pathway, Receptor Pathway, and Meteorology Pathway. In
the contour plots, the large number of receptors help visualize how concentrations vary in
distance from the US 101 highway and in height above the ground. This pattern with respect to
height and distance from the US 101 highway can be seen in Appendix C.
4.8 Rerunning AERMOD Model
As stated earlier, ten AERMOD model runs were necessary for this analysis, each of which
require different model parameters. For modeling the receptors at the different heights of the
Project (0 feet, 11 feet, 21 feet, 30 feet, and 45 feet), the Flagpole Receptor parameter was
changed. This required rerunning AERMAP each time in order to incorporate the new receptor
height with the terrain data. Shifting analysis of DPM emissions to TOG emissions requires
changing the Emission Rate of both line volume sources (northbound and southbound) and
updating the Variable Emissions input in the Source Pathway. Output was saved at the end of
each AERMOD model run.
SSection 5: Cancer Risk Evaluation
5.1 Cancer Risk Characterization Methodology
The estimated TAC emissions can be used to assess potential health impacts to future occupants
of the hotel from exposure to TAC emissions near the Project site. This cancer human health risk
assessment approach follows current methodologies developed by the California Office of
Environmental Health Hazard Assessment (OEHHA) under the Air Toxics “Hot Spots” Information
and Assessment Act of 1987 (AB 2588 [Chapter 1252, Statutes of 1987, California Health and
Safety Code Section 44306]). Specifically, exposure parameters are consistent with the 2012
Technical Support Document for Exposure Assessment and Stochastic Analysis while toxicity
values were derived from the 2009 Technical Support Document for Cancer Potency Factors:
Methodologies for Derivation, Listing of Available Values, and Adjustments to Allow for Early Life
Stage Exposures. To be protective of potential sensitive receptors at the Project site (as
recommended by SLOAPCD), this cancer risk assessment evaluated potential risks from highway
emissions to a residential receptor, a highly conservative assumption for hotel workers or guests.
Risk characterization involves integrating the exposure analysis (inclusive of contaminant
concentrations and receptor-specific exposure parameters) with chemical-specific toxicity
information. The risk evaluation focuses exclusively on the inhalation of highway emission,
which is the dominant exposure pathway for TACs. The cancer risks from TACs were estimated
by multiplying the modeled daily annual average TAC concentration and a “cancer risk unit
factor”, which integrates the toxicity and exposure parameters, as described in Equation 1 and in
additional detail below:
10
Cancer Risk = CTAC x CRUF (EQ-1)
Where:
Cancer Risk = Hypothetical individual cancer risk if exposed to carcinogenic emissions
from a particular source for specified exposure durations (risk per million
exposed individuals)
CTAC = Modeled daily annual average TAC concentration (μg/m 3)
CRUF = Cancer Risk Unit Factor (per μg/m3 per million)
The cancer risk unit factor (CRUF) is calculated by multiplying the cancer toxicity factor
(inhalation cancer slope factor, or CSFi), an adjustment factor for early life stage exposures to
carcinogens, and the inhalation exposure factor, as summarized in Equation 2:
CRUF = CSFi x ASF x IEF (EQ-2)
Where:
CSFi = TAC-specific Inhalation cancer slope factor (mg/kg-day)-1
ASF = Age sensitivity factor for early life exposure (unitless)
IEF = Inhalation exposure factor (liters/kg-day)
The inhalation exposure factor combines receptor-specific exposure parameters, as expressed in
Equation 3 below:
Inhalation Exposure Factor = DBR x EF x ED /AT (EQ-3)
Where:
DBR = Daily breathing rate (liters/kg-day)
EF = Exposure frequency (days/year)
ED = Exposure duration (years)
AT = Averaging time period for carcinogens (lifetime; days)
5.1.1 Exposure Parameters
As noted above, although it is anticipated that hotel workers or visitors would be exposed to TAC
emissions for a limited period of time, the SLOCAPCD considers hotel occupants as sensitive
receptors. Therefore, cancer risks are based on residential exposure parameters, and include
the 30-year exposure duration recommended by OEHHA (2012). The residential exposure
frequency is 350 days per year and the carcinogenic averaging time is the lifetime expectance of
70 years. The daily breathing rate of 580 liters/kg body weight-day was calculated by averaging
the age-specific values recommended by OEHHA, as shown in Table 11, below. Inserting these
values into Equation 3 above results in a residential inhalation exposure factor of 238 liter/kg-
day.
11
Table 11: 30-year Age Adjusted Breathing Rate
Receptor Age Range
95th% Breathing
Rate (l/kg-day) Duration
Adjusted Rate
(l/kg-day)
Resident
3rd Trimester 361 0.25/30 3.00
0<2 years 1090 2/30 72.6
2<16 yr 745 14/30 347.6
16<30 yr 335 14/30 156.3
30-year Exposure Duration 580
Age-specific breathing rates from Table 3.1 of OEHHA 2012.
5.1.2 Toxicity Factors
Inhalation slope factors were obtained from OEHHA (2009). Specifically, the diesel particulate
matter inhalation cancer slope factor is 1.1 per mg/kg-day (or [mg/kg-day]-1). However, no
specific CSFi is available for the mixture of compounds that make up TOG (of which VOCs are the
principal component). However, the Bay Area Air Quality Management District (BAAQMD) has
developed an approach that can be used to quantify the toxicity associated with non-diesel
VOCs, based on the speciation (or composition) of the TOG emissions (BAAQMD 2012). In this
approach, the percentage composition of each of the TOG components is combined with the
chemical-specific toxicity value to develop a “weighted toxicity value”. As shown in Table 12
below, the summation of these weighted values is the cumulative inhalation cancer slope factor
for those TOG emissions.
Table 12: TOG Inhalation Cancer Slope Factor Calculation
TOG Compound
Gasoline TOG
Speciation
(%TOG)
Inhalation Cancer
Slope Factor
(mg/kg-day)-1
Weighted CSFi
(mg/kg-day)-1
Acetaldehyde 0.25% 1.00E-02 2.50E-05
Benzene 2.19% 1.00E-01 2.19E-03
1,3-Butadiene 0.48% 6.00E-01 2.88E-03
Ethylbenzene 0.93% 8.70E-03 8.09E-05
Formaldehyde 1.40% 2.10E-02 2.94E-04
Naphthalene 0.04% 1.20E-01 4.80E-05
TOG Emissions Total 5.52E-03
Due to the potential increased susceptibility of infants and children, the age sensitivity factor is
required for the calculation or residential cancer risks. The cancer risk adjustment factor was
developed as shown in Table 13 below.
12
Table 13: Age Sensitivity Factors for Early life Exposures
Receptor Age Range ASF Duration
Cancer Adjustment
Factor
Resident
3rd Trimester 10 0.25/30 0.083
0<2 years 10 2/30 0.67
2<16 yr 3 14/30 1.4
16<30 yr 335 14/30 0.47
30-year Exposure Duration ASF 2.6
See Section 11 of OEHHA 2012 or OEHHA 2009 for age-specific ASFs.
5.1.3 Cancer Risk Calculations
The “cancer risk unit factor” is calculated for each TAC by combining the exposure calculations
and toxicity data provided in Sections 5.1.1 and 5.1.2 in Equation 2. The results of these
calculations are summarized in Table 14 below.
Table 14: Cancer Risk Unit Factor Calculations
TAC
IEF
(l/kg-day)
ASF
(unitless)
CSFi
(mg/kg-day)-1
CRUF
(μg/m3)-1/10-6
DPM 238 2.6 1.1 690
TOG 0.0055 3.5
For each receptor height at each receptor location across the Project site, discrete DPM and TOG
cancer risks are calculated by multiplying the corresponding dispersion model emissions data
with the TAC-specific CRUF shown in Table 14 (see also Equation 1). These location-specific DPM
and TOG emission-related cancer risks are presented in Appendix D.
5.2 Total Cancer Risk Results
The total cancer risk for each receptor location is obtained by summing the DPM and TOG risk
estimates for that location (see Appendix D). The receptor location with the highest total cancer
risk is considered the “maximally exposed receptor”, which are summarized in Table 15 below. It
should be noted that the maximum DPM and TOG cancer risks at a specific receptor height was
not always associated with the maximally exposed receptor. The maximally exposed receptor
total cancer risk from the surrounding sources of TAC emissions is 28 in one million (at ground
level), which is below the SLOCAPCD Type B health risk significance threshold of 89 in one
million. In addition, the estimated cancer risk decreases with increasing height above the
ground. As shown in Table 15, the majority of the estimated cancer risk is attributable to DPM
emissions from vehicle traffic along US 101.
13
Table 15: Total Cancer Risk Characterization
Building Level
Height
Above
Ground
(feet)
Maximally Exposed
Receptor Location
Coordinates
Cancer Risk at
Maximally Exposed
Receptor
(risk/million)
Exceeds
SLOAPCD Cancer
Risk Significance
Threshold
(89/million)? X Y
Ground Level 0 711134.84 3903268.8
DPM 23.1
No TOG 4.5
Total 27.6
1st Floor 11 711134.84 3903268.8
DPM 19.8
No TOG 3.8
Total 23.6
2nd Floor 21 711134.84 3903268.8
DPM 13.2
No TOG 2.5
Total 15.7
3rd Floor 30 711117.53 3903260.44
DPM 7.5
No TOG 1.4
Total 8.9
4th Floor 45 711064.07 3903317.84
DPM 3.5
No TOG 0.6
Total 4.1
SSection 6: Uncertainty
The goal of a health risk assessment is to provide scientific and objective risk estimates that
enable effective risk management. However, when using health risk assessment results for
decision-making, one should consider the methods employed in deriving the predicted risk
values. Reviewers may be misled if they rely only on a simplified numerical representation of risk
without considering the underlying uncertainties, limitations, and assumptions. In order to
provide the reader with perspective on the quality of the predicted risk values, this section
considers the uncertainty and associated conservatism inherent in this HRA.
There are substantial uncertainties involved in assessing the health risk of air pollutants.
Uncertainties can originate from modeling emissions, modeling air dispersion, and quantifying
risk. Once any type of uncertainty is introduced into the early stages of the process, it
propagates as calculations proceed. Therefore, the methodology described above for assessing
health risks in emissions modeling, dispersion modeling, and risk quantification have been
developed to provide conservative results (in terms of over predicting health impacts).
6.1 Emissions Modeling
Developing the emissions inventory is a long process of intermediate calculations involving
estimates of traffic volume, vehicle miles travelled, and emissions rates, where each of these
estimates introduces a possible source of uncertainty. The Annual Average Daily Traffic (AADT)
14
count was obtained from the CDOT 2012 Traffic Volumes. Although great care was taken to
select the most appropriate AADT, subsequent calculations and estimates were modeled on the
year 2016, the projected build-out date, and not 2012.
The EMFAC BURDEN models introduce significant points of uncertainty. Due to the absence of
VMT data on heavy-duty diesel vehicles in the EMFAC2011 BURDEN model, supplemental VMT
results were combined from the earlier EMFAC2007 version, which featured outdated
projections of VMT data. This source uncertainty was mitigated in that these older projections
were used only for hourly distribution of heavy-duty diesel vehicles, rather than number of
vehicles on the road which would be a more significant source of uncertainty. Intermediate
calculations using VMT data yielded a slightly lower (0.3% less) annual average daily vehicle
count.
The EMFAC Emissions Database is also a significant source of uncertainty. VMT data and
emissions rates obtained from the EMFAC emissions database assume very specific vehicle
speeds. Lighter vehicle classes were associated with speeds 55 and 65 miles per hour while the
heavier vehicle classes were associated with speeds 45 and 55 miles per hour. This assumption
affects both the variable emissions coefficients as well as the final emissions rate. In addition,
DPM was modeled by PM10 as no measurement method for DPM currently exists, introducing
another source of uncertainty for diesel emissions. Both the EMFAC BURDEN models and the
EMFAC Emissions Database are based on a particular fleet projection, San Luis Obispo County in
2016. The length of freeway segment that impacts the Project is difficult to model precisely and
so was estimated conservatively.
6.2 Air Dispersion Modeling
Because the air dispersion model incorporates so many data inputs, a full inventory of
assumptions and estimates needs to be taken. Receptors were generated using a Uniform
Cartesian Grid but could have possibly been modeled more appropriately, such as parallel to the
Project Boundaries. The Project Boundaries themselves, although carefully selected, were
developed using the AERMOD View tools rather than with coordinates obtained from the site
plan. This was counteracted by placing additional receptors at the Project Boundary closest to
the US 101. Since the Project site was modeled by 163 receptors, this source of uncertainty is
considered to be fairly low priority.
The sources of emissions, on the other hand, comprised a significant source of uncertainty. The
sources were modeled as two line volume sources that assume a specific release height and
freeway lane width. They were also developed to measure to a specific length, the estimated
length of freeway. Most importantly, the emission sources incorporate the emissions rates and
variable emissions coefficients calculated from the emissions modeling in Section 3.5,
propagating uncertainties involved with those calculations.
6.3 Risk Quantification
Considerable uncertainty is associated with risk quantification of TAC emissions. Risk
quantification is the process of characterizing the relationship between the exposure
15
concentration of an agent and the incidence and severity of adverse health effects in an exposed
population. As with emissions and air dispersion modeling, risk quantification involves a number
of input parameters that may be sources of uncertainty. Many of these parameters were based
on guidelines recommended by the regulatory agencies and professional organizations cited. To
ensure that potential health impacts to the exposed receptors will not be underestimated,
regulatory agencies use uncertainty (or safety) factors in calculating excess cancer risk.
The OEHHA recommends using the 30-year exposure duration for determining sensitive receptor
cancer risks. This exposure duration also assumes an exposure frequency of 350 days per year,
24 hours per day and is representative of residential exposures. The exposure duration of 30
years assumes that people occupying a major urban area may be exposed to TAC emissions over
the duration of residency. The OEHHA also recommends use of an age sensitivity factor to
account for child receptors. The use of these factors is intended to be conservative but
nonetheless introduce uncertainty. The use of the property is commercial, and the assumption
of residential exposure overestimates risk.
Another source of uncertainty lies in the calculation of the toxicity factor for TOG emissions.
Unlike the inhalation exposure factor calculated for DPM emissions, the toxicity factor for TOG
involves taking a weighted average of residential cancer risk factors based on TOG speciation.
Although the values for calculating the total weighted toxicity factor were obtained directly from
BAAQMD guidelines, speciation of TOG was estimated using EMFAC models, introducing another
source of uncertainty.
6.4 Conclusions Regarding Uncertainty
Although it is difficult to quantify the uncertainties associated with all the assumptions made in
this risk assessment, the use of conservative assumptions likely contributed to a substantial
overestimation of exposure and risk. Language suggested by the USEPA (1989) to explain the
effect of using conservative assumptions in cancer risk assessments is as follows:
These values are upper-bound estimates of excess cancer risk potentially arising
from lifetime exposure to the chemical in question. A number of assumptions have
been made in the derivation of these values, many of which are likely to
overestimate exposure and toxicity. The actual incidence of cancer is likely to be
lower than these estimates and may be zero.
In summary, the primary issues that likely result in overestimations of cancer risk to receptors at
the Project site are:
x The estimated length of freeway segment used to calculate emissions impacting receptor
locations at the Project;
x The location of receptors at Project fence line rather than areas of anticipated use; and
x The assumption of residential exposure for quantifying cancer risk even though future
use is commercial.
16
Uncertainties that may lead to the underestimation of cancer risks are:
x Minor loss (0.3%) in annual average daily vehicle count due to intermediate calculations
as shown in Table 6; and
x The observed hourly traffic pattern and assumed vehicle speed, which affect the vehicle
class specific emissions rate and final emissions rate calculations.
SSection 7: Discussion and Conclusions
This HRA evaluated the potential cancer risks to future occupants of the proposed TownPlace
Suites Hotel in Calle Joaquin, San Luis Obispo, California. The Project site was evaluated for
possible sources of TAC emissions and was determined to be within 250 feet of the US 101, a
major highway with high volume of traffic. Because the location of the Project is within 1000 feet
of a major source of TAC emissions, the Project is classified as a “Type B” project as determined
by SLOCAPCD guidelines. SLOCAPCD defines a significance threshold of 89 in one million in terms
of estimated excess cancer risks from exposures to TAC emissions from nearby sources.
Emissions from the US 101 were carefully modeled and involved an extensive estimation process
as described in Section 3. In summary, the process involved estimating volume of traffic,
modeling diurnal trends in vehicle counts, determining the traffic fleet mix, and calculating
hourly estimates of traffic by vehicle class. A significant portion of these estimates were based
on traffic in San Luis Obispo County for the projected build-out year of 2016. The intermediate
calculations for emissions modeling are detailed in full in Tables 1 through 10.
Air dispersion incorporated data from several sources such as estimated mobile source
emissions calculated in Section 3, meteorological data obtained from the SLOCAPCD, terrain data
obtained from Lakes Environmental terrain database, and regulatory assumptions set as default
options in AERMOD View. Modeling input, such as source coordinates and receptor coordinates
are detailed in full in Appendix A. AERMOD View produces an ADO file showing a majority of the
parameters used as well as detailed output on exposure concentrations at each receptor. A
sample ADO file for DPM emissions modeled at ground level is available in Appendix B. In
addition, AERMOD View provided a variety of other output, such as contour plots, to visualize
the air dispersion.
As can be seen in the contour plots presented in Appendix C, estimated cancer risk decreases
substantially with respect to height. In addition, the contour plots reveal that the location of the
maximally exposed receptor location also changes with respect to height as noted in Table 15,
specifically the 3rd and 4th Floors. The contour plots reveal that at ground level, the peak
concentration impacting the Project is located at the edge of the Project Boundary and tends to
remain there as height increases until the 4th Floor where the impacting concentrations are
more or less equivalent throughout.
Total cancer risk from both TOG and DPM emissions were calculated for all receptor locations.
Cancer risk was quantified in accordance with current regulatory guidance (OEHHA 2012) or
17
currently recommended methods (BAAQMD 2012). Total cancer risk was calculated at heights 0
feet, 11 feet, 21 feet, 30 feet, and 45 feet and is shown in Table 15. Values incorporated into the
risk calculations for DPM and TOG are shown in Tables 11 through 14.
The maximally exposed receptor location (assumed to be a residential receptor) at ground level
was associated with the highest cancer risk for the entire Project site, and the cancer risk
associated with this receptor location was compared with the SLOCAPCD’s significance
threshold. The cancer risk of the maximally exposed receptor location is 27.6 in one million,
which is substantially less than the threshold of 89 in one million. Therefore, TAC emission from
the US 101 freeway are not anticipated to significantly impact future occupants of the proposed
TownPlace Suites Hotel.
18
SSection 8: References
Bay Area Air Quality Management District (BAAQMD). 2012. Recommended Methods for
Screening and Modeling Local Risks and Hazards. Website:
http://www.baaqmd.gov/~/media/Files/Planning%20and%20Research/CEQA/Risk%20Mo
deling%20Approach%20May%202012.ashx?la=en. Accessed May 2014.
California Air Resources Board (CARB). 2013. California Almanac of Emissions and Air Quality -
2013 Edition. Website:
http://www.arb.ca.gov/aqd/almanac/almanac13/almanac2013all.pdf. Accessed May
2014.
California Air Resources Board (CARB). 2013b. EMFAC2011 Emissions and Emission Rates
Database. Website: http://www.arb.ca.gov/emfac/. Accessed May 2014.
California Air Resources Board (CARB). 2011. EMission FACtors model, Version EMFAC2011.
Website: http://www.arb.ca.gov/msei/modeling.htm. Accessed May 2014.
California Air Resources Board (CARB). 2008. Findings of the Scientific Review Panel on The
Report on Diesel Exhaust as Adopted at the Panel's April 22, 1998 Meeting. Website:
http://www.arb.ca.gov/toxics/dieseltac/de-fnds.htm. Accessed: May 2014
California Air Resources Board (CARB). 2007. EMission FACtors model, Version EMFAC2007.
Website: http://www.arb.ca.gov/msei/documentation.htm. Accessed May 2014
California Air Resources Board (CARB). 2005. Air Quality and Land Use Handbook: A Community
Health Perspective. Website: http://www.arb.ca.gov/ch/handbook.pdf. Accessed May
2014.
California Air Resources Board (CARB). 1998. Identification of Diesel Exhaust as a Toxic Air
Contaminant. Website: http://www.arb.ca.gov/toxics/dieseltac/factsht1.pdf. Accessed
May 2014.
Centers for Disease Control and Prevention, Office of Mine Safety and Health Research (CDC).
2012. Mining Topic: Diesel Exhaust. Website:
http://www.cdc.gov/niosh/mining/topics/DieselExhaust.html. Accessed: May 2014
California Department of Transportation (CDOT). 2013. 2012 Average Annual Daily Traffic on the
California State Highway System. Website:
http://www.dot.ca.gov/hq/traffops/saferesr/trafdata/index.htm. Accessed May 2014.
Lakes Environmental Software (Lakes). 2014. AERMOD View, Version 8.6. Online and available at:
http://www.weblakes.com/products/aermod/. Accessed: May 2014.
19
Lakes Environmental Software (Lakes). 2008. Terrain Data – 7.5 DEM: San Luis Obispo –
California. Website: http://www.webgis.com/terr_pages/CA/dem75/sanluisobispo.html.
Accessed: May 2014.
California Environmental Protection Agency, Office of Environmental Health Hazard Assessment
(OEHHA). 2012. Air Toxics Hot Spots Program Risk Assessment Guidelines. Technical
Support Document for Exposure Assessment and Stochastic Analysis. Website:
http://oehha.ca.gov/air/hot_spots/pdf/2012tsd/TSDportfolio2012.pdf. Accessed May
2014.
San Luis Obispo County Air Pollution Control District (SLOCAPCD). 2012. CEQQ Air Quality
Handbook. A Guide for Assessing the Air Quality Impacts for Projects Subject to CEQA
Review. Website:
http://www.slocleanair.org/images/cms/upload/files/CEQA_Handbook_2012_v1.pdf.
Accessed: May 2014.
U.S. Census Bureau. 2014. State and County QuickFacts: San Luis Obispo County, California.
Website: http://quickfacts.census.gov/qfd/states/06/06079.html. Accessed: May 2014.
U.S. Environmental Protection Agency (USEPA). 2005. Revision to the Guideline on Air Quality
Models: Adoption of a Preferred General Purpose (Flat and Complex Terrain) Dispersion
Model and Other Revisions; Final Rule, November 2005. Online and available at:
http://www.epa.gov/ttn/scram/guidance/guide/appw_05.pdf. Accessed May 2012.
U.S. Environmental Protection Agency (USEPA). 1989. Risk Assessment Guidance for Superfund
(RAGS), Vol. I, Human Health Evaluation Manual, Part A, Interim Final. Office of
Emergency and Remedial Response. EPA/540/1-89/002.
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3
%
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0
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.
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8
%
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0
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2
5
%
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0
0
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2
5
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2
5
%
0
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9
0
%
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1
.
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%
6
.
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5
%
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1
.
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7
%
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0
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1
4
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0
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6
9
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6
7
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0
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4
2
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0
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4
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4
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3
9
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5
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3
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0
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0
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7
9
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7
9
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7
8
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6
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7
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7
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7
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0
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.
9
8
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8.
0
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7
8
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.
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5
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.
6
7
%
0
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0
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8
7
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0
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0
9
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0
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.
6
7
%
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5
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7
9
%
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4
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9
4
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0
0
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4
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2
1
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4.
2
2
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0
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9
4
%
5
.
9
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.
6
7
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5
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9
%
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8
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4.
5
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4
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5
6
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5
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2
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4
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5
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8
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2
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0
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9
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%
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12
6
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1
8
%
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0
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1
9
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1
6
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8
6
%
3
.
9
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6
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0
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0
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0
8
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2
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6
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14
7
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1
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0
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7
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0
9
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7
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3
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6
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4
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15
7
.
2
7
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0
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2
8
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2
6
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9
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7
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5
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3
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7
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8
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4
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8
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8
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8
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4
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9
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8
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8
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5
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6
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9
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4
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6
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3
9
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0
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9
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3
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3
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5
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7
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4
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9
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9
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9
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0
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6
7
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TO
T
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L
1
0
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0
0
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10
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0
0
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0
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0
0
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0
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0
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0
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0
0
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0
0
.
0
0
%
0 100.00%
Ho
u
r
of
Da
y
Ta
b
l
e
4 Ͳ
An
n
u
a
l
Em
i
s
s
i
o
n
Ra
t
e
s
Re
g
i
o
n
C
a
l
Y
r
S
e
a
s
o
n
V
e
h
_
C
l
a
s
s
F
u
e
l
M
d
l
Y
r
Sp
e
e
d
(m
i
l
e
s
/
h
r
)
VM
T
(m
i
l
e
s
/
d
a
y
)
TO
G
_
R
U
N
E
X
(g
m
s
/
m
i
l
e
)
PM
1
0
_
R
U
N
E
X
(g
m
s
/
m
i
l
e
)
Ve
h
_
C
l
a
s
s
F
u
e
l
Su
m
of VMT for
45
,
5
5
,
6
5
MPH Fleet Mix
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
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A
D
S
L
A
g
g
r
e
g
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t
e
d
4
5
2
8
3
9
.
2
9
6
1
4
0.
0
3
4
6
8
3
5
0
.
0
2
1
7
9
9
0
7
LD
A
D
S
L
9
9
1
5
.
4
7
4
2
3
4 0.350%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
D
T
1
D
S
L
A
g
g
r
e
g
a
t
e
d
4
5
7
1
.
3
7
8
9
3
7
1
0.
0
6
2
0
4
1
4
9
4
0.
0
4
5
7
7
7
2
1
7
LD
T
1
D
S
L
2
4
9
.
2
7
1
6
4
3
7
0
.
0
0
9
%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
D
T
2
D
S
L
A
g
g
r
e
g
a
t
e
d
4
5
7
6
.
0
1
0
9
7
7
5
0
.
0
4
2
2
2
7
5
1
8
0.
0
2
9
3
2
2
4
1
9
LD
T
2
D
S
L
2
6
5
.
4
4
7
7
6
9
7
0
.
0
0
9
%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
H
D
1
D
S
L
A
g
g
r
e
g
a
t
e
d
4
5
9
8
4
1
.
4
0
0
9
5
0
.
1
4
5
9
1
3
7
4
1
0.
0
2
8
3
4
4
1
9
6
LH
D
1
D
S
L
3
2
7
2
5
.
8
0
8
6
2 1.154%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
H
D
2
D
S
L
A
g
g
r
e
g
a
t
e
d
4
5
2
3
4
8
.
3
3
7
0
4
0.
1
3
3
6
0
8
1
6
8
0.
0
2
6
5
1
1
1
7
3
LH
D
2
D
S
L
7
8
0
8
.
9
7
2
0
5
2 0.275%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
M
D
V
D
S
L
A
g
g
r
e
g
a
t
e
d
4
5
1
3
0
.
4
2
2
3
0
1
0.
0
3
1
0
5
9
2
4
1
0.
0
2
2
1
2
6
3
3
1
MD
V
D
S
L
4
5
5
.
4
6
4
6
3
0
5 0.016%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
T
6
D
S
L
A
g
g
r
e
g
a
t
e
d
4
5
1
0
1
3
8
.
3
7
1
9
0.
1
3
0
9
0
5
1
6
8
0.
0
9
2
7
7
3
3
4
6
T6
D
S
L
2
9
9
0
9
.
9
7
1
0
5 1.054%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
T
7
D
S
L
A
g
g
r
e
g
a
t
e
d
4
5
2
6
2
1
4
.
8
4
1
8
0.
2
0
3
2
6
6
7
7
2
0.
0
8
2
2
3
3
3
7
5
T7
D
S
L
6
5
0
0
7
.
2
8
1
4
8 2.292%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
D
A
G
A
S
A
g
g
r
e
g
a
t
e
d
4
5
4
0
2
0
1
9
.
7
1
4
0.
0
4
6
1
6
5
7
1
0.
0
0
1
5
0
0
9
0
7
LD
A
G
A
S
1
4
0
3
9
4
5
.
1
4
1 49.491%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
D
T
1
G
A
S
A
g
g
r
e
g
a
t
e
d
4
5
3
7
5
2
3
.
6
7
7
5
0
.
1
3
3
0
3
4
6
7
7
0.
0
0
2
8
0
1
1
3
1
LD
T
1
G
A
S
1
3
1
0
4
1
.
3
0
0
3
4
.
6
1
9
%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
D
T
2
G
A
S
A
g
g
r
e
g
a
t
e
d
4
5
1
9
0
7
9
1
.
5
2
7
0.
0
6
5
9
8
1
9
3
6
0.
0
0
1
8
0
7
9
6
1
LD
T
2
G
A
S
6
6
6
2
8
7
.
8
2
3
6
2
3
.
4
8
7
%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
H
D
1
G
A
S
A
g
g
r
e
g
a
t
e
d
4
5
5
1
6
4
.
7
6
0
3
8
0.
0
7
9
4
5
3
6
5
0
.
0
0
1
1
0
7
9
3
9
LH
D
1
G
A
S
1
5
6
5
3
.
9
2
5
3
8 0.552%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
H
D
2
G
A
S
A
g
g
r
e
g
a
t
e
d
4
5
3
3
5
.
8
9
7
7
7
1
0.
0
4
8
1
7
7
9
2
5
0.
0
0
0
8
2
9
7
3
4
LH
D
2
G
A
S
1
0
1
8
.
0
7
5
9
9
9 0.036%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
M
D
V
G
A
S
A
g
g
r
e
g
a
t
e
d
4
5
1
3
3
6
9
9
.
1
6
8
0.
0
9
5
0
1
3
1
1
1
0.
0
0
1
8
6
6
3
5
9
MD
V
G
A
S
4
6
6
9
0
8
.
1
7
7
9 16.459%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
T
6
G
A
S
A
g
g
r
e
g
a
t
e
d
4
5
2
0
6
3
.
6
3
7
4
5
0
.
1
6
1
7
0
3
8
1
3
0.
0
0
0
8
9
8
1
7
8
T6
G
A
S
5
1
6
4
.
0
1
9
8
3
2 0.182%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
T
7
G
A
S
A
g
g
r
e
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t
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d
4
5
1
5
6
.
2
3
5
7
1
5
1
.
2
5
3
6
5
1
7
2
4
0.
0
0
1
2
2
1
6
4
3
T7
G
A
S
4
2
7
.
9
3
4
5
6
8 0.015%
Sa
n
Lu
i
s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
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A
D
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A
g
g
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5
5
3
6
3
7
.
6
2
5
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8
0.
0
3
1
8
4
3
6
5
2
0.
0
1
9
8
9
5
5
0
1
LD
T
D
S
L
5
1
4
.
7
1
9
4
1
3
4 0.018%
Sa
n
Lu
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s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
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T
1
D
S
L
A
g
g
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t
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d
5
5
9
1
.
4
4
8
6
6
4
3
0
.
0
5
5
8
1
4
4
4
7
0.
0
4
0
7
8
6
4
1
1
LD
T
G
A
S
7
9
7
3
2
9
.
1
2
3
9 28.107%
Sa
n
Lu
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s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
L
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T
2
D
S
L
A
g
g
r
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d
5
5
9
7
.
3
8
3
0
8
3
2
0.
0
3
8
5
0
6
2
5
7
0.
0
2
6
3
9
0
8
1
5
To
t
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l
2
8
3
6
7
8
4
.
0
9
Sa
n
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s
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i
s
p
o
2
0
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6
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n
n
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l
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D
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8
4
.
4
0
7
7
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1
2
7
8
7
0
2
0
.
0
2
4
8
3
9
1
8
3
Sa
n
Lu
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s
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i
s
p
o
2
0
1
6
A
n
n
u
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l
L
H
D
2
D
S
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A
g
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t
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d
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5
5
4
6
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6
3
5
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2
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1
1
7
0
8
6
3
3
3
0.
0
2
3
2
3
2
8
3
1
Sa
n
Lu
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s
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i
s
p
o
2
0
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6
A
n
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0
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3
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0
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9
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9
4
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0
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6
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4
Sa
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o
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6
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5
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6
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4
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1
1
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9
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8
1
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1
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7
4
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8
1
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6
Sa
n
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s
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s
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o
2
0
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6
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l
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7
D
S
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g
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d
5
5
3
3
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5
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3
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2
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1
7
3
6
4
7
9
0
5
0.
1
0
3
4
5
0
9
7
9
Sa
n
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s
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s
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o
2
0
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6
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n
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5
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6
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1
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4
0.
0
4
6
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4
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3
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0
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4
8
2
0
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6
Sa
n
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s
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s
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o
2
0
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6
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n
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1
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0
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7
6
4
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7
5
Sa
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s
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o
2
0
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6
A
n
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l
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T
2
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t
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d
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5
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4
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6
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0
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7
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8
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0
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6
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Sa
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o
2
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6
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1
6
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0
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4
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0
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1
Sa
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s
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2
0
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6
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2
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0
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0
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3
Sa
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o
2
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6
A
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Sa
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6
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7
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0
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0
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3
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6
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5
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6
D
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1
6
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1
6
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7
D
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6
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0
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7
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2
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1
6
2
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4
4
0.
0
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3
3
0
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6
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2
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6
A
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T
2
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9
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6
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2
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0
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6
4
6
3
3
0
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0
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7
8
8
Sa
n
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s
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s
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o
2
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1
6
A
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5
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6
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7
.
4
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2
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1
1
1
3
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1
4
4
0.
0
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2
1
8
2
2
4
5
Sa
n
Lu
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s
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s
p
o
2
0
1
6
A
n
n
u
a
l
T
6
G
A
S
A
g
g
r
e
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t
e
d
6
5
4
7
3
.
6
5
1
9
2
8
0.
1
3
3
0
3
7
2
2
0.
0
0
0
7
3
7
5
7
5
Sa
n
Lu
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s
Ob
i
s
p
o
2
0
1
6
A
n
n
u
a
l
T
7
G
A
S
A
g
g
r
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g
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t
e
d
6
5
3
1
.
7
4
1
6
8
1
3
1
.
0
2
7
3
7
1
4
6
3
0.
0
0
1
0
0
3
2
0
2
Ta
b
l
e
5 Ͳ
Ve
h
i
c
l
e
Cl
a
s
s
Sc
a
l
i
n
g
Fa
c
t
o
r
s
Ve
h
i
c
l
e
Cl
a
s
s
Sc
a
l
i
n
g
Fa
c
t
o
r
s
Ͳ
Sa
n
Lu
i
s
Ob
i
s
p
o
Co
u
n
t
y
in
20
1
6
Al
l
Ve
h
i
c
l
e
s
LD
A
Ͳ CA
T
L
D
A
Ͳ DS
L
L
D
T
Ͳ CA
T
L
D
T
Ͳ DS
L
M
D
V
Ͳ CA
T
M
D
V
Ͳ DS
L
L
H
D
T
1
Ͳ CA
T
L
H
D
T
1
Ͳ DS
L
L
H
D
T
2
Ͳ CA
T
L
H
D
T
2
Ͳ DS
L
M
H
D
T
Ͳ CA
T
M
H
D
T
Ͳ DSL HHDT Ͳ CAT HHDT Ͳ DSL TOTAL
(%
Da
i
l
y
)
49
.
4
9
%
0
.
3
5
%
2
8
.
1
1
%
0
.
0
2
%
1
6
.
4
6
%
0
.
0
2
%
0
.
5
5
%
1
.
1
5
%
0
.
0
4
%
0
.
2
8
%
0
.
1
8
%
1
.
0
5
%
0
.
0
2
%
2
.
2
9
%
1
0
0
.
0
0
%
Ga
s
o
l
i
n
e
Ve
h
i
c
l
e
s
LD
A
Ͳ CA
T
L
D
T
Ͳ CA
T
M
D
V
Ͳ CA
T
L
H
D
T
1
Ͳ CA
T
L
H
D
T
2
Ͳ CA
T
M
H
D
T
Ͳ CA
T
H
H
D
T
Ͳ CA
T
T
O
T
A
L
(%
Da
i
l
y
)
49
.
4
9
%
2
8
.
1
1
%
1
6
.
4
6
%
0
.
5
5
%
0
.
0
4
%
0
.
1
8
%
0
.
0
2
%
9
4
.
8
4
%
Di
e
s
e
l
Ve
h
i
c
l
e
s
LD
A
Ͳ DS
L
L
D
T
Ͳ DS
L
M
D
V
Ͳ DS
L
L
H
D
T
1
Ͳ DS
L
L
H
D
T
2
Ͳ DS
L
M
H
D
T
Ͳ DS
L
H
H
D
T
Ͳ DS
L
T
O
T
A
L
(%
Da
i
l
y
)
0.
3
5
%
0
.
0
2
%
0
.
0
2
%
1
.
1
5
%
0
.
2
8
%
1
.
0
5
%
2
.
2
9
%
5
.
1
6
%
Ta
b
l
e
6:
Ho
u
r
l
y
Tr
a
f
f
i
c
Pr
o
f
i
l
e
LD
A
L
D
T
M
D
T
L
H
D
T
1
L
H
D
T
2
M
H
D
T
H
H
D
T
L
D
A
L
D
T
M
D
T
L
H
D
T
1
L
H
D
T
2
M
H
D
T
H
H
D
T
0 3
1
0
1
7
2
1
0
6
2
0
0
0
0
0
0
4
0
1
1
1
1
2
2
8
4
1
9
8
5
7
3
3
1
0
0
0
0
0
0
5
9
1
3
1
3
1
7
1
0
2
2
7
3
4
1
2
4
1
9
1
1
0
0
0
0
7
8
1
9
1
9
0
1
1
6
3
4
1
2
5
1
6
2
0
0
0
0
0
0
1
1
3
3
0
1
7
4 1
2
2
6
5
4
1
4
0
0
0
0
0
0
2
4
5
5
0
3
4
5 2
2
8
1
3
1
7
3
9
0
0
6
0
0
0
0
0
0
1
7
1
7
6
1
0
9
3
6
1
3
3
5
9
4
0
00
8
0
0
0
0
0
3
3
4
1
7
2
3
1
7
1
3
1
6
7
7
5
9
1
1
0
1
6
0
0
1
3
3
3
1
1
4
6
8
2
0
4
8
1
1
6
9
6
8
5
3
0
3
3
1
7
1
6
0
0
4
3
1
1
1
1
4
4
1
2
5
9
1
2
2
4
6
9
5
4
0
8
2
2
1
1
1
7
8
0
0
4
0
1
1
1
1
6
1
1
3
1
10
1
3
3
0
7
5
2
4
4
0
2
4
1
16
8
0
0
3
8
8
8
4
4
1
0
6
11
1
6
8
9
9
6
5
5
6
3
2
0
1
1
1
1
8
0
0
4
0
8
8
5
5
1
1
9
12
1
7
9
5
1
0
2
2
5
9
5
1
6
1
1
6
1
6
0
0
2
7
5
5
5
0
1
0
3
13
1
7
5
4
9
9
7
5
8
7
2
0
1
1
6
1
6
0
0
3
0
8
8
4
4
1
0
6
14
2
0
6
4
1
1
6
9
6
8
5
1
5
1
1
6
1
6
0
0
1
9
5
5
4
4
8
9
15
2
1
1
3
1
2
0
2
7
0
1
2
2
1
1
6
1
6
0
0
2
1
5
5
2
8
7
5
16
2
1
5
4
1
2
1
8
7
1
7
4
7
4
4
6
1
6
0
0
2
1
5
5
5
0
9
7
17
2
4
2
3
1
3
7
4
8
0
7
2
2
1
1
1
1
1
6
0
0
4
6
1
1
1
1
1
7
1
0
1
18
1
6
9
7
9
6
5
5
6
3
9
1
16
8
0
0
3
2
8
8
6
6
2
19
1
2
8
1
7
3
6
4
2
4
7
0
06
8
0
0
1
1
3
3
0
2
5
2 0
9
6
3
5
4
8
3
1
8
3
0
0
0
8
0
0
2
7
5
5
1
7
6
2
2 1
9
6
3
5
4
8
3
1
8
3
0
0
0
8
0
0
1
9
5
5
3
9
7
6
2 2
7
1
8
4
0
9
2
3
6
4
0
0
0
8
0
0
2
7
5
5
2
2
6
7
2 3
5
5
5
3
1
1
1
8
8
6
0
0
0
0
0
0
1
1
3
3
0
1
7
To
t
a
l
2
9
0
5
3
1
6
5
0
0
9
6
6
2
3
2
0
1
8
1
8
1
1
0
2
0
0
0
0
6
7
7
1
6
0
1
6
0
6
2
1
1
8
1
8
An
n
u
a
l
Av
e
r
a
g
e
Da
i
l
y
To
t
a
l
=58
7
0
0
*
2
0
1
(0
.
3
%
)
lo
s
t
du
e
to
in
t
e
r
m
e
d
i
a
t
e
ca
l
c
u
l
a
t
i
o
n
s
an
d
fi
n
a
l
ro
u
n
d
i
n
g
57499*
LD
A
=Li
g
h
t
Ͳ Du
t
y
Au
t
o
L
H
D
T
1
=Li
g
h
t
Ͳ He
a
v
y
Ͳ Du
t
y
Tr
u
c
k
(8
5
0
1
Ͳ 10
0
0
0
lb
s
)
M
H
D
T
=Me
d
i
u
m
Ͳ He
a
v
y
Ͳ Du
t
y
Truck
LD
T
=Li
g
h
t
Ͳ Du
t
y
Tr
u
c
k
L
H
D
T
2
=Li
g
h
t
Ͳ He
a
v
y
Ͳ Du
t
y
Tr
u
c
k
(1
0
0
0
1
Ͳ 14
0
0
0
lb
s
)
HH
D
T
=He
a
v
y
Ͳ He
a
v
y
Ͳ Du
t
y
Tr
u
c
k
MD
V
=Me
d
i
u
m
Ͳ Du
t
y
Tr
u
c
k
Tr
a
f
f
i
c
pr
o
f
i
l
e
de
r
i
v
e
d
fr
o
m
Ca
l
t
r
a
n
s
da
i
l
y
tr
a
f
f
i
c
da
t
a
an
d
ho
u
r
l
y
VM
T
es
t
i
m
a
t
i
o
n
s
fr
o
m
th
e
Ca
l
i
f
o
n
i
a
AR
B
BU
R
D
E
N
mo
b
i
l
e
so
u
r
c
e
em
i
s
s
i
o
n
mo
d
e
l
Ga
s
o
l
i
n
e
(v
e
h
i
c
l
e
s
/
h
o
u
r
)
Ho
u
r
Di
e
s
e
l
(v
e
h
i
c
l
e
s
/
h
o
u
r
)
Total GRAND TOTAL
Ta
b
l
e
7:
DP
M
Em
i
s
s
i
o
n
Pa
r
a
m
e
t
e
r
s
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Mi
d
n
i
g
h
t
to
6a
m
6
5
0
.
0
2
0
6
0
7
5
6
2
6
5
0
.
0
4
0
3
5
7
3
8
7
6
5
0
.
0
2
1
4
1
4
4
9
5
7a
m
to
10
a
m
5
5
0
.
0
1
9
8
9
5
5
0
1
5
5
0
.
0
4
0
7
8
6
4
1
1
5
5
0
.
0
2
0
3
6
3
5
8
4
11
a
m
to
3p
m
65
0
.
0
2
0
6
0
7
5
6
2
6
5
0
.
0
4
0
3
5
7
3
8
7
6
5
0
.
0
2
1
4
1
4
4
9
5
4p
m
to
7p
m
5
5
0
.
0
1
9
8
9
5
5
0
1
5
5
0
.
0
4
0
7
8
6
4
1
1
5
5
0
.
0
2
0
3
6
3
5
8
4
8p
m
to
Mi
d
n
i
g
h
t
6
5
0
.
0
2
0
6
0
7
5
6
2
6
5
0
.
0
4
0
3
5
7
3
8
7
6
5
0
.
0
2
1
4
1
4
4
9
5
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Vehicle Speeds (miles/hr)Emissions Factors (gms/mile)
Mi
d
n
i
g
h
t
to
6a
m
5
5
0
.
0
2
4
8
3
9
1
8
3
5
5
0
.
0
2
3
2
3
2
8
3
1
5
5
0
.
1
1
7
4
8
8
1
8
6
5
5
0
.
1
0
3
4
5
0
9
7
9
7a
m
to
10
a
m
4
5
0.
0
2
8
3
4
4
1
9
6
4
5
0
.
0
2
6
5
1
1
1
7
3
4
5
0
.
0
9
2
7
7
3
3
4
6
4
5
0
.
0
8
2
2
3
3
3
7
5
11
a
m
to
3p
m
55
0
.
0
2
4
8
3
9
1
8
3
5
5
0
.
0
2
3
2
3
2
8
3
1
5
5
0
.
1
1
7
4
8
8
1
8
6
5
5
0
.
1
0
3
4
5
0
9
7
9
4p
m
to
7p
m
4
5
0
.
0
2
8
3
4
4
1
9
6
4
5
0
.
0
2
6
5
1
1
1
7
3
4
5
0
.
0
9
2
7
7
3
3
4
6
4
5
0
.
0
8
2
2
3
3
3
7
5
8p
m
to
Mi
d
n
i
g
h
t
5
5
0
.
0
2
4
8
3
9
1
8
3
5
5
0
.
0
2
3
2
3
2
8
3
1
5
5
0
.
1
1
7
4
8
8
1
8
6
5
5
0
.
1
0
3
4
5
0
9
7
9
HHDT
Ve
h
i
c
l
e
Cl
a
s
s
Ve
h
i
c
l
e
Cl
a
s
s
Ti
m
e
of
Da
y
Ti
m
e
of
Da
y
LD
A
L
D
T
M
D
T
LH
D
T
1
L
H
D
T
2
M
H
D
T
Ta
b
l
e
8:
TO
G
Em
i
s
s
i
o
n
Pa
r
a
m
e
t
e
r
s
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Mi
d
n
i
g
h
t
to
6a
m
6
5
0
.
0
5
6
2
2
2
3
6
1
6
5
0
.
1
6
2
7
4
4
6
5
0
.
1
1
1
3
2
9
1
4
4
7a
m
to
10
a
m
5
5
0
.
0
4
6
2
4
0
7
4
3
5
5
0
.
1
3
4
1
1
0
4
3
1
5
5
0
.
0
9
3
2
9
7
0
4
9
11
a
m
to
3p
m
65
0
.
0
5
6
2
2
2
3
6
1
6
5
0
.
1
6
2
7
4
4
6
5
0
.
1
1
1
3
2
9
1
4
4
4p
m
to
7p
m
5
5
0
.
0
4
6
2
4
0
7
4
3
5
5
0
.
1
3
4
1
1
0
4
3
1
5
5
0
.
0
9
3
2
9
7
0
4
9
8p
m
to
Mi
d
n
i
g
h
t
6
5
0
.
0
5
6
2
2
2
3
6
1
6
5
0
.
1
6
2
7
4
4
6
5
0
.
1
1
1
3
2
9
1
4
4
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Sp
e
e
d
s
(m
i
l
e
s
/
h
r
)
Em
i
s
s
i
o
n
s
Fa
c
t
o
r
s
(g
m
s
/
m
i
l
e
)
Ve
h
i
c
l
e
Speeds (miles/hr)Emissions Factors (gms/mile)
Mi
d
n
i
g
h
t
to
6a
m
5
5
0
.
0
6
5
8
4
6
6
1
4
5
5
0
.
0
4
0
2
4
1
0
9
5
5
0
.
1
3
4
8
2
1
3
6
9
5
5
1
.
0
4
8
1
7
6
1
7
3
7a
m
to
10
a
m
4
5
0
.
0
7
9
4
5
3
6
5
4
5
0.
0
4
8
1
7
7
9
2
5
4
5
0
.
1
6
1
7
0
3
8
1
3
4
5
1
.
2
5
3
6
5
1
7
2
4
11
a
m
to
3p
m
55
0
.
0
6
5
8
4
6
6
1
4
5
5
0
.
0
4
0
2
4
1
0
9
5
5
0
.
1
3
4
8
2
1
3
6
9
5
5
1
.
0
4
8
1
7
6
1
7
3
4p
m
to
7p
m
4
5
0
.
0
7
9
4
5
3
6
5
4
5
0
.
0
4
8
1
7
7
9
2
5
4
5
0
.
1
6
1
7
0
3
8
1
3
4
5
1
.
2
5
3
6
5
1
7
2
4
8p
m
to
Mi
d
n
i
g
h
t
5
5
0
.
0
6
5
8
4
6
6
1
4
5
5
0
.
0
4
0
2
4
1
0
9
5
5
0
.
1
3
4
8
2
1
3
6
9
5
5
1
.
0
4
8
1
7
6
1
7
3
HHDT
Ve
h
i
c
l
e
Cl
a
s
s
Ve
h
i
c
l
e
Cl
a
s
s
Ti
m
e
of
Da
y
Ti
m
e
of
Da
y
LD
A
L
D
T
M
D
T
LH
D
T
1
L
H
D
T
2
M
H
D
T
Table9:DPMEmissionsRateandVariableEmissionsCoefficientsEstimationofHourlyTrafficandDPMEmissionsfromDieselVehiclesUS101FreewaySegmentLength0.725 milesVehicleSpeeds(miles/hr)Time LDA,LDT,MDT LDHT,MHDT,HHDTMidnightto6am 65 557amto10am 55 4511amto3pm65 554pmto7pm 55 45
8pmtoMidnight 65 55
EmissionsFactors(gms/mile)
65mph 55mph
LDA 0.020607562 0.019895501
LDT 0.040357387 0.040786411
MDT 0.021414495 0.020363584
55mph 45mph
LHDT1 0.024839183 0.028344196
LHDT2 0.023232831 0.026511173
MHDT 0.117488186 0.092773346
HHDT 0.103450979 0.082233375
HourlyEmissionRate
LDAͲDSL LDTͲDSL MDVͲDSL LHD1ͲDSL LHD2ͲDSL MHDTͲDSL HHDTͲDSL TOTAL NormalizedtoMaxHourly
Hour (grams/sec) (grams/sec) (grams/sec) (grams/sec) (grams/sec) (grams/sec) (grams/sec) (grams/sec) (unitlesscoefficient)
0 0 0 0 0.000200093 5.14672EͲ05 0.000260269 0.000458345 0.000970175 0.604140979
1 0 0 0 0.000295138 6.08248EͲ05 0.000307591 0.000354176 0.001017729 0.633753673
2 0 0 0 0.000390182 8.88978EͲ05 0.000449555 0 0.000928636 0.578273854
3 0 0 0 5.50257EͲ05 1.40365EͲ05 7.09824EͲ05 0 0.000140045 0.087207685
4 0 0 0 0.000120056 2.33942EͲ05 0.000118304 0 0.000261754 0.162997932
5 0 0 0 0 0 0 0.000354176 0.000354176 0.220550124
6 3.32011EͲ05 0 0 0 0 0 0.000687518 0.000720719 0.448801467
7 6.41077EͲ05 0 0 7.42067EͲ05 1.60172EͲ05 5.60506EͲ05 0.00018217 0.000392552 0.244447366
8 6.41077EͲ05 0 0 0.000245453 5.87296EͲ05 0.000205519 0.000728679 0.001302488 0.811076852
9 3.20539EͲ05 0 0 0.000228328 5.87296EͲ05 0.000205519 0.001010214 0.001534845 0.955768451
10 3.20539EͲ05 0 0 0.000216912 4.27124EͲ05 0.000149468 0.000728679 0.001169825 0.728466047
11 3.32011EͲ05 0 0 0.000200093 3.74307EͲ05 0.000189287 0.001145863 0.001605875 1
12 6.64021EͲ05 0 0 0.000135063 2.33942EͲ05 0.000118304 0.001041694 0.001384857 0.862369343
13 6.64021EͲ05 0 0 0.00015007 3.74307EͲ05 0.000189287 0.000916691 0.00135988 0.846815634
14 6.64021EͲ05 0 0 9.50444EͲ05 2.33942EͲ05 0.000118304 0.000916691 0.001219835 0.759607949
15 6.64021EͲ05 0 0 0.000105049 2.33942EͲ05 0.000118304 0.000583349 0.000896498 0.558261405
16 6.41077EͲ05 0 0 0.000119872 2.66953EͲ05 9.34176EͲ05 0.000828044 0.001132137 0.704997193
17 6.41077EͲ05 0 0 0.000262577 5.87296EͲ05 0.000205519 0.000281535 0.000872469 0.543297997
18 3.20539EͲ05 0 0 0.000182663 4.27124EͲ05 0.000149468 9.93653EͲ05 0.000506262 0.315256427
19 3.20539EͲ05 0 0 6.27903EͲ05 1.60172EͲ05 5.60506EͲ05 0 0.000166912 0.103938267
20 3.32011EͲ05 0 0 0.000135063 2.33942EͲ05 0.000118304 0.000354176 0.000664138 0.413567877
21 3.32011EͲ05 0 0 9.50444EͲ05 2.33942EͲ05 0.000118304 0.000812521 0.001082465 0.67406551
22 3.32011EͲ05 0 0 0.000135063 2.33942EͲ05 0.000118304 0.000458345 0.000768308 0.47843556
23 0 0 0 5.50257EͲ05 1.40365EͲ05 7.09824EͲ05 0 0.000140045 0.087207685
MaxHourly 0.001605875
Northbound 0.000802937
Southbound 0.000802937
Table10:TOGEmissionsRateandVariableEmissionsCoefficientsEstimationofHourlyTrafficandTOGEmissionsfromGasVehiclesUS101FreewaySegmentLength0.725 milesVehicleSpeeds(miles/hr)Time LDA,LDT,MDT LDHT,MHDT,HHDTMidnightto6am 65 557amto10am 55 4511amto3pm65 554pmto7pm 55 45
8pmtoMidnight 65 55
EmissionsFactors(gms/mile)
65mph 55mph
LDA 0.056222361 0.046240743
LDT 0.162744 0.134110431
MDT 0.111329144 0.093297049
55mph 45mph
LHDT1 0.065846614 0.07945365
LHDT2 0.04024109 0.048177925
MHDT 0.134821369 0.161703813
HHDT 1.048176173 1.253651724
HourlyEmissionRate
LDAͲDSL LDTͲDSL MDVͲDSL LHD1ͲDSL LHD2ͲDSL MHDTͲDSL HHDTͲDSL TOTAL NormalizedtoMaxHourly
Hour (grams/sec) (grams/sec) (grams/sec) (grams/sec) (grams/sec) (grams/sec) (grams/sec) (grams/sec) (unitlesscoefficient)
0 0.003509993 0.005637271 0.002376568 2.65216EͲ05 0000.011550354 0.14325098
1 0.001109611 0.001868166 0.000739875 1.32608EͲ05 0 0 0 0.003730912 0.046271897
2 0.000826547 0.001343768 0.000538091 0.000251955 8.10411EͲ06 2.71515EͲ05 0 0.002995616 0.037152537
3 0.000464225 0.000819371 0.000358727 2.65216EͲ05 0 0 0 0.001668845 0.020697514
4 0.001381352 0.002130364 0.000919239 5.30431EͲ05 0 0 0 0.004483998 0.055611897
5 0.002581543 0.004293503 0.001636693 0.000119347 0 0 0.001266546 0.009897633 0.122753431
6 0.012375557 0.020090973 0.008048942 5.30431EͲ05 0 0 0 0.040568515 0.503142978
7 0.021576766 0.03554299 0.014561467 0.00014401 9.7025EͲ06 3.25654EͲ05 0 0.071867499 0.891322429
8 0.019071738 0.031572762 0.012870457 0.000480032 2.91075EͲ05 9.76961EͲ05 0.004292016 0.068413809 0.848488721
9 0.011398343 0.018770804 0.007665908 0.000352024 9.7025EͲ06 3.25654EͲ05 0.004292016 0.042521362 0.527362774
10 0.012385455 0.02031028 0.008267155 0.000384026 9.7025EͲ06 3.25654EͲ05 0.001514829 0.042904012 0.53210852
11 0.019123802 0.031627714 0.012622715 0.000265216 8.10411EͲ06 2.71515EͲ05 0.002322001 0.065996703 0.818511047
12 0.020323993 0.03349588 0.013340169 0.000212172 8.10411EͲ06 2.71515EͲ05 0.001266546 0.068674016 0.85171589
13 0.019859768 0.032676509 0.013160806 0.000265216 8.10411EͲ06 2.71515EͲ05 0.001266546 0.0672641 0.834229683
14 0.023369761 0.03831378 0.01535801 0.000198912 8.10411EͲ06 2.71515EͲ05 0.001266546 0.078542265 0.974104892
15 0.023924567 0.03939535 0.015716737 0.000291737 8.10411EͲ06 2.71515EͲ05 0.001266546 0.080630193 1
16 0.020058849 0.032896171 0.013471705 0.000752051 3.881EͲ05 0.000130261 0.001514829 0.068862677 0.854055713
17 0.022563877 0.037109474 0.015162714 0.000352024 9.7025EͲ06 3.25654EͲ05 0.002777187 0.078007543 0.967473113
18 0.015803095 0.026063058 0.010578201 0.00014401 9.7025EͲ06 3.25654EͲ05 0.001514829 0.054145461 0.67152836
19 0.011929148 0.019878146 0.007966531 0.000112008 0 0 0.001514829 0.041400663 0.51346352
20 0.010903624 0.017960609 0.007129704 3.97823EͲ05 0 0 0 0.036033719 0.446901066
21 0.010903624 0.017960609 0.007129704 3.97823EͲ05 0 0 0 0.036033719 0.446901066
22 0.008129597 0.013404907 0.005291227 5.30431EͲ05 0 0 0 0.026878774 0.333358672
23 0.00628402 0.010192973 0.004215045 7.95647EͲ05 0 0 0 0.020771603 0.257615694
MaxHourly 0.080630193
Northbound 0.040315096
Southbound 0.040315096
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* +.3- 4 (,+( 24-+..+-++32 /01
* +44- 3 (,+( 24-+..+-++3,/01
* +3.-+* (,+( 24-+..+-++*+/01
* +* -,2 (,+( 24-+..+-++* /01
* +2 -2, (,+( 24-+..+-++* /01
* +,+-2+ (,+( 24-+..+-++*(/01
* +,,-* (,+( 24-+..+-++*./01
* +2-3 (,+( 24-+..+-++*4 /01
* +,, -*, (,+( ,(- ..+-++*3 /01
* ++ -*+ (,+( ,(- ..+-++**/01
* + +-3 (,+( ,(- ..+-++*2 /01
* + ,-4 (,+( ,(- ..+-++*,/01
* + 2-.( (,+( ,(- ..+-++2+/01
* +(*-(. (,+( ,(- ..+-++2 /01
* +.3- 4 (,+( ,(- ..+-++2 /01
* +44- 3 (,+( ,(- ..+-++2(/01
* +3.-+* (,+( ,(- ..+-++2./01
* +* -,2 (,+( ,(- ..+-++24 /01
* +2 -2, (,+( ,(- ..+-++23 /01
* +,+-2+ (,+( ,(- ..+-++2*/01
* +,,-* (,+( ,(- ..+-++22 /01
* +,2(-22 (,+((+ -...+-++2,/01
* +,, -*, (,+((+ -...+-++,+/01
* ++ -*+ (,+((+ -...+-++, /01
* + +-3 (,+((+ -...+-++, /01
* + ,-4 (,+((+ -...+-++,(/01
* + 2-.( (,+((+ -...+-++,./01
* +(*-(. (,+((+ -...+-++,4 /01
* +.3- 4 (,+((+ -...+-++,3 /01
45 5 + . (1 %)$6
"7'
8
9
:!
0;' ;1 %)$6
;0
< =&
;0
< =&
;0
< =&
-
!
* +44- 3 (,+((+ -...+-++,*/01
* +3.-+* (,+((+ -...+-++,2 /01
* +* -,2 (,+((+ -...+-++,,/01
* +2 -2, (,+((+ -...+-++ ++/01
* +,33-+3 (,+((+,-3..+-++ + /01
* +,*.-,* (,+((+,-3..+-++ + /01
* +,2(-22 (,+((+,-3..+-++ +(/01
* +,, -*, (,+((+,-3..+-++ +./01
* ++ -*+ (,+((+,-3..+-++ +4 /01
* + +-3 (,+((+,-3..+-++ +3 /01
* + ,-4 (,+((+,-3..+-++ +*/01
* + 2-.( (,+((+,-3..+-++ +2 /01
* +(*-(. (,+((+,-3..+-++ +,/01
* +.3- 4 (,+((+,-3..+-++ +/01
* +44- 3 (,+((+,-3..+-++ /01
* +3.-+* (,+((+,-3..+-++ /01
* +* -,2 (,+((+,-3..+-++ (/01
* +,33-+3 (,+(( *-2..+-++ ./01
* +,*.-,* (,+(( *-2..+-++ 4 /01
* +,2(-22 (,+(( *-2..+-++ 3 /01
* +,, -*, (,+(( *-2..+-++ */01
* ++ -*+ (,+(( *-2..+-++ 2 /01
* + +-3 (,+(( *-2..+-++ ,/01
* + ,-4 (,+(( *-2..+-++ +/01
* + 2-.( (,+(( *-2..+-++ /01
* +(*-(. (,+(( *-2..+-++ /01
* +.3- 4 (,+(( *-2..+-++ (/01
* +44- 3 (,+(( *-2..+-++ ./01
* +3.-+* (,+(( *-2..+-++ 4 /01
* +,33-+3 (,+(( 3-+..+-++ 3 /01
* +,*.-,* (,+(( 3-+..+-++ */01
* +,2(-22 (,+(( 3-+..+-++ 2 /01
* +,, -*, (,+(( 3-+..+-++ ,/01
* ++ -*+ (,+(( 3-+..+-++ (+/01
* + +-3 (,+(( 3-+..+-++ ( /01
* + ,-4 (,+(( 3-+..+-++ ( /01
* + 2-.( (,+(( 3-+..+-++ ((/01
* +(*-(. (,+(( 3-+..+-++ (./01
45 5 + . .1 %)$6
"7'
8
9
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;0
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-
!
* +.3- 4 (,+(( 3-+..+-++ (4 /01
* +,*.-,* (,+(((.- ..+-++ (3 /01
* +,2(-22 (,+(((.- ..+-++ (*/01
* +,, -*, (,+(((.- ..+-++ (2 /01
* ++ -*+ (,+(((.- ..+-++ (,/01
* + +-3 (,+(((.- ..+-++ .+/01
* + ,-4 (,+(((.- ..+-++ . /01
* + 2-.( (,+(((.- ..+-++ . /01
* +(*-(. (,+(((.- ..+-++ .(/01
* +,*.-,* (,+((. -...+-++ ../01
* +,2(-22 (,+((. -...+-++ .4 /01
* +,, -*, (,+((. -...+-++ .3 /01
* ++ -*+ (,+((. -...+-++ .*/01
* + +-3 (,+((. -...+-++ .2 /01
* + ,-4 (,+((. -...+-++ .,/01
* + 2-.( (,+((. -...+-++ 4+/01
* +,*.-,* (,+((4+-3..+-++ 4 /01
* +,2(-22 (,+((4+-3..+-++ 4 /01
* +,, -*, (,+((4+-3..+-++ 4(/01
* ++ -*+ (,+((4+-3..+-++ 4./01
* + +-3 (,+((4+-3..+-++ 44 /01
* +,2(-22 (,+((42-2..+-++ 43 /01
* +,, -*, (,+((42-2..+-++ 4*/01
* ++ -*+ (,+((42-2..+-++ 42 /01
* +,2(-22 (,+((3*-+..+-++ 4,/01
* +,, -*, (,+((3*-+..+-++ 3+/01
* +4-, (,+( -(+.+-++ 3 $ 9
* -*( (,+( . -* .+-++ 3 $ 9
* (.-2. (,+( 32-2+.+-++ 3( $ 9
)
&
-+
-+
)
&
45 5 + . 41 %)$6
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AppendixB–SampleAERMODADOOutputFile
**
****************************************
**
** AERMOD Input Produced by:
** AERMOD View Ver. 8.5.1
** Lakes Environmental Software Inc.
** Date: 5/2/2014
** File: C:\Lakes\AERMOD View Trial\Calle Joaquin Hotel\Calle Joaquin Hotel\Calle Joaquin Hotel.ADI
**
****************************************
**
**
****************************************
** AERMOD Control Pathway
****************************************
**
**
CO STARTING
TITLEONE TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA
TITLETWO Impacts of DPM Emissions, Ground Level
MODELOPT DFAULT CONC
AVERTIME PERIOD
URBANOPT 276443
POLLUTID DPM
RUNORNOT RUN
ERRORFIL "Calle Joaquin Hotel.err"
CO FINISHED
**
****************************************
** AERMOD Source Pathway
****************************************
**
**
SO STARTING
** Source Location **
** Source ID - Type - X Coord. - Y Coord. **
** ---------------------------------------------------------------------
** Line Source Represented by Separated Volume Sources
** LINE VOLUME Source ID = US101S
** DESCRSRC US 101 Southbound
** PREFIX
** Length of Side = 9.14
** Configuration = Separated
** Emission Rate = 0.000802937
** Elevated
** Vertical Dimension = 4.31
** SZINIT = 1.00
** Nodes = 5
** 710900.069, 3902691.467, 40.00, 0.00, 8.41
** 711020.392, 3902946.850, 40.00, 0.00, 8.41
** 711128.378, 3903172.572, 40.00, 0.00, 8.41
** 711271.461, 3903478.505, 40.00, 0.00, 8.41
** 711398.102, 3903745.828, 40.00, 0.00, 8.41
** ---------------------------------------------------------------------
LOCATION L0000421 VOLUME 710902.017 3902695.603 40.00
LOCATION L0000422 VOLUME 710909.722 3902711.956 40.00
LOCATION L0000423 VOLUME 710917.426 3902728.309 40.00
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LOCATION L0000433 VOLUME 710994.473 3902891.838 40.00
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LOCATION L0000441 VOLUME 711056.558 3903022.449 40.00
LOCATION L0000442 VOLUME 711064.359 3903038.756 40.00
AppendixB–SampleAERMODADOOutputFile
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LOCATION L0000444 VOLUME 711079.962 3903071.370 40.00
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LOCATION L0000485 VOLUME 711396.144 3903741.696 40.00
** End of LINE VOLUME Source ID = US101S
** ---------------------------------------------------------------------
** Line Source Represented by Separated Volume Sources
** LINE VOLUME Source ID = US101N
** DESCRSRC US 101 Northbound
** PREFIX
** Length of Side = 9.14
** Configuration = Separated
** Emission Rate = 0.000802937
** Elevated
** Vertical Dimension = 4.31
** SZINIT = 1.00
** Nodes = 6
** 710916.233, 3902682.909, 40.00, 0.00, 8.41
** 710989.051, 3902839.032, 40.00, 0.00, 8.41
** 711085.624, 3903041.881, 40.00, 0.00, 8.41
** 711204.787, 3903293.214, 40.00, 0.00, 8.41
** 711324.897, 3903550.774, 40.00, 0.00, 8.41
** 711413.520, 3903737.507, 40.00, 0.00, 8.41
** ---------------------------------------------------------------------
LOCATION L0000486 VOLUME 710918.166 3902687.053 40.00
LOCATION L0000487 VOLUME 710925.806 3902703.434 40.00
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LOCATION L0000496 VOLUME 710994.664 3902850.821 40.00
LOCATION L0000497 VOLUME 711002.433 3902867.141 40.00
LOCATION L0000498 VOLUME 711010.203 3902883.462 40.00
AppendixB–SampleAERMODADOOutputFile
LOCATION L0000499 VOLUME 711017.973 3902899.782 40.00
LOCATION L0000500 VOLUME 711025.743 3902916.102 40.00
LOCATION L0000501 VOLUME 711033.513 3902932.422 40.00
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LOCATION L0000548 VOLUME 711396.060 3903700.718 40.00
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LOCATION L0000550 VOLUME 711411.560 3903733.377 40.00
** End of LINE VOLUME Source ID = US101N
** Source Parameters **
** LINE VOLUME Source ID = US101S
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AppendixB–SampleAERMODADOOutputFile
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** ---------------------------------------------------------------------
** LINE VOLUME Source ID = US101N
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SRCPARAM L0000500 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000501 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000502 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000503 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000504 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000505 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000506 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000507 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000508 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000509 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000510 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000511 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000512 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000513 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000514 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000515 0.0000123529 0.00 8.41 1.00
AppendixB–SampleAERMODADOOutputFile
SRCPARAM L0000516 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000517 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000518 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000519 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000520 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000521 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000522 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000523 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000524 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000525 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000526 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000527 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000528 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000529 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000530 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000531 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000532 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000533 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000534 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000535 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000536 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000537 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000538 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000539 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000540 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000541 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000542 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000543 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000544 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000545 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000546 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000547 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000548 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000549 0.0000123529 0.00 8.41 1.00
SRCPARAM L0000550 0.0000123529 0.00 8.41 1.00
** ---------------------------------------------------------------------
URBANSRC ALL
** Variable Emissions Type: "By Hour-of-Day (HROFDY)"
** Variable Emission Scenario: "Hourly DPM"
EMISFACT L0000486 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000486 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000486 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000486 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000487 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000487 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000487 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000487 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000488 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000488 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000488 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000488 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000489 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000489 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000489 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000489 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000490 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000490 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000490 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000490 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000491 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000491 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000491 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000491 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000492 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000492 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000492 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000492 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000493 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000493 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000493 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000493 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000494 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000494 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000494 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000494 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
AppendixB–SampleAERMODADOOutputFile
EMISFACT L0000495 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000495 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000495 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000495 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000496 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000496 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000496 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000496 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000497 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000497 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000497 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000497 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000498 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000498 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000498 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000498 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000499 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000499 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000499 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000499 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000500 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000500 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000500 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000500 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000501 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000501 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000501 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000501 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000502 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000502 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000502 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000502 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000503 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000503 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000503 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000503 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000504 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000504 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000504 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000504 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000505 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000505 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000505 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000505 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000506 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000506 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000506 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000506 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000507 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000507 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000507 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000507 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000508 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000508 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000508 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000508 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000509 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000509 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000509 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000509 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000510 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000510 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000510 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000510 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000511 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000511 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000511 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000511 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000512 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000512 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000512 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000512 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000513 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000513 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000513 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000513 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
AppendixB–SampleAERMODADOOutputFile
EMISFACT L0000514 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000514 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000514 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000514 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000515 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000515 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000515 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000515 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000516 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000516 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000516 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000516 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000517 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000517 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000517 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000517 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000518 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000518 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000518 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000518 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000519 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000519 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000519 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000519 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000520 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000520 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000520 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000520 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000521 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000521 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000521 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000521 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000522 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000522 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000522 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000522 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000523 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000523 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000523 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000523 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000524 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000524 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000524 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000524 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000525 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000525 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000525 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000525 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000526 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000526 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000526 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000526 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000527 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000527 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000527 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000527 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000528 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000528 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000528 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000528 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000529 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000529 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000529 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000529 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000530 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000530 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000530 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000530 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000531 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000531 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000531 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000531 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000532 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000532 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000532 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000532 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
AppendixB–SampleAERMODADOOutputFile
EMISFACT L0000533 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000533 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000533 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000533 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000534 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000534 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000534 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000534 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000535 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000535 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000535 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000535 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000536 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000536 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000536 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000536 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000537 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000537 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000537 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000537 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000538 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000538 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000538 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000538 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000539 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000539 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000539 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000539 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000540 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000540 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000540 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000540 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000541 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000541 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000541 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000541 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000542 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000542 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000542 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000542 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000543 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000543 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000543 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000543 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000544 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000544 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000544 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000544 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000545 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000545 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000545 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000545 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000546 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000546 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000546 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000546 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000547 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000547 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000547 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000547 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000548 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000548 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000548 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000548 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000549 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000549 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000549 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000549 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000550 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000550 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000550 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000550 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000421 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000421 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000421 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000421 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
AppendixB–SampleAERMODADOOutputFile
EMISFACT L0000422 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000422 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000422 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000422 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000423 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000423 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000423 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000423 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000424 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000424 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000424 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000424 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000425 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000425 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000425 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000425 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000426 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000426 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000426 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000426 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000427 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000427 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000427 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000427 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000428 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000428 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000428 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000428 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000429 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000429 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000429 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000429 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000430 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000430 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000430 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000430 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000431 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000431 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000431 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000431 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000432 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000432 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000432 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000432 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000433 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000433 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000433 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000433 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000434 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000434 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000434 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000434 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000435 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000435 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000435 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000435 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000436 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000436 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000436 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000436 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000437 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000437 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000437 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000437 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000438 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000438 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000438 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000438 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000439 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000439 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000439 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000439 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000440 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000440 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000440 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000440 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
AppendixB–SampleAERMODADOOutputFile
EMISFACT L0000441 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000441 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000441 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000441 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000442 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000442 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000442 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000442 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000443 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000443 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000443 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000443 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000444 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000444 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000444 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000444 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000445 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000445 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000445 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000445 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000446 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000446 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000446 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000446 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000447 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000447 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000447 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000447 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000448 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000448 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000448 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000448 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000449 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000449 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000449 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000449 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000450 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000450 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000450 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000450 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000451 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000451 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000451 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000451 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000452 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000452 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000452 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000452 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000453 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000453 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000453 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000453 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000454 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000454 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000454 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000454 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000455 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000455 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000455 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000455 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000456 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000456 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000456 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000456 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000457 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000457 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000457 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000457 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000458 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000458 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000458 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000458 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000459 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000459 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000459 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000459 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
AppendixB–SampleAERMODADOOutputFile
EMISFACT L0000460 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000460 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000460 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000460 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000461 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000461 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000461 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000461 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000462 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000462 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000462 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000462 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000463 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000463 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000463 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000463 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000464 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000464 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000464 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000464 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000465 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000465 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000465 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000465 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000466 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000466 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000466 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000466 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000467 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000467 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000467 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000467 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000468 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000468 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000468 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000468 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000469 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000469 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000469 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000469 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000470 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000470 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000470 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000470 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000471 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000471 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000471 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000471 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000472 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000472 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000472 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000472 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000473 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000473 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000473 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000473 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000474 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000474 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000474 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000474 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000475 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000475 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000475 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000475 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000476 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000476 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000476 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000476 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000477 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000477 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000477 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000477 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000478 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000478 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000478 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000478 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
AppendixB–SampleAERMODADOOutputFile
EMISFACT L0000479 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000479 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000479 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000479 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000480 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000480 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000480 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000480 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000481 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000481 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000481 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000481 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000482 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000482 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000482 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000482 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000483 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000483 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000483 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000483 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000484 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000484 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000484 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000484 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
EMISFACT L0000485 HROFDY 0.604140979 0.633753673 0.578273854 0.087207685 0.162997932 0.220550124
EMISFACT L0000485 HROFDY 0.448801467 0.244447366 0.811076852 0.955768451 0.728466047 1.0
EMISFACT L0000485 HROFDY 0.862369343 0.846815634 0.759607949 0.558261405 0.704997193 0.543297997
EMISFACT L0000485 HROFDY 0.315256427 0.103938267 0.413567877 0.67406551 0.47843556 0.087207685
SRCGROUP ALL
SO FINISHED
**
****************************************
** AERMOD Receptor Pathway
****************************************
**
**
RE STARTING
INCLUDED "Calle Joaquin Hotel.rou"
RE FINISHED
**
****************************************
** AERMOD Meteorology Pathway
****************************************
**
**
ME STARTING
SURFFILE "Z:\SLO - Calle Joaquin Hotel\Current Project\AERMET Data\SLOOS2011.SFC"
PROFFILE "Z:\SLO - Calle Joaquin Hotel\Current Project\AERMET Data\SLOOS2011.PFL"
SURFDATA 722897 2011
UAIRDATA 103214 2011
SITEDATA 2006 2011
PROFBASE 55.0 METERS
ME FINISHED
**
****************************************
** AERMOD Output Pathway
****************************************
**
**
OU STARTING
** Auto-Generated Plotfiles
PLOTFILE PERIOD ALL "CALLE JOAQUIN HOTEL.AD\PE00GALL.PLT" 31
SUMMFILE "Calle Joaquin Hotel.sum"
OU FINISHED
*** Message Summary For AERMOD Model Setup ***
--------- Summary of Total Messages --------
A Total of 0 Fatal Error Message(s)
A Total of 1 Warning Message(s)
A Total of 0 Informational Message(s)
******** FATAL ERROR MESSAGES ********
AppendixB–SampleAERMODADOOutputFile
*** NONE ***
******** WARNING MESSAGES ********
ME W396 889 MEOPEN: Met data from outdated version of AERMET, version: 12345
***********************************
*** SETUP Finishes Successfully ***
***********************************
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 1
**MODELOPTs: RegDFAULT CONC ELEV
*** MODEL SETUP OPTIONS SUMMARY ***
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
**Model Is Setup For Calculation of Average CONCentration Values.
-- DEPOSITION LOGIC --
**NO GAS DEPOSITION Data Provided.
**NO PARTICLE DEPOSITION Data Provided.
**Model Uses NO DRY DEPLETION. DRYDPLT = F
**Model Uses NO WET DEPLETION. WETDPLT = F
**Model Uses URBAN Dispersion Algorithm for the SBL for 130 Source(s),
for Total of 1 Urban Area(s):
Urban Population = 276443.0 ; Urban Roughness Length = 1.000 m
**Model Uses Regulatory DEFAULT Options:
1. Stack-tip Downwash.
2. Model Accounts for ELEVated Terrain Effects.
3. Use Calms Processing Routine.
4. Use Missing Data Processing Routine.
5. No Exponential Decay for URBAN/Non-SO2.
6. Urban Roughness Length of 1.0 Meter Assumed.
**Model Assumes No FLAGPOLE Receptor Heights.
**Model Calculates PERIOD Averages Only
**This Run Includes: 130 Source(s); 1 Source Group(s); and 163 Receptor(s)
**The Model Assumes A Pollutant Type of: DPM
**Model Set To Continue RUNning After the Setup Testing.
**The AERMET Input Meteorological Data Version Date: 12345
**Output Options Selected:
Model Outputs Tables of PERIOD Averages by Receptor
Model Outputs External File(s) of High Values for Plotting (PLOTFILE Keyword)
Model Outputs Separate Summary File of High Ranked Values (SUMMFILE Keyword)
**NOTE: The Following Flags May Appear Following CONC Values: c for Calm Hours
m for Missing Hours
b for Both Calm and Missing Hours
**Misc. Inputs: Base Elev. for Pot. Temp. Profile (m MSL) = 55.00 ; Decay Coef. = 0.000 ; Rot. Angle = 0.0
Emission Units = GRAMS/SEC ; Emission Rate Unit Factor = 0.10000E+07
Output Units = MICROGRAMS/M**3
**Approximate Storage Requirements of Model = 3.6 MB of RAM.
**Detailed Error/Message File: Calle Joaquin Hotel.err
**File for Summary of Results: Calle Joaquin Hotel.sum
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 2
**MODELOPTs: RegDFAULT CONC ELEV
*** VOLUME SOURCE DATA ***
NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE
SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY
ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) BY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L0000421 0 0.12353E-04 710902.0 3902695.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000422 0 0.12353E-04 710909.7 3902712.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000423 0 0.12353E-04 710917.4 3902728.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000424 0 0.12353E-04 710925.1 3902744.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000425 0 0.12353E-04 710932.8 3902761.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000426 0 0.12353E-04 710940.5 3902777.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000427 0 0.12353E-04 710948.2 3902793.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000428 0 0.12353E-04 710956.0 3902810.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000429 0 0.12353E-04 710963.7 3902826.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000430 0 0.12353E-04 710971.4 3902842.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000431 0 0.12353E-04 710979.1 3902859.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000432 0 0.12353E-04 710986.8 3902875.5 40.0 0.00 8.41 1.00 YES HROFDY
L0000433 0 0.12353E-04 710994.5 3902891.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000434 0 0.12353E-04 711002.2 3902908.2 40.0 0.00 8.41 1.00 YES HROFDY
L0000435 0 0.12353E-04 711009.9 3902924.5 40.0 0.00 8.41 1.00 YES HROFDY
L0000436 0 0.12353E-04 711017.6 3902940.9 40.0 0.00 8.41 1.00 YES HROFDY
L0000437 0 0.12353E-04 711025.4 3902957.2 40.0 0.00 8.41 1.00 YES HROFDY
L0000438 0 0.12353E-04 711033.2 3902973.5 40.0 0.00 8.41 1.00 YES HROFDY
L0000439 0 0.12353E-04 711041.0 3902989.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000440 0 0.12353E-04 711048.8 3903006.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000441 0 0.12353E-04 711056.6 3903022.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000442 0 0.12353E-04 711064.4 3903038.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000443 0 0.12353E-04 711072.2 3903055.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000444 0 0.12353E-04 711080.0 3903071.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000445 0 0.12353E-04 711087.8 3903087.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000446 0 0.12353E-04 711095.6 3903104.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000447 0 0.12353E-04 711103.4 3903120.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000448 0 0.12353E-04 711111.2 3903136.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000449 0 0.12353E-04 711119.0 3903152.9 40.0 0.00 8.41 1.00 YES HROFDY
L0000450 0 0.12353E-04 711126.8 3903169.2 40.0 0.00 8.41 1.00 YES HROFDY
L0000451 0 0.12353E-04 711134.5 3903185.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000452 0 0.12353E-04 711142.1 3903201.9 40.0 0.00 8.41 1.00 YES HROFDY
L0000453 0 0.12353E-04 711149.8 3903218.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000454 0 0.12353E-04 711157.4 3903234.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000455 0 0.12353E-04 711165.1 3903251.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000456 0 0.12353E-04 711172.8 3903267.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000457 0 0.12353E-04 711180.4 3903283.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000458 0 0.12353E-04 711188.1 3903300.2 40.0 0.00 8.41 1.00 YES HROFDY
L0000459 0 0.12353E-04 711195.7 3903316.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000460 0 0.12353E-04 711203.4 3903332.9 40.0 0.00 8.41 1.00 YES HROFDY
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 3
**MODELOPTs: RegDFAULT CONC ELEV
*** VOLUME SOURCE DATA ***
NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE
SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY
ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) BY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L0000461 0 0.12353E-04 711211.0 3903349.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000462 0 0.12353E-04 711218.7 3903365.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000463 0 0.12353E-04 711226.4 3903382.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000464 0 0.12353E-04 711234.0 3903398.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000465 0 0.12353E-04 711241.7 3903414.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000466 0 0.12353E-04 711249.3 3903431.2 40.0 0.00 8.41 1.00 YES HROFDY
L0000467 0 0.12353E-04 711257.0 3903447.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000468 0 0.12353E-04 711264.7 3903463.9 40.0 0.00 8.41 1.00 YES HROFDY
L0000469 0 0.12353E-04 711272.3 3903480.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000470 0 0.12353E-04 711280.1 3903496.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000471 0 0.12353E-04 711287.8 3903513.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000472 0 0.12353E-04 711295.5 3903529.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000473 0 0.12353E-04 711303.3 3903545.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000474 0 0.12353E-04 711311.0 3903562.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000475 0 0.12353E-04 711318.8 3903578.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000476 0 0.12353E-04 711326.5 3903594.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000477 0 0.12353E-04 711334.2 3903611.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000478 0 0.12353E-04 711342.0 3903627.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000479 0 0.12353E-04 711349.7 3903643.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000480 0 0.12353E-04 711357.4 3903660.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000481 0 0.12353E-04 711365.2 3903676.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000482 0 0.12353E-04 711372.9 3903692.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000483 0 0.12353E-04 711380.7 3903709.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000484 0 0.12353E-04 711388.4 3903725.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000485 0 0.12353E-04 711396.1 3903741.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000486 0 0.12353E-04 710918.2 3902687.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000487 0 0.12353E-04 710925.8 3902703.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000488 0 0.12353E-04 710933.4 3902719.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000489 0 0.12353E-04 710941.1 3902736.2 40.0 0.00 8.41 1.00 YES HROFDY
L0000490 0 0.12353E-04 710948.7 3902752.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000491 0 0.12353E-04 710956.4 3902769.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000492 0 0.12353E-04 710964.0 3902785.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000493 0 0.12353E-04 710971.6 3902801.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000494 0 0.12353E-04 710979.3 3902818.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000495 0 0.12353E-04 710986.9 3902834.5 40.0 0.00 8.41 1.00 YES HROFDY
L0000496 0 0.12353E-04 710994.7 3902850.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000497 0 0.12353E-04 711002.4 3902867.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000498 0 0.12353E-04 711010.2 3902883.5 40.0 0.00 8.41 1.00 YES HROFDY
L0000499 0 0.12353E-04 711018.0 3902899.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000500 0 0.12353E-04 711025.7 3902916.1 40.0 0.00 8.41 1.00 YES HROFDY
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 4
**MODELOPTs: RegDFAULT CONC ELEV
*** VOLUME SOURCE DATA ***
NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE
SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY
ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) BY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L0000501 0 0.12353E-04 711033.5 3902932.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000502 0 0.12353E-04 711041.3 3902948.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000503 0 0.12353E-04 711049.1 3902965.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000504 0 0.12353E-04 711056.8 3902981.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000505 0 0.12353E-04 711064.6 3902997.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000506 0 0.12353E-04 711072.4 3903014.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000507 0 0.12353E-04 711080.1 3903030.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000508 0 0.12353E-04 711087.9 3903046.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000509 0 0.12353E-04 711095.6 3903063.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000510 0 0.12353E-04 711103.4 3903079.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000511 0 0.12353E-04 711111.1 3903095.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000512 0 0.12353E-04 711118.9 3903112.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000513 0 0.12353E-04 711126.6 3903128.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000514 0 0.12353E-04 711134.4 3903144.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000515 0 0.12353E-04 711142.1 3903161.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000516 0 0.12353E-04 711149.8 3903177.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000517 0 0.12353E-04 711157.6 3903193.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000518 0 0.12353E-04 711165.3 3903210.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000519 0 0.12353E-04 711173.1 3903226.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000520 0 0.12353E-04 711180.8 3903242.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000521 0 0.12353E-04 711188.6 3903259.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000522 0 0.12353E-04 711196.3 3903275.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000523 0 0.12353E-04 711204.0 3903291.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000524 0 0.12353E-04 711211.7 3903308.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000525 0 0.12353E-04 711219.3 3903324.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000526 0 0.12353E-04 711227.0 3903340.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000527 0 0.12353E-04 711234.6 3903357.2 40.0 0.00 8.41 1.00 YES HROFDY
L0000528 0 0.12353E-04 711242.3 3903373.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000529 0 0.12353E-04 711249.9 3903389.9 40.0 0.00 8.41 1.00 YES HROFDY
L0000530 0 0.12353E-04 711257.5 3903406.3 40.0 0.00 8.41 1.00 YES HROFDY
L0000531 0 0.12353E-04 711265.2 3903422.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000532 0 0.12353E-04 711272.8 3903439.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000533 0 0.12353E-04 711280.5 3903455.5 40.0 0.00 8.41 1.00 YES HROFDY
L0000534 0 0.12353E-04 711288.1 3903471.9 40.0 0.00 8.41 1.00 YES HROFDY
L0000535 0 0.12353E-04 711295.7 3903488.2 40.0 0.00 8.41 1.00 YES HROFDY
L0000536 0 0.12353E-04 711303.4 3903504.6 40.0 0.00 8.41 1.00 YES HROFDY
L0000537 0 0.12353E-04 711311.0 3903521.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000538 0 0.12353E-04 711318.7 3903537.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000539 0 0.12353E-04 711326.3 3903553.8 40.0 0.00 8.41 1.00 YES HROFDY
L0000540 0 0.12353E-04 711334.1 3903570.1 40.0 0.00 8.41 1.00 YES HROFDY
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 5
**MODELOPTs: RegDFAULT CONC ELEV
*** VOLUME SOURCE DATA ***
NUMBER EMISSION RATE BASE RELEASE INIT. INIT. URBAN EMISSION RATE
SOURCE PART. (GRAMS/SEC) X Y ELEV. HEIGHT SY SZ SOURCE SCALAR VARY
ID CATS. (METERS) (METERS) (METERS) (METERS) (METERS) (METERS) BY
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
L0000541 0 0.12353E-04 711341.8 3903586.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000542 0 0.12353E-04 711349.6 3903602.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000543 0 0.12353E-04 711357.3 3903619.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000544 0 0.12353E-04 711365.1 3903635.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000545 0 0.12353E-04 711372.8 3903651.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000546 0 0.12353E-04 711380.6 3903668.1 40.0 0.00 8.41 1.00 YES HROFDY
L0000547 0 0.12353E-04 711388.3 3903684.4 40.0 0.00 8.41 1.00 YES HROFDY
L0000548 0 0.12353E-04 711396.1 3903700.7 40.0 0.00 8.41 1.00 YES HROFDY
L0000549 0 0.12353E-04 711403.8 3903717.0 40.0 0.00 8.41 1.00 YES HROFDY
L0000550 0 0.12353E-04 711411.6 3903733.4 40.0 0.00 8.41 1.00 YES HROFDY
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 6
**MODELOPTs: RegDFAULT CONC ELEV
*** SOURCE IDs DEFINING SOURCE GROUPS ***
GROUP ID SOURCE IDs
ALL L0000421 , L0000422 , L0000423 , L0000424 , L0000425 , L0000426 , L0000427 , L0000428 ,
L0000429 , L0000430 , L0000431 , L0000432 , L0000433 , L0000434 , L0000435 , L0000436 ,
L0000437 , L0000438 , L0000439 , L0000440 , L0000441 , L0000442 , L0000443 , L0000444 ,
L0000445 , L0000446 , L0000447 , L0000448 , L0000449 , L0000450 , L0000451 , L0000452 ,
L0000453 , L0000454 , L0000455 , L0000456 , L0000457 , L0000458 , L0000459 , L0000460 ,
L0000461 , L0000462 , L0000463 , L0000464 , L0000465 , L0000466 , L0000467 , L0000468 ,
L0000469 , L0000470 , L0000471 , L0000472 , L0000473 , L0000474 , L0000475 , L0000476 ,
L0000477 , L0000478 , L0000479 , L0000480 , L0000481 , L0000482 , L0000483 , L0000484 ,
L0000485 , L0000486 , L0000487 , L0000488 , L0000489 , L0000490 , L0000491 , L0000492 ,
L0000493 , L0000494 , L0000495 , L0000496 , L0000497 , L0000498 , L0000499 , L0000500 ,
L0000501 , L0000502 , L0000503 , L0000504 , L0000505 , L0000506 , L0000507 , L0000508 ,
L0000509 , L0000510 , L0000511 , L0000512 , L0000513 , L0000514 , L0000515 , L0000516 ,
L0000517 , L0000518 , L0000519 , L0000520 , L0000521 , L0000522 , L0000523 , L0000524 ,
L0000525 , L0000526 , L0000527 , L0000528 , L0000529 , L0000530 , L0000531 , L0000532 ,
L0000533 , L0000534 , L0000535 , L0000536 , L0000537 , L0000538 , L0000539 , L0000540 ,
L0000541 , L0000542 , L0000543 , L0000544 , L0000545 , L0000546 , L0000547 , L0000548 ,
L0000549 , L0000550 ,
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 7
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000421 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000422 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000423 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000424 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000425 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 8
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000426 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000427 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000428 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000429 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000430 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 9
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000431 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000432 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000433 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000434 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000435 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 10
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000436 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000437 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000438 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000439 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000440 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 11
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000441 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000442 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000443 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000444 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000445 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 12
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000446 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000447 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000448 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 13
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
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-
SOURCE ID = L0000451 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000452 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 14
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000456 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 15
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000461 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000463 ; SOURCE TYPE = VOLUME :
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AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 16
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000466 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000468 ; SOURCE TYPE = VOLUME :
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AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 17
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000471 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000473 ; SOURCE TYPE = VOLUME :
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AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 18
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000476 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000477 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000478 ; SOURCE TYPE = VOLUME :
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SOURCE ID = L0000480 ; SOURCE TYPE = VOLUME :
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AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 19
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
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-
SOURCE ID = L0000481 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000482 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000483 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000484 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000485 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 20
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000486 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000487 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000488 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000489 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000490 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 21
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000491 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000492 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000493 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
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AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 22
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000496 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000497 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000498 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000499 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000500 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 23
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000501 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000502 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000503 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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SOURCE ID = L0000504 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000505 ; SOURCE TYPE = VOLUME :
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AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 24
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000506 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000507 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000508 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000509 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000510 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 25
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000511 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000512 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000513 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000514 ; SOURCE TYPE = VOLUME :
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000515 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 26
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000516 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000517 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000518 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000519 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000520 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 27
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000521 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000522 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000523 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000524 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000525 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 28
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000526 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000527 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000528 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000529 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000530 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 29
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000531 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000532 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000533 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000534 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000535 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 30
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000536 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000537 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000538 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000539 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000540 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 31
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000541 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000542 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000543 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000544 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000545 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 32
**MODELOPTs: RegDFAULT CONC ELEV
* SOURCE EMISSION RATE SCALARS WHICH VARY FOR EACH HOUR OF THE DAY *
HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR HOUR SCALAR
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
SOURCE ID = L0000546 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000547 ; SOURCE TYPE = VOLUME :
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7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000548 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000549 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
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19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
SOURCE ID = L0000550 ; SOURCE TYPE = VOLUME :
1 .60414E+00 2 .63375E+00 3 .57827E+00 4 .87208E-01 5 .16300E+00 6 .22055E+00
7 .44880E+00 8 .24445E+00 9 .81108E+00 10 .95577E+00 11 .72847E+00 12 .10000E+01
13 .86237E+00 14 .84682E+00 15 .75961E+00 16 .55826E+00 17 .70500E+00 18 .54330E+00
19 .31526E+00 20 .10394E+00 21 .41357E+00 22 .67407E+00 23 .47844E+00 24 .87208E-01
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 33
**MODELOPTs: RegDFAULT CONC ELEV
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 711099.7, 3903219.4, 40.0, 293.0, 0.0); ( 711108.6, 3903219.4, 40.0, 293.0, 0.0);
( 711090.8, 3903227.6, 40.0, 294.0, 0.0); ( 711099.7, 3903227.6, 40.0, 293.0, 0.0);
( 711108.6, 3903227.6, 40.0, 293.0, 0.0); ( 711073.0, 3903235.8, 40.0, 297.0, 0.0);
( 711081.9, 3903235.8, 40.0, 294.0, 0.0); ( 711090.8, 3903235.8, 40.0, 294.0, 0.0);
( 711099.7, 3903235.8, 40.0, 293.0, 0.0); ( 711108.6, 3903235.8, 40.0, 293.0, 0.0);
( 711117.5, 3903235.8, 40.0, 288.0, 0.0); ( 711064.1, 3903244.0, 40.0, 303.0, 0.0);
( 711073.0, 3903244.0, 40.0, 297.0, 0.0); ( 711081.9, 3903244.0, 40.0, 294.0, 0.0);
( 711090.8, 3903244.0, 40.0, 293.0, 0.0); ( 711099.7, 3903244.0, 40.0, 293.0, 0.0);
( 711108.6, 3903244.0, 40.0, 293.0, 0.0); ( 711117.5, 3903244.0, 40.0, 288.0, 0.0);
( 711055.2, 3903252.2, 40.0, 307.0, 0.0); ( 711064.1, 3903252.2, 40.0, 297.0, 0.0);
( 711073.0, 3903252.2, 40.0, 297.0, 0.0); ( 711081.9, 3903252.2, 40.0, 294.0, 0.0);
( 711090.8, 3903252.2, 40.0, 293.0, 0.0); ( 711099.7, 3903252.2, 40.0, 293.0, 0.0);
( 711108.6, 3903252.2, 40.0, 293.0, 0.0); ( 711117.5, 3903252.2, 40.0, 288.0, 0.0);
( 711126.4, 3903252.2, 40.0, 288.0, 0.0); ( 711037.3, 3903260.4, 40.0, 307.0, 0.0);
( 711046.2, 3903260.4, 40.0, 307.0, 0.0); ( 711055.2, 3903260.4, 40.0, 307.0, 0.0);
( 711064.1, 3903260.4, 40.0, 297.0, 0.0); ( 711073.0, 3903260.4, 40.0, 294.0, 0.0);
( 711081.9, 3903260.4, 40.0, 293.0, 0.0); ( 711090.8, 3903260.4, 40.0, 293.0, 0.0);
( 711099.7, 3903260.4, 40.0, 293.0, 0.0); ( 711108.6, 3903260.4, 40.0, 288.0, 0.0);
( 711117.5, 3903260.4, 40.0, 288.0, 0.0); ( 711126.4, 3903260.4, 40.0, 288.0, 0.0);
( 711028.4, 3903268.6, 40.0, 312.0, 0.0); ( 711037.3, 3903268.6, 40.0, 307.0, 0.0);
( 711046.2, 3903268.6, 40.0, 307.0, 0.0); ( 711055.2, 3903268.6, 40.0, 303.0, 0.0);
( 711064.1, 3903268.6, 40.0, 297.0, 0.0); ( 711073.0, 3903268.6, 40.0, 294.0, 0.0);
( 711081.9, 3903268.6, 40.0, 293.0, 0.0); ( 711090.8, 3903268.6, 40.0, 293.0, 0.0);
( 711099.7, 3903268.6, 40.0, 293.0, 0.0); ( 711108.6, 3903268.6, 40.0, 288.0, 0.0);
( 711117.5, 3903268.6, 40.0, 288.0, 0.0); ( 711126.4, 3903268.6, 40.0, 285.0, 0.0);
( 711019.5, 3903276.8, 40.0, 312.0, 0.0); ( 711028.4, 3903276.8, 40.0, 307.0, 0.0);
( 711037.3, 3903276.8, 40.0, 307.0, 0.0); ( 711046.2, 3903276.8, 40.0, 307.0, 0.0);
( 711055.2, 3903276.8, 40.0, 297.0, 0.0); ( 711064.1, 3903276.8, 40.0, 297.0, 0.0);
( 711073.0, 3903276.8, 40.0, 294.0, 0.0); ( 711081.9, 3903276.8, 40.0, 293.0, 0.0);
( 711090.8, 3903276.8, 40.0, 293.0, 0.0); ( 711099.7, 3903276.8, 40.0, 288.0, 0.0);
( 711108.6, 3903276.8, 40.0, 288.0, 0.0); ( 711117.5, 3903276.8, 40.0, 288.0, 0.0);
( 711001.7, 3903285.0, 40.0, 322.0, 0.0); ( 711010.6, 3903285.0, 40.0, 312.0, 0.0);
( 711019.5, 3903285.0, 40.0, 312.0, 0.0); ( 711028.4, 3903285.0, 40.0, 307.0, 0.0);
( 711037.3, 3903285.0, 40.0, 307.0, 0.0); ( 711046.2, 3903285.0, 40.0, 307.0, 0.0);
( 711055.2, 3903285.0, 40.0, 297.0, 0.0); ( 711064.1, 3903285.0, 40.0, 294.0, 0.0);
( 711073.0, 3903285.0, 40.0, 293.0, 0.0); ( 711081.9, 3903285.0, 40.0, 293.0, 0.0);
( 711090.8, 3903285.0, 40.0, 293.0, 0.0); ( 711099.7, 3903285.0, 40.0, 288.0, 0.0);
( 711108.6, 3903285.0, 40.0, 288.0, 0.0); ( 710992.8, 3903293.2, 40.0, 322.0, 0.0);
( 711001.7, 3903293.2, 40.0, 315.0, 0.0); ( 711010.6, 3903293.2, 40.0, 312.0, 0.0);
( 711019.5, 3903293.2, 40.0, 312.0, 0.0); ( 711028.4, 3903293.2, 40.0, 307.0, 0.0);
( 711037.3, 3903293.2, 40.0, 307.0, 0.0); ( 711046.2, 3903293.2, 40.0, 303.0, 0.0);
( 711055.2, 3903293.2, 40.0, 297.0, 0.0); ( 711064.1, 3903293.2, 40.0, 294.0, 0.0);
( 711073.0, 3903293.2, 40.0, 293.0, 0.0); ( 711081.9, 3903293.2, 40.0, 293.0, 0.0);
( 711090.8, 3903293.2, 40.0, 293.0, 0.0); ( 711099.7, 3903293.2, 40.0, 288.0, 0.0);
( 710983.9, 3903301.4, 40.0, 394.0, 0.0); ( 710992.8, 3903301.4, 40.0, 394.0, 0.0);
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 34
**MODELOPTs: RegDFAULT CONC ELEV
*** DISCRETE CARTESIAN RECEPTORS ***
(X-COORD, Y-COORD, ZELEV, ZHILL, ZFLAG)
(METERS)
( 711001.7, 3903301.4, 40.0, 394.0, 0.0); ( 711010.6, 3903301.4, 40.0, 394.0, 0.0);
( 711019.5, 3903301.4, 40.0, 394.0, 0.0); ( 711028.4, 3903301.4, 40.0, 394.0, 0.0);
( 711037.3, 3903301.4, 40.0, 394.0, 0.0); ( 711046.2, 3903301.4, 40.0, 394.0, 0.0);
( 711055.2, 3903301.4, 40.0, 394.0, 0.0); ( 711064.1, 3903301.4, 40.0, 394.0, 0.0);
( 711073.0, 3903301.4, 40.0, 394.0, 0.0); ( 711081.9, 3903301.4, 40.0, 394.0, 0.0);
( 710966.1, 3903309.6, 40.0, 394.0, 0.0); ( 710975.0, 3903309.6, 40.0, 394.0, 0.0);
( 710983.9, 3903309.6, 40.0, 394.0, 0.0); ( 710992.8, 3903309.6, 40.0, 394.0, 0.0);
( 711001.7, 3903309.6, 40.0, 394.0, 0.0); ( 711010.6, 3903309.6, 40.0, 394.0, 0.0);
( 711019.5, 3903309.6, 40.0, 394.0, 0.0); ( 711028.4, 3903309.6, 40.0, 394.0, 0.0);
( 711037.3, 3903309.6, 40.0, 394.0, 0.0); ( 711046.2, 3903309.6, 40.0, 394.0, 0.0);
( 711055.2, 3903309.6, 40.0, 394.0, 0.0); ( 711064.1, 3903309.6, 40.0, 394.0, 0.0);
( 711073.0, 3903309.6, 40.0, 394.0, 0.0); ( 710966.1, 3903317.8, 40.0, 394.0, 0.0);
( 710975.0, 3903317.8, 40.0, 394.0, 0.0); ( 710983.9, 3903317.8, 40.0, 394.0, 0.0);
( 710992.8, 3903317.8, 40.0, 394.0, 0.0); ( 711001.7, 3903317.8, 40.0, 394.0, 0.0);
( 711010.6, 3903317.8, 40.0, 394.0, 0.0); ( 711019.5, 3903317.8, 40.0, 394.0, 0.0);
( 711028.4, 3903317.8, 40.0, 394.0, 0.0); ( 711037.3, 3903317.8, 40.0, 394.0, 0.0);
( 711046.2, 3903317.8, 40.0, 394.0, 0.0); ( 711055.2, 3903317.8, 40.0, 394.0, 0.0);
( 711064.1, 3903317.8, 40.0, 394.0, 0.0); ( 710966.1, 3903326.0, 40.0, 394.0, 0.0);
( 710975.0, 3903326.0, 40.0, 394.0, 0.0); ( 710983.9, 3903326.0, 40.0, 394.0, 0.0);
( 710992.8, 3903326.0, 40.0, 394.0, 0.0); ( 711001.7, 3903326.0, 40.0, 394.0, 0.0);
( 711010.6, 3903326.0, 40.0, 394.0, 0.0); ( 711019.5, 3903326.0, 40.0, 394.0, 0.0);
( 711028.4, 3903326.0, 40.0, 394.0, 0.0); ( 711037.3, 3903326.0, 40.0, 394.0, 0.0);
( 711046.2, 3903326.0, 40.0, 394.0, 0.0); ( 710975.0, 3903334.2, 40.0, 394.0, 0.0);
( 710983.9, 3903334.2, 40.0, 394.0, 0.0); ( 710992.8, 3903334.2, 40.0, 394.0, 0.0);
( 711001.7, 3903334.2, 40.0, 394.0, 0.0); ( 711010.6, 3903334.2, 40.0, 394.0, 0.0);
( 711019.5, 3903334.2, 40.0, 394.0, 0.0); ( 711028.4, 3903334.2, 40.0, 394.0, 0.0);
( 711037.3, 3903334.2, 40.0, 394.0, 0.0); ( 710975.0, 3903342.4, 40.0, 394.0, 0.0);
( 710983.9, 3903342.4, 40.0, 394.0, 0.0); ( 710992.8, 3903342.4, 40.0, 394.0, 0.0);
( 711001.7, 3903342.4, 40.0, 394.0, 0.0); ( 711010.6, 3903342.4, 40.0, 394.0, 0.0);
( 711019.5, 3903342.4, 40.0, 394.0, 0.0); ( 711028.4, 3903342.4, 40.0, 394.0, 0.0);
( 710975.0, 3903350.6, 40.0, 394.0, 0.0); ( 710983.9, 3903350.6, 40.0, 394.0, 0.0);
( 710992.8, 3903350.6, 40.0, 394.0, 0.0); ( 711001.7, 3903350.6, 40.0, 394.0, 0.0);
( 711010.6, 3903350.6, 40.0, 394.0, 0.0); ( 710983.9, 3903358.8, 40.0, 394.0, 0.0);
( 710992.8, 3903358.8, 40.0, 394.0, 0.0); ( 711001.7, 3903358.8, 40.0, 394.0, 0.0);
( 710983.9, 3903367.0, 40.0, 394.0, 0.0); ( 710992.8, 3903367.0, 40.0, 394.0, 0.0);
( 711105.9, 3903211.3, 40.0, 293.0, 0.0); ( 711121.7, 3903242.7, 40.0, 288.0, 0.0);
( 711134.8, 3903268.8, 40.0, 284.0, 0.0);
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 35
**MODELOPTs: RegDFAULT CONC ELEV
*** METEOROLOGICAL DAYS SELECTED FOR PROCESSING ***
(1=YES; 0=NO)
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1
NOTE: METEOROLOGICAL DATA ACTUALLY PROCESSED WILL ALSO DEPEND ON WHAT IS INCLUDED IN THE DATA FILE.
*** UPPER BOUND OF FIRST THROUGH FIFTH WIND SPEED CATEGORIES ***
(METERS/SEC)
1.54, 3.09, 5.14, 8.23, 10.80,
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 36
**MODELOPTs: RegDFAULT CONC ELEV
*** UP TO THE FIRST 24 HOURS OF METEOROLOGICAL DATA ***
Surface file: Z:\SLO - Calle Joaquin Hotel\Current Project\AERMET Data\SLOOS2011.SFC Met Version: 12345
Profile file: Z:\SLO - Calle Joaquin Hotel\Current Project\AERMET Data\SLOOS2011.PFL
Surface format: FREE
Profile format: FREE
Surface station no.: 722897 Upper air station no.: 103214
Name: UNKNOWN Name: UNKNOWN
Year: 2011 Year: 2011
First 24 hours of scalar data
YR MO DY JDY HR H0 U* W* DT/DZ ZICNV ZIMCH M-O LEN Z0 BOWEN ALBEDO REF WS WD HT REF TA HT
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
11 01 01 1 01 -4.5 0.073 -9.000 -9.000 -999. 45. 7.7 0.03 1.20 1.00 2.16 130. 10.0 278.1 2.0
11 01 01 1 02 -3.1 0.063 -9.000 -9.000 -999. 37. 7.3 0.03 1.20 1.00 1.88 139. 10.0 279.2 2.0
11 01 01 1 03 -5.6 0.074 -9.000 -9.000 -999. 46. 6.4 0.03 1.20 1.00 2.18 140. 10.0 279.9 2.0
11 01 01 1 04 -6.7 0.118 -9.000 -9.000 -999. 94. 22.2 0.03 1.20 1.00 2.42 137. 10.0 279.9 2.0
11 01 01 1 05 -5.7 0.100 -9.000 -9.000 -999. 72. 15.7 0.03 1.20 1.00 2.27 137. 10.0 279.2 2.0
11 01 01 1 06 -1.9 0.050 -9.000 -9.000 -999. 26. 5.7 0.03 1.20 1.00 1.47 138. 10.0 278.8 2.0
11 01 01 1 07 -9.5 0.139 -9.000 -9.000 -999. 120. 25.7 0.03 1.20 1.00 2.74 122. 10.0 278.1 2.0
11 01 01 1 08 -13.1 0.237 -9.000 -9.000 -999. 265. 92.1 0.03 1.20 0.65 3.83 124. 10.0 280.4 2.0
11 01 01 1 09 -2.4 0.285 -9.000 -9.000 -999. 350. 892.8 0.03 1.20 0.36 4.26 132. 10.0 280.9 2.0
11 01 01 1 10 12.5 0.241 0.298 0.005 76. 273. -101.8 0.03 1.20 0.26 3.40 132. 10.0 283.8 2.0
11 01 01 1 11 22.3 0.276 0.403 0.005 106. 333. -85.1 0.03 1.20 0.23 3.86 136. 10.0 284.2 2.0
11 01 01 1 12 27.7 0.182 0.490 0.005 153. 181. -19.6 0.03 1.20 0.22 2.33 159. 10.0 284.9 2.0
11 01 01 1 13 28.0 0.295 0.563 0.005 230. 368. -82.6 0.03 1.20 0.22 4.12 155. 10.0 284.2 2.0
11 01 01 1 14 23.4 0.313 0.565 0.005 278. 403. -118.7 0.03 1.20 0.23 4.44 143. 10.0 283.1 2.0
11 01 01 1 15 14.8 0.309 0.500 0.005 305. 396. -181.2 0.03 1.20 0.25 4.44 139. 10.0 283.8 2.0
11 01 01 1 16 2.1 0.166 0.262 0.005 309. 167. -197.4 0.03 1.20 0.33 2.39 166. 10.0 283.8 2.0
11 01 01 1 17 -7.2 0.144 -9.000 -9.000 -999. 126. 37.5 0.03 1.20 0.56 2.61 153. 10.0 282.5 2.0
11 01 01 1 18 -1.4 0.043 -9.000 -9.000 -999. 29. 4.9 0.03 1.20 1.00 1.26 234. 10.0 282.0 2.0
11 01 01 1 19 -7.0 0.124 -9.000 -9.000 -999. 101. 24.7 0.03 1.20 1.00 2.47 138. 10.0 282.0 2.0
11 01 01 1 20 -7.8 0.138 -9.000 -9.000 -999. 118. 30.3 0.03 1.20 1.00 2.61 123. 10.0 281.4 2.0
11 01 01 1 21 -8.4 0.148 -9.000 -9.000 -999. 131. 34.9 0.03 1.20 1.00 2.72 126. 10.0 281.4 2.0
11 01 01 1 22 -1.4 0.042 -9.000 -9.000 -999. 31. 4.9 0.03 1.20 1.00 1.25 174. 10.0 281.4 2.0
11 01 01 1 23 -1.7 0.046 -9.000 -9.000 -999. 23. 5.4 0.03 1.20 1.00 1.37 248. 10.0 280.9 2.0
11 01 01 1 24 -2.3 0.055 -9.000 -9.000 -999. 29. 6.3 0.03 1.20 1.00 1.62 105. 10.0 281.4 2.0
First hour of profile data
YR MO DY HR HEIGHT F WDIR WSPD AMB_TMP sigmaA sigmaW sigmaV
11 01 01 01 10.0 1 130. 2.16 278.2 99.0 -99.00 -99.00
F indicates top of profile (=1) or below (=0)
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 37
**MODELOPTs: RegDFAULT CONC ELEV
*** THE PERIOD ( 8760 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0000421 , L0000422 , L0000423 , L0000424 , L0000425 ,
L0000426 , L0000427 , L0000428 , L0000429 , L0000430 , L0000431 , L0000432 , L0000433 ,
L0000434 , L0000435 , L0000436 , L0000437 , L0000438 , L0000439 , L0000440 , L0000441 ,
L0000442 , L0000443 , L0000444 , L0000445 , L0000446 , L0000447 , L0000448 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF DPM IN MICROGRAMS/M**3 **
X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
711099.71 3903219.44 0.02727 711108.62 3903219.44 0.03163
711090.80 3903227.64 0.02290 711099.71 3903227.64 0.02577
711108.62 3903227.64 0.02957 711072.98 3903235.84 0.01812
711081.89 3903235.84 0.01981 711090.80 3903235.84 0.02186
711099.71 3903235.84 0.02444 711108.62 3903235.84 0.02779
711117.53 3903235.84 0.03235 711064.07 3903244.04 0.01618
711072.98 3903244.04 0.01749 711081.89 3903244.04 0.01904
711090.80 3903244.04 0.02092 711099.71 3903244.04 0.02325
711108.62 3903244.04 0.02622 711117.53 3903244.04 0.03018
711055.16 3903252.24 0.01463 711064.07 3903252.24 0.01568
711072.98 3903252.24 0.01690 711081.89 3903252.24 0.01834
711090.80 3903252.24 0.02006 711099.71 3903252.24 0.02218
711108.62 3903252.24 0.02484 711117.53 3903252.24 0.02832
711126.44 3903252.24 0.03310 711037.34 3903260.44 0.01260
711046.25 3903260.44 0.01336 711055.16 3903260.44 0.01423
711064.07 3903260.44 0.01521 711072.98 3903260.44 0.01635
711081.89 3903260.44 0.01769 711090.80 3903260.44 0.01928
711099.71 3903260.44 0.02121 711108.62 3903260.44 0.02361
711117.53 3903260.44 0.02670 711126.44 3903260.44 0.03083
711028.43 3903268.64 0.01165 711037.34 3903268.64 0.01230
711046.25 3903268.64 0.01303 711055.16 3903268.64 0.01384
711064.07 3903268.64 0.01477 711072.98 3903268.64 0.01584
711081.89 3903268.64 0.01709 711090.80 3903268.64 0.01856
711099.71 3903268.64 0.02033 711108.62 3903268.64 0.02251
711117.53 3903268.64 0.02526 711126.44 3903268.64 0.02888
711019.52 3903276.84 0.01084 711028.43 3903276.84 0.01140
711037.34 3903276.84 0.01202 711046.25 3903276.84 0.01271
711055.16 3903276.84 0.01348 711064.07 3903276.84 0.01436
711072.98 3903276.84 0.01536 711081.89 3903276.84 0.01653
711090.80 3903276.84 0.01789 711099.71 3903276.84 0.01952
711108.62 3903276.84 0.02151 711117.53 3903276.84 0.02399
711001.70 3903285.04 0.00969 711010.61 3903285.04 0.01014
711019.52 3903285.04 0.01062 711028.43 3903285.04 0.01115
711037.34 3903285.04 0.01174 711046.25 3903285.04 0.01240
711055.16 3903285.04 0.01314 711064.07 3903285.04 0.01397
711072.98 3903285.04 0.01491 711081.89 3903285.04 0.01600
711090.80 3903285.04 0.01727 711099.71 3903285.04 0.01878
711108.62 3903285.04 0.02060 710992.79 3903293.24 0.00912
711001.70 3903293.24 0.00952 711010.61 3903293.24 0.00994
711019.52 3903293.24 0.01041 711028.43 3903293.24 0.01092
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 38
**MODELOPTs: RegDFAULT CONC ELEV
*** THE PERIOD ( 8760 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0000421 , L0000422 , L0000423 , L0000424 , L0000425 ,
L0000426 , L0000427 , L0000428 , L0000429 , L0000430 , L0000431 , L0000432 , L0000433 ,
L0000434 , L0000435 , L0000436 , L0000437 , L0000438 , L0000439 , L0000440 , L0000441 ,
L0000442 , L0000443 , L0000444 , L0000445 , L0000446 , L0000447 , L0000448 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF DPM IN MICROGRAMS/M**3 **
X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
711037.34 3903293.24 0.01149 711046.25 3903293.24 0.01211
711055.16 3903293.24 0.01281 711064.07 3903293.24 0.01360
711072.98 3903293.24 0.01449 711081.89 3903293.24 0.01551
711090.80 3903293.24 0.01670 711099.71 3903293.24 0.01810
710983.88 3903301.44 0.00862 710992.79 3903301.44 0.00897
711001.70 3903301.44 0.00935 711010.61 3903301.44 0.00976
711019.52 3903301.44 0.01021 711028.43 3903301.44 0.01070
711037.34 3903301.44 0.01124 711046.25 3903301.44 0.01183
711055.16 3903301.44 0.01250 711064.07 3903301.44 0.01325
711072.98 3903301.44 0.01409 711081.89 3903301.44 0.01505
710966.06 3903309.64 0.00788 710974.97 3903309.64 0.00817
710983.88 3903309.64 0.00848 710992.79 3903309.64 0.00882
711001.70 3903309.64 0.00918 711010.61 3903309.64 0.00958
711019.52 3903309.64 0.01001 711028.43 3903309.64 0.01048
711037.34 3903309.64 0.01100 711046.25 3903309.64 0.01157
711055.16 3903309.64 0.01221 711064.07 3903309.64 0.01291
711072.98 3903309.64 0.01371 710966.06 3903317.84 0.00776
710974.97 3903317.84 0.00804 710983.88 3903317.84 0.00834
710992.79 3903317.84 0.00867 711001.70 3903317.84 0.00902
711010.61 3903317.84 0.00941 711019.52 3903317.84 0.00982
711028.43 3903317.84 0.01027 711037.34 3903317.84 0.01077
711046.25 3903317.84 0.01132 711055.16 3903317.84 0.01192
711064.07 3903317.84 0.01260 710966.06 3903326.04 0.00764
710974.97 3903326.04 0.00792 710983.88 3903326.04 0.00821
710992.79 3903326.04 0.00853 711001.70 3903326.04 0.00887
711010.61 3903326.04 0.00924 711019.52 3903326.04 0.00964
711028.43 3903326.04 0.01008 711037.34 3903326.04 0.01055
711046.25 3903326.04 0.01108 710974.97 3903334.24 0.00780
710983.88 3903334.24 0.00809 710992.79 3903334.24 0.00839
711001.70 3903334.24 0.00872 711010.61 3903334.24 0.00908
711019.52 3903334.24 0.00946 711028.43 3903334.24 0.00988
711037.34 3903334.24 0.01034 710974.97 3903342.44 0.00769
710983.88 3903342.44 0.00796 710992.79 3903342.44 0.00826
711001.70 3903342.44 0.00858 711010.61 3903342.44 0.00892
711019.52 3903342.44 0.00929 711028.43 3903342.44 0.00970
710974.97 3903350.64 0.00757 710983.88 3903350.64 0.00784
710992.79 3903350.64 0.00813 711001.70 3903350.64 0.00844
711010.61 3903350.64 0.00877 710983.88 3903358.84 0.00772
710992.79 3903358.84 0.00800 711001.70 3903358.84 0.00830
710983.88 3903367.04 0.00761 710992.79 3903367.04 0.00788
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 39
**MODELOPTs: RegDFAULT CONC ELEV
*** THE PERIOD ( 8760 HRS) AVERAGE CONCENTRATION VALUES FOR SOURCE GROUP: ALL ***
INCLUDING SOURCE(S): L0000421 , L0000422 , L0000423 , L0000424 , L0000425 ,
L0000426 , L0000427 , L0000428 , L0000429 , L0000430 , L0000431 , L0000432 , L0000433 ,
L0000434 , L0000435 , L0000436 , L0000437 , L0000438 , L0000439 , L0000440 , L0000441 ,
L0000442 , L0000443 , L0000444 , L0000445 , L0000446 , L0000447 , L0000448 , . . . ,
*** DISCRETE CARTESIAN RECEPTOR POINTS ***
** CONC OF DPM IN MICROGRAMS/M**3 **
X-COORD (M) Y-COORD (M) CONC X-COORD (M) Y-COORD (M) CONC
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
-
711105.92 3903211.30 0.03228 711121.73 3903242.72 0.03294
711134.84 3903268.80 0.03350
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 40
**MODELOPTs: RegDFAULT CONC ELEV
*** THE SUMMARY OF MAXIMUM PERIOD ( 8760 HRS) RESULTS ***
** CONC OF DPM IN MICROGRAMS/M**3 **
NETWORK
GROUP ID AVERAGE CONC RECEPTOR (XR, YR, ZELEV, ZHILL, ZFLAG) OF TYPE GRID-ID
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
ALL 1ST HIGHEST VALUE IS 0.03350 AT ( 711134.84, 3903268.80, 40.00, 284.00, 0.00) DC
2ND HIGHEST VALUE IS 0.03310 AT ( 711126.44, 3903252.24, 40.00, 288.00, 0.00) DC
3RD HIGHEST VALUE IS 0.03294 AT ( 711121.73, 3903242.72, 40.00, 288.00, 0.00) DC
4TH HIGHEST VALUE IS 0.03235 AT ( 711117.53, 3903235.84, 40.00, 288.00, 0.00) DC
5TH HIGHEST VALUE IS 0.03228 AT ( 711105.92, 3903211.30, 40.00, 293.00, 0.00) DC
6TH HIGHEST VALUE IS 0.03163 AT ( 711108.62, 3903219.44, 40.00, 293.00, 0.00) DC
7TH HIGHEST VALUE IS 0.03083 AT ( 711126.44, 3903260.44, 40.00, 288.00, 0.00) DC
8TH HIGHEST VALUE IS 0.03018 AT ( 711117.53, 3903244.04, 40.00, 288.00, 0.00) DC
9TH HIGHEST VALUE IS 0.02957 AT ( 711108.62, 3903227.64, 40.00, 293.00, 0.00) DC
10TH HIGHEST VALUE IS 0.02888 AT ( 711126.44, 3903268.64, 40.00, 285.00, 0.00) DC
*** RECEPTOR TYPES: GC = GRIDCART
GP = GRIDPOLR
DC = DISCCART
DP = DISCPOLR
AppendixB–SampleAERMODADOOutputFile
*** AERMOD - VERSION 13350 *** *** TownPlace Suites Hotel - Calle Joaquin, San Luis Obispo, CA *** 05/02/14
*** AERMET - VERSION 12345 *** *** Impacts of DPM Emissions, Ground Level *** 16:50:49
PAGE 41
**MODELOPTs: RegDFAULT CONC ELEV
*** Message Summary : AERMOD Model Execution ***
--------- Summary of Total Messages --------
A Total of 0 Fatal Error Message(s)
A Total of 9 Warning Message(s)
A Total of 331 Informational Message(s)
A Total of 8760 Hours Were Processed
A Total of 44 Calm Hours Identified
A Total of 287 Missing Hours Identified ( 3.28 Percent)
******** FATAL ERROR MESSAGES ********
*** NONE ***
******** WARNING MESSAGES ********
ME W396 889 MEOPEN: Met data from outdated version of AERMET, version: 12345
MX W441 8025 METQA: Vert Pot Temp Grad abv ZI set to min .005, KURDAT= 11120109
MX W441 8026 METQA: Vert Pot Temp Grad abv ZI set to min .005, KURDAT= 11120110
MX W441 8027 METQA: Vert Pot Temp Grad abv ZI set to min .005, KURDAT= 11120111
MX W441 8028 METQA: Vert Pot Temp Grad abv ZI set to min .005, KURDAT= 11120112
MX W441 8029 METQA: Vert Pot Temp Grad abv ZI set to min .005, KURDAT= 11120113
MX W441 8030 METQA: Vert Pot Temp Grad abv ZI set to min .005, KURDAT= 11120114
MX W441 8031 METQA: Vert Pot Temp Grad abv ZI set to min .005, KURDAT= 11120115
MX W441 8032 METQA: Vert Pot Temp Grad abv ZI set to min .005, KURDAT= 11120116
************************************
*** AERMOD Finishes Successfully ***
************************************
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AppendixDͲTotalCancerRiskCharacterization
GroundLevel
CalleJoaquinHotel
"TypeB"ReceptorCancerRiskAnalysis
ReceptorHeight GroundLevel
CancerRiskUnitFactors MaxRisk
DPM 690.753288 (ug/m3)Ͳ1 29.30753701
TOG 4.7603 (ug/m3)Ͳ1
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million) X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million)
711099.71 3903219.44 0.02727 18.83684215 1.04917 4.994363951 23.83120611 711090.80 3903293.24 0.0167 11.5355799 0.63467 3.021219601 14.55679951
711090.80 3903227.64 0.0229 15.81825029 0.87697 4.174640291 19.99289058 710983.88 3903301.44 0.00862 5.95429334 0.32241 1.534768323 7.489061663
711108.62 3903227.64 0.02957 20.42557472 1.13978 5.425694734 25.85126945 711001.70 3903301.44 0.00935 6.45854324 0.3503 1.66753309 8.12607633
711081.89 3903235.84 0.01981 13.68382263 0.75581 3.597882343 17.28170497 711019.52 3903301.44 0.01021 7.052591067 0.38329 1.824575387 8.877166454
711099.71 3903235.84 0.02444 16.88201035 0.9375 4.46278125 21.3447916 711037.34 3903301.44 0.01124 7.764066953 0.423 2.0136069 9.777673853
711117.53 3903235.84 0.03235 22.34586886 1.24977 5.949280131 28.29514899 711055.16 3903301.44 0.0125 8.634416096 0.47177 2.245766731 10.88018283
711072.98 3903244.04 0.01749 12.081275 0.6654 3.16750362 15.24877862 711072.98 3903301.44 0.01409 9.732713823 0.53333 2.538810799 12.27152462
711090.80 3903244.04 0.02092 14.45055878 0.79943 3.805526629 18.25608541 710966.06 3903309.64 0.00788 5.443135907 0.29389 1.399004567 6.842140474
711108.62 3903244.04 0.02622 18.1115512 1.00779 4.797382737 22.90893394 710983.88 3903309.64 0.00848 5.857587879 0.31707 1.509348321 7.3669362
711055.16 3903252.24 0.01463 10.1057206 0.5543 2.63863429 12.74435489 711001.70 3903309.64 0.00918 6.341115181 0.344 1.6375432 7.978658381
711072.98 3903252.24 0.0169 11.67373056 0.64248 3.058397544 14.73212811 711019.52 3903309.64 0.01001 6.91444041 0.37576 1.788730328 8.703170738
711090.80 3903252.24 0.02006 13.85651095 0.76591 3.645961373 17.50247232 711037.34 3903309.64 0.011 7.598286164 0.41383 1.969954949 9.568241113
711108.62 3903252.24 0.02484 17.15831167 0.9534 4.53847002 21.69678169 711055.16 3903309.64 0.01221 8.434097642 0.46037 2.191499311 10.62559695
711126.44 3903252.24 0.0331 22.86393382 1.27959 6.091232277 28.9551661 711072.98 3903309.64 0.01371 9.470227574 0.51872 2.469262816 11.93949039
711046.25 3903260.44 0.01336 9.228463923 0.50511 2.404475133 11.63293906 710974.97 3903317.84 0.00804 5.553656433 0.30026 1.429327678 6.982984111
711064.07 3903260.44 0.01521 10.50635751 0.57684 2.745931452 13.25228896 710992.79 3903317.84 0.00867 5.988831004 0.3244 1.54424132 7.533072324
711081.89 3903260.44 0.01769 12.21942566 0.67318 3.204538754 15.42396441 711010.61 3903317.84 0.00941 6.499988437 0.35257 1.678338971 8.178327408
711099.71 3903260.44 0.02121 14.65087723 0.81075 3.859413225 18.51029046 711028.43 3903317.84 0.01027 7.094036264 0.38593 1.837142579 8.931178843
711117.53 3903260.44 0.0267 18.44311278 1.02634 4.885686302 23.32879908 711046.25 3903317.84 0.01132 7.819327216 0.42612 2.028459036 9.847786252
711028.43 3903268.64 0.01165 8.047275801 0.43906 2.090057318 10.13733312 711064.07 3903317.84 0.0126 8.703491425 0.47558 2.263903474 10.9673949
711046.25 3903268.64 0.01303 9.000515338 0.49207 2.342400821 11.34291616 710974.97 3903326.04 0.00792 5.470766038 0.29559 1.407097077 6.877863115
711064.07 3903268.64 0.01477 10.20242606 0.55975 2.664577925 12.86700398 710992.79 3903326.04 0.00853 5.892125544 0.31896 1.518345288 7.410470832
711081.89 3903268.64 0.01709 11.80497369 0.64971 3.092814513 14.8977882 711010.61 3903326.04 0.00924 6.382560378 0.34616 1.647825448 8.030385826
711099.71 3903268.64 0.02033 14.04301434 0.77623 3.695087669 17.73810201 711028.43 3903326.04 0.01008 6.96279314 0.37827 1.800678681 8.763471821
711117.53 3903268.64 0.02526 17.44842805 0.96983 4.616681749 22.0651098 711046.25 3903326.04 0.01108 7.653546427 0.41679 1.984045437 9.637591864
711019.52 3903276.84 0.01084 7.487765638 0.40775 1.941012325 9.428777963 710983.88 3903334.24 0.00809 5.588194097 0.30197 1.437467791 7.025661888
711037.34 3903276.84 0.01202 8.302854518 0.45306 2.156701518 10.45955604 711001.70 3903334.24 0.00872 6.023368668 0.32632 1.553381096 7.576749764
711055.16 3903276.84 0.01348 9.311354318 0.50966 2.426134498 11.73748882 711019.52 3903334.24 0.00946 6.534526101 0.35477 1.688811631 8.223337732
711072.98 3903276.84 0.01536 10.6099705 0.58266 2.773636398 13.3836069 711037.34 3903334.24 0.01034 7.142388995 0.3885 1.84937655 8.991765545
711090.80 3903276.84 0.01789 12.35757632 0.68107 3.242097521 15.59967384 710983.88 3903342.44 0.00796 5.49839617 0.29721 1.414808763 6.913204933
711108.62 3903276.84 0.02151 14.85810322 0.82234 3.914585102 18.77268832 711001.70 3903342.44 0.00858 5.926663208 0.32079 1.527056637 7.453719845
711001.70 3903285.04 0.00969 6.693399358 0.36357 1.730702271 8.424101629 711019.52 3903342.44 0.00929 6.417098042 0.34825 1.657774475 8.074872517
711019.52 3903285.04 0.01062 7.335799915 0.39926 1.900597378 9.236397293 710974.97 3903350.64 0.00757 5.229002388 0.2823 1.34383269 6.572835078
711037.34 3903285.04 0.01174 8.109443597 0.44258 2.106813574 10.21625717 710992.79 3903350.64 0.00813 5.615824229 0.30359 1.445179477 7.061003706
711055.16 3903285.04 0.01314 9.0764982 0.49637 2.362870111 11.43936831 711010.61 3903350.64 0.00877 6.057906333 0.32817 1.562187651 7.620093984
711072.98 3903285.04 0.01491 10.29913152 0.56521 2.690569163 12.98970068 710992.79 3903358.84 0.008 5.526026301 0.29875 1.422139625 6.948165926
711090.80 3903285.04 0.01727 11.92930928 0.65702 3.127612306 15.05692158 710983.88 3903367.04 0.00761 5.256632519 0.28368 1.350401904 6.607034423
711108.62 3903285.04 0.0206 14.22951773 0.78677 3.745261231 17.97477896 711046.25 3903293.24 0.01211 8.365022314 0.45674 2.174219422 10.53924174
711001.70 3903293.24 0.00952 6.575971299 0.35681 1.698522643 8.274493942 711064.07 3903293.24 0.0136 9.394244712 0.5142 2.44774626 11.84199097
711019.52 3903293.24 0.01041 7.190741725 0.39112 1.861848536 9.052590261 711081.89 3903293.24 0.01551 10.71358349 0.58852 2.801531756 13.51511525
711108.62 3903219.44 0.03163 21.84852649 1.22143 5.814373229 27.66289972 711099.71 3903293.24 0.0181 12.50263451 0.68907 3.280179921 15.78281443
711099.71 3903227.64 0.02577 17.80071222 0.98992 4.712316176 22.5130284 710992.79 3903301.44 0.00897 6.19605699 0.33579 1.598461137 7.794518127
711072.98 3903235.84 0.01812 12.51644957 0.69012 3.285178236 15.80162781 711010.61 3903301.44 0.00976 6.741752088 0.36607 1.742603021 8.484355109
711090.80 3903235.84 0.02186 15.09986687 0.83627 3.980896081 19.08076295 711028.43 3903301.44 0.0107 7.391060178 0.40218 1.914497454 9.305557632
711108.62 3903235.84 0.02779 19.19603386 1.06947 5.090998041 24.28703191 711046.25 3903301.44 0.01183 8.171611393 0.44606 2.123379418 10.29499081
711064.07 3903244.04 0.01618 11.17638819 0.6145 2.92520435 14.10159254 711064.07 3903301.44 0.01325 9.152481062 0.50064 2.383196592 11.53567765
711081.89 3903244.04 0.01904 13.1519426 0.72596 3.455787388 16.60772999 711081.89 3903301.44 0.01505 10.39583698 0.57068 2.716608004 13.11244498
711099.71 3903244.04 0.02325 16.06001394 0.89077 4.240332431 20.30034637 710974.97 3903309.64 0.00817 5.64345436 0.30506 1.452177118 7.095631478
711117.53 3903244.04 0.03018 20.84693422 1.1641 5.54146523 26.38839945 710992.79 3903309.64 0.00882 6.092443997 0.33001 1.570946603 7.6633906
711064.07 3903252.24 0.01568 10.83101155 0.59504 2.832568912 13.66358046 711010.61 3903309.64 0.00958 6.617416496 0.3592 1.70989976 8.327316256
711081.89 3903252.24 0.01834 12.6684153 0.69852 3.325164756 15.99358005 711028.43 3903309.64 0.01048 7.239094455 0.39389 1.875034567 9.114129022
711099.71 3903252.24 0.02218 15.32090792 0.84873 4.040209419 19.36111734 711046.25 3903309.64 0.01157 7.992015538 0.43587 2.074871961 10.0668875
711117.53 3903252.24 0.02832 19.56213311 1.09063 5.191725989 24.7538591 711064.07 3903309.64 0.01291 8.917624944 0.48779 2.322026737 11.23965168
711037.34 3903260.44 0.0126 8.703491425 0.4756 2.26399868 10.9674901 710966.06 3903317.84 0.00776 5.360245512 0.28942 1.377726026 6.737971538
711055.16 3903260.44 0.01423 9.829419284 0.53855 2.563659565 12.39307885 710983.88 3903317.84 0.00834 5.760882419 0.31189 1.484689967 7.245572386
711072.98 3903260.44 0.01635 11.29381625 0.62116 2.956907948 14.2507242 711001.70 3903317.84 0.00902 6.230594655 0.33792 1.608600576 7.839195231
711090.80 3903260.44 0.01928 13.31772339 0.73523 3.499915369 16.81763876 711019.52 3903317.84 0.00982 6.783197285 0.36851 1.754218153 8.537415438
711108.62 3903260.44 0.02361 16.30868512 0.90499 4.308023897 20.61670902 711037.34 3903317.84 0.01077 7.439412908 0.40504 1.928111912 9.36752482
711126.44 3903260.44 0.03083 21.29592386 1.18958 5.662757674 26.95868153 711055.16 3903317.84 0.01192 8.233779189 0.44949 2.139707247 10.37348644
711037.34 3903268.64 0.0123 8.496265438 0.46406 2.209064818 10.70533026 710966.06 3903326.04 0.00764 5.277355118 0.28508 1.357066324 6.634421442
711055.16 3903268.64 0.01384 9.560025501 0.5237 2.49296911 12.05299461 710983.88 3903326.04 0.00821 5.671084492 0.30685 1.460698055 7.131782547
711072.98 3903268.64 0.01584 10.94153208 0.60127 2.862225581 13.80375766 711001.70 3903326.04 0.00887 6.126981662 0.33203 1.580562409 7.707544071
711090.80 3903268.64 0.01856 12.82038102 0.70707 3.365865321 16.18624634 711019.52 3903326.04 0.00964 6.658861693 0.36152 1.720943656 8.379805349
711108.62 3903268.64 0.02251 15.54885651 0.86153 4.101141259 19.64999776 711037.34 3903326.04 0.01055 7.287447185 0.39661 1.887982583 9.175429768
711126.44 3903268.64 0.02888 19.94895495 1.11268 5.296690604 25.24564555 710974.97 3903334.24 0.0078 5.387875644 0.29104 1.385437712 6.773313356
711028.43 3903276.84 0.0114 7.874587479 0.42922 2.043215966 9.917803445 710992.79 3903334.24 0.00839 5.795420084 0.31369 1.493258507 7.288678591
711046.25 3903276.84 0.01271 8.779474286 0.47969 2.283468307 11.06294259 711010.61 3903334.24 0.00908 6.272039852 0.33997 1.618359191 7.890399043
711064.07 3903276.84 0.01436 9.919217211 0.54367 2.588032301 12.50724951 711028.43 3903334.24 0.00988 6.824642482 0.37088 1.765500064 8.590142546
711081.89 3903276.84 0.01653 11.41815185 0.62789 2.988944767 14.40709661 710974.97 3903342.44 0.00769 5.311892782 0.28662 1.364397186 6.676289968
711099.71 3903276.84 0.01952 13.48350418 0.74468 3.544900204 17.02840438 710992.79 3903342.44 0.00826 5.705622156 0.30857 1.468885771 7.174507927
711117.53 3903276.84 0.02399 16.57117137 0.91964 4.377762292 20.94893366 711010.61 3903342.44 0.00892 6.161519326 0.33397 1.589797391 7.751316717
711010.61 3903285.04 0.01014 7.004238337 0.3806 1.81177018 8.816008517 711028.43 3903342.44 0.0097 6.70030689 0.36377 1.731654331 8.431961221
711028.43 3903285.04 0.01115 7.701899158 0.41982 1.998469146 9.700368304 710983.88 3903350.64 0.00784 5.415505775 0.29258 1.392768574 6.808274349
711046.25 3903285.04 0.0124 8.565340767 0.46793 2.227487179 10.79282795 711001.70 3903350.64 0.00844 5.829957748 0.31542 1.501493826 7.331451574
711064.07 3903285.04 0.01397 9.649823429 0.52852 2.515913756 12.16573718 710983.88 3903358.84 0.00772 5.332615381 0.28807 1.371299621 6.703915002
711081.89 3903285.04 0.016 11.0520526 0.60754 2.892072662 13.94412526 711001.70 3903358.84 0.0083 5.733252288 0.31021 1.476692663 7.209944951
711099.71 3903285.04 0.01878 12.97234674 0.71575 3.407184725 16.37953147 710992.79 3903367.04 0.00788 5.443135907 0.29404 1.399718612 6.842854519
710992.79 3903293.24 0.00912 6.299669984 0.34178 1.626975334 7.926645318 711105.92 3903211.30 0.03228 22.29751613 1.2474 5.93799822 28.23551435
711010.61 3903293.24 0.00994 6.866087679 0.3732 1.77654396 8.642631639 711134.84 3903268.80 0.0335 23.14023514 1.29557 6.167301871 29.30753701
711028.43 3903293.24 0.01092 7.543025901 0.41082 1.955626446 9.498652347 711121.73 3903242.72 0.03294 22.7534133 1.27325 6.061051975 28.81446527
711037.34 3903293.24 0.01149 7.936755275 0.43257 2.059162971 9.995918246
711055.16 3903293.24 0.01281 8.848549615 0.48376 2.302842728 11.15139234
711072.98 3903293.24 0.01449 10.00901514 0.5488 2.61245264 12.62146778
ReceptorCoordinates ReceptorCoordinates
AppendixDͲTotalCancerRiskCharacterization
1stFloor
CalleJoaquinHotel
"TypeB"ReceptorCancerRiskAnalysis
ReceptorHeight 1stFloor
CancerRiskUnitFactors MaxRisk
DPM 690.753288 (ug/m3)Ͳ1 25.02241304
TOG 4.7603 (ug/m3)Ͳ1
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million) X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million)
711099.71 3903219.44 0.02433 16.80602749 0.92985 4.426364955 21.23239244 711090.80 3903293.24 0.01579 10.90699441 0.5971 2.84237513 13.74936954
711090.80 3903227.64 0.02097 14.48509644 0.79834 3.800337902 18.28543434 710983.88 3903301.44 0.00842 5.816142682 0.31396 1.494543788 7.31068647
711108.62 3903227.64 0.02599 17.95267795 0.99486 4.735832058 22.68851 711001.70 3903301.44 0.00911 6.292762451 0.34017 1.619311251 7.912073702
711081.89 3903235.84 0.01844 12.73749062 0.69995 3.331971985 16.06946261 711019.52 3903301.44 0.00991 6.845365081 0.37096 1.765880888 8.611245969
711099.71 3903235.84 0.02219 15.32781545 0.84575 4.026023725 19.35383918 711037.34 3903301.44 0.01087 7.508488237 0.40771 1.940821913 9.44931015
711117.53 3903235.84 0.02789 19.26510919 1.06959 5.091569277 24.35667847 711055.16 3903301.44 0.01203 8.309762051 0.45236 2.153369308 10.46313136
711072.98 3903244.04 0.01647 11.37670665 0.62352 2.968142256 14.3448489 711072.98 3903301.44 0.01348 9.311354318 0.50787 2.417613561 11.72896788
711090.80 3903244.04 0.01937 13.37989118 0.73593 3.503247579 16.88313876 710966.06 3903309.64 0.00771 5.325707848 0.287 1.3662061 6.691913948
711108.62 3903244.04 0.02355 16.26723992 0.89928 4.280842584 20.54808251 710983.88 3903309.64 0.00829 5.726344755 0.30893 1.470599479 7.196944234
711055.16 3903252.24 0.01396 9.642915896 0.52647 2.506155141 12.14907104 711001.70 3903309.64 0.00895 6.182241925 0.33428 1.591273084 7.773515009
711072.98 3903252.24 0.01596 11.02442247 0.6038 2.87426914 13.89869161 711019.52 3903309.64 0.00973 6.721029489 0.36396 1.732558788 8.453588277
711090.80 3903252.24 0.01866 12.88945635 0.70838 3.372101314 16.26155766 711037.34 3903309.64 0.01065 7.356522514 0.39927 1.900644981 9.257167495
711108.62 3903252.24 0.0225 15.54194897 0.858 4.0843374 19.62628637 711055.16 3903309.64 0.01176 8.123258663 0.44197 2.103909791 10.22716845
711126.44 3903252.24 0.02839 19.61048584 1.08897 5.183823891 24.79430973 711072.98 3903309.64 0.01314 9.0764982 0.49478 2.355301234 11.43179943
711046.25 3903260.44 0.01282 8.855457148 0.48247 2.296701941 11.15215909 710974.97 3903317.84 0.00787 5.436228374 0.29305 1.395005915 6.831234289
711064.07 3903260.44 0.01448 10.00210761 0.54645 2.601265935 12.60337354 710992.79 3903317.84 0.00847 5.850680347 0.31585 1.503540755 7.354221102
711081.89 3903260.44 0.01665 11.50104224 0.63024 3.000131472 14.50117371 711010.61 3903317.84 0.00916 6.327300115 0.34231 1.629498293 7.956798408
711099.71 3903260.44 0.01961 13.54567197 0.74521 3.547423163 17.09309513 711028.43 3903317.84 0.00998 6.893717811 0.37342 1.777591226 8.671309037
711117.53 3903260.44 0.02391 16.51591111 0.91307 4.346487121 20.86239823 711046.25 3903317.84 0.01095 7.5637485 0.4106 1.95457918 9.51832768
711028.43 3903268.64 0.01126 7.777882019 0.42242 2.010845926 9.788727945 711064.07 3903317.84 0.01212 8.371929847 0.45582 2.169839946 10.54176979
711046.25 3903268.64 0.01251 8.641323629 0.47071 2.240720813 10.88204444 710974.97 3903326.04 0.00775 5.353337979 0.28862 1.373917786 6.727255765
711064.07 3903268.64 0.01409 9.732713823 0.53135 2.529385405 12.26209923 710992.79 3903326.04 0.00833 5.753974886 0.31074 1.479215622 7.233190508
711081.89 3903268.64 0.01612 11.134943 0.61008 2.904163824 14.03910682 711010.61 3903326.04 0.009 6.216779589 0.33632 1.600984096 7.817763685
711099.71 3903268.64 0.01888 13.04142207 0.71693 3.412801879 16.45422395 711028.43 3903326.04 0.00979 6.762474686 0.3663 1.74369789 8.506172576
711117.53 3903268.64 0.02282 15.76299002 0.87058 4.144221974 19.907212 711046.25 3903326.04 0.01072 7.404875244 0.40201 1.913688203 9.318563447
711019.52 3903276.84 0.0105 7.252909521 0.39361 1.873701683 9.126611204 710983.88 3903334.24 0.00791 5.463858505 0.29467 1.402717601 6.866576106
711037.34 3903276.84 0.01159 8.005830604 0.43526 2.071968178 10.07779878 711001.70 3903334.24 0.00852 5.885218011 0.31767 1.512204501 7.397422512
711055.16 3903276.84 0.01293 8.93144001 0.48661 2.316409583 11.24784959 711019.52 3903334.24 0.00922 6.368745312 0.34438 1.639352114 8.008097426
711072.98 3903276.84 0.01461 10.09190553 0.55163 2.625924289 12.71782982 711037.34 3903334.24 0.01004 6.935163008 0.37582 1.789015946 8.724178954
711090.80 3903276.84 0.01682 11.6184703 0.63702 3.032406306 14.6508766 710983.88 3903342.44 0.00779 5.380968111 0.29017 1.381296251 6.762264362
711108.62 3903276.84 0.01985 13.71145276 0.75464 3.592312792 17.30376555 711001.70 3903342.44 0.00838 5.788512551 0.31247 1.487450941 7.275963492
711001.70 3903285.04 0.00943 6.513803503 0.35256 1.678291368 8.192094871 711019.52 3903342.44 0.00906 6.258224786 0.33829 1.610361887 7.868586673
711019.52 3903285.04 0.0103 7.114758863 0.38576 1.836333328 8.951092191 710974.97 3903350.64 0.00742 5.125389395 0.27602 1.313938006 6.439327401
711037.34 3903285.04 0.01134 7.833142282 0.42568 2.026364504 9.859506786 710992.79 3903350.64 0.00795 5.491488637 0.29622 1.410096066 6.901584703
711055.16 3903285.04 0.01261 8.710398958 0.47463 2.259381189 10.96978015 711010.61 3903350.64 0.00856 5.912848142 0.31942 1.520535026 7.433383168
711072.98 3903285.04 0.01421 9.815604218 0.53621 2.552520463 12.36812468 710992.79 3903358.84 0.00783 5.408598242 0.29164 1.388293892 6.796892134
711090.80 3903285.04 0.01629 11.25237106 0.6164 2.93424892 14.18661998 710983.88 3903367.04 0.00746 5.153019526 0.27734 1.320221602 6.473241128
711108.62 3903285.04 0.0191 13.19338779 0.72565 3.454311695 16.64769949 711046.25 3903293.24 0.01168 8.0679984 0.43864 2.088057992 10.15605639
711001.70 3903293.24 0.00927 6.403282977 0.34626 1.648301478 8.051584455 711064.07 3903293.24 0.01303 9.000515338 0.49071 2.335926813 11.33644215
711019.52 3903293.24 0.0101 6.976608205 0.37822 1.800440666 8.777048871 711081.89 3903293.24 0.01475 10.18861099 0.55681 2.650582643 12.83919364
711108.62 3903219.44 0.02741 18.93354762 1.05085 5.002361255 23.93590887 711099.71 3903293.24 0.017 11.74280589 0.64386 3.064966758 14.80777265
711099.71 3903227.64 0.02321 16.03238381 0.88582 4.216768946 20.24915275 710992.79 3903301.44 0.00875 6.044091267 0.32656 1.554523568 7.598614835
711072.98 3903235.84 0.01702 11.75662096 0.64466 3.068774998 14.82539595 711010.61 3903301.44 0.00949 6.5552487 0.35492 1.689525676 8.244774376
711090.80 3903235.84 0.02014 13.91177121 0.76584 3.645628152 17.55739937 711028.43 3903301.44 0.01037 7.163111593 0.38848 1.849281344 9.012392937
711108.62 3903235.84 0.02471 17.06851374 0.94469 4.497007807 21.56552155 711046.25 3903301.44 0.01142 7.888402545 0.42889 2.041645067 9.930047612
711064.07 3903244.04 0.01533 10.5892479 0.57948 2.758498644 13.34774654 711064.07 3903301.44 0.01271 8.779474286 0.4785 2.27780355 11.05727784
711081.89 3903244.04 0.0178 12.29540852 0.67499 3.213154897 15.50856342 711081.89 3903301.44 0.01434 9.905402145 0.54107 2.575655521 12.48105767
711099.71 3903244.04 0.02125 14.67850736 0.80931 3.852558393 18.53106576 710974.97 3903309.64 0.00799 5.519118768 0.29759 1.416617677 6.935736445
711117.53 3903244.04 0.02642 18.24970186 1.01185 4.816709555 23.06641142 710992.79 3903309.64 0.00861 5.947385807 0.32113 1.528675139 7.476060946
711064.07 3903252.24 0.01489 10.28531645 0.56248 2.677573544 12.96289 711010.61 3903309.64 0.00932 6.437820641 0.34851 1.659012153 8.096832794
711081.89 3903252.24 0.0172 11.88095655 0.65185 3.103001555 14.9839581 711028.43 3903309.64 0.01017 7.024960936 0.38081 1.812769843 8.837730779
711099.71 3903252.24 0.02039 14.08445954 0.77586 3.693326358 17.77778589 711046.25 3903309.64 0.01118 7.722621756 0.41955 1.997183865 9.719805621
711117.53 3903252.24 0.0251 17.33790752 0.95998 4.569792794 21.90770031 711064.07 3903309.64 0.01241 8.5722483 0.4669 2.22258407 10.79483237
711037.34 3903260.44 0.01212 8.371929847 0.45578 2.169649534 10.54157938 710966.06 3903317.84 0.0076 5.249724986 0.28277 1.346070031 6.595795017
711055.16 3903260.44 0.0136 9.394244712 0.51247 2.439510941 11.83375565 710983.88 3903317.84 0.00816 5.636546827 0.30405 1.447369215 7.083916042
711072.98 3903260.44 0.01548 10.69286089 0.58533 2.786346399 13.47920729 711001.70 3903317.84 0.0088 6.078628932 0.32857 1.564091771 7.642720703
711090.80 3903260.44 0.018 12.43355918 0.68281 3.250380443 15.68393962 711019.52 3903317.84 0.00955 6.596693897 0.35721 1.700426763 8.29712066
711108.62 3903260.44 0.02154 14.87882582 0.82052 3.905921356 18.78474717 711037.34 3903317.84 0.01044 7.211464323 0.39115 1.861991345 9.073455668
711126.44 3903260.44 0.02687 18.56054084 1.02925 4.899538775 23.46007961 711055.16 3903317.84 0.01151 7.950570341 0.43205 2.056687615 10.00725796
711037.34 3903268.64 0.01185 8.185426459 0.44528 2.119666384 10.30509284 710966.06 3903326.04 0.00749 5.173742125 0.27864 1.326409992 6.500152117
711055.16 3903268.64 0.01325 9.152481062 0.49919 2.376294157 11.52877522 710983.88 3903326.04 0.00803 5.5467489 0.2993 1.42475779 6.97150669
711072.98 3903268.64 0.01504 10.38892945 0.56797 2.703707591 13.09263704 711001.70 3903326.04 0.00866 5.981923471 0.32304 1.537767312 7.519690783
711090.80 3903268.64 0.01739 12.01219967 0.65913 3.137656539 15.14985621 711019.52 3903326.04 0.00938 6.479265838 0.35069 1.669389607 8.148655445
711108.62 3903268.64 0.02066 14.27096292 0.78614 3.742262242 18.01322517 711037.34 3903326.04 0.01024 7.073313666 0.38334 1.824813402 8.898127068
711126.44 3903268.64 0.0255 17.61420884 0.97571 4.644672313 22.25888115 710974.97 3903334.24 0.00764 5.277355118 0.28432 1.353448496 6.630803614
711028.43 3903276.84 0.01102 7.61210123 0.4134 1.96790802 9.58000925 710992.79 3903334.24 0.0082 5.664176959 0.30577 1.455556931 7.11973389
711046.25 3903276.84 0.01222 8.441005175 0.45953 2.187500659 10.62850583 711010.61 3903334.24 0.00885 6.113166596 0.33051 1.573326753 7.686493349
711064.07 3903276.84 0.01372 9.477135107 0.51707 2.461408321 11.93854343 711028.43 3903334.24 0.00961 6.638139095 0.35944 1.711042232 8.349181327
711081.89 3903276.84 0.01564 10.80338142 0.5912 2.81428936 13.61767078 710974.97 3903342.44 0.00753 5.201372256 0.28012 1.333455236 6.534827492
711099.71 3903276.84 0.01821 12.57861737 0.69074 3.288129622 15.86674699 710992.79 3903342.44 0.00808 5.581286564 0.30093 1.432517079 7.013803643
711117.53 3903276.84 0.02183 15.07914427 0.83196 3.960379188 19.03952346 711010.61 3903342.44 0.0087 6.009553603 0.32488 1.546526264 7.556079867
711010.61 3903285.04 0.00985 6.803919884 0.36843 1.753837329 8.557757213 711028.43 3903342.44 0.00944 6.520711036 0.3528 1.67943384 8.200144876
711028.43 3903285.04 0.0108 7.460135507 0.40477 1.926826631 9.386962138 710983.88 3903350.64 0.00768 5.304985249 0.28578 1.360398534 6.665383783
711046.25 3903285.04 0.01194 8.247594255 0.44884 2.136613052 10.38420731 711001.70 3903350.64 0.00825 5.698714623 0.30741 1.463363823 7.162078446
711064.07 3903285.04 0.01337 9.235371456 0.50355 2.397049065 11.63242052 710983.88 3903358.84 0.00757 5.229002388 0.28151 1.340072053 6.569074441
711081.89 3903285.04 0.01518 10.48563491 0.57348 2.729936844 13.21557175 711001.70 3903358.84 0.00812 5.608916696 0.30248 1.439895544 7.04881224
711099.71 3903285.04 0.01758 12.1434428 0.66648 3.172644744 15.31608754 710992.79 3903367.04 0.00772 5.332615381 0.28717 1.367015351 6.699630732
710992.79 3903293.24 0.0089 6.14770426 0.33217 1.581228851 7.728933111 711105.92 3903211.30 0.02785 19.23747906 1.06794 5.083714782 24.32119384
711010.61 3903293.24 0.00967 6.679584292 0.36156 1.721134068 8.40071836 711134.84 3903268.80 0.02865 19.79008169 1.09916 5.232331348 25.02241304
711028.43 3903293.24 0.01058 7.308169784 0.39647 1.887316141 9.195485925 711121.73 3903242.72 0.02828 19.53450298 1.08476 5.163783028 24.698286
711037.34 3903293.24 0.0111 7.667361493 0.4165 1.98266495 9.650026443
711055.16 3903293.24 0.01232 8.510080504 0.46324 2.205161372 10.71524188
711072.98 3903293.24 0.01383 9.553117968 0.52165 2.483210495 12.03632846
ReceptorCoordinates ReceptorCoordinates
AppendixDͲTotalCancerRiskCharacterization
2ndFloor
CalleJoaquinHotel
"TypeB"ReceptorCancerRiskAnalysis
ReceptorHeight 2ndFloor
CancerRiskUnitFactors MaxRisk
DPM 690.753288 (ug/m3)Ͳ1 16.66023947
TOG 4.7603 (ug/m3)Ͳ1
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million) X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million)
711099.71 3903219.44 0.0179 12.36448385 0.67252 3.201396956 15.56588081 711090.80 3903293.24 0.01361 9.401152245 0.50703 2.413614909 11.81476715
711090.80 3903227.64 0.0165 11.39742925 0.61782 2.941008546 14.33843779 710983.88 3903301.44 0.00805 5.560563966 0.29654 1.411619362 6.972183328
711108.62 3903227.64 0.01845 12.74439816 0.69441 3.305599923 16.04999808 711001.70 3903301.44 0.00863 5.961200873 0.31846 1.515965138 7.477166011
711081.89 3903235.84 0.0152 10.49944997 0.56755 2.701708265 13.20115824 711019.52 3903301.44 0.0093 6.424005575 0.34363 1.635781889 8.059787464
711099.71 3903235.84 0.01705 11.77734355 0.63932 3.043354996 14.82069855 711037.34 3903301.44 0.01008 6.96279314 0.37279 1.774592237 8.737385377
711117.53 3903235.84 0.01896 13.09668233 0.71533 3.405185399 16.50186773 711055.16 3903301.44 0.01098 7.584471099 0.4069 1.93696607 9.521437169
711072.98 3903244.04 0.01403 9.691268626 0.5231 2.49011293 12.18138156 711072.98 3903301.44 0.01204 8.316669584 0.44724 2.128996572 10.44566616
711090.80 3903244.04 0.0157 10.84482662 0.58699 2.794248497 13.63907511 710966.06 3903309.64 0.00744 5.13920446 0.27357 1.302275271 6.441479731
711108.62 3903244.04 0.01761 12.1641654 0.66132 3.148081596 15.31224699 710983.88 3903309.64 0.00794 5.484581104 0.29233 1.391578499 6.876159603
711055.16 3903252.24 0.01237 8.544618168 0.45984 2.188976352 10.73359452 711001.70 3903309.64 0.00851 5.878310478 0.31363 1.492972889 7.371283367
711072.98 3903252.24 0.01371 9.470227574 0.51092 2.432132476 11.90236005 711019.52 3903309.64 0.00915 6.320392582 0.33803 1.609124209 7.929516791
711090.80 3903252.24 0.01532 10.58234037 0.57236 2.724605308 13.30694568 711037.34 3903309.64 0.0099 6.838457548 0.36623 1.743364669 8.581822217
711108.62 3903252.24 0.01719 11.87404902 0.64471 3.069013013 14.94306203 711055.16 3903309.64 0.01077 7.439412908 0.39915 1.900073745 9.339486653
711126.44 3903252.24 0.01908 13.17957273 0.7201 3.42789203 16.60746476 711072.98 3903309.64 0.0118 8.150888795 0.43799 2.084963797 10.23585259
711046.25 3903260.44 0.01155 7.978200473 0.42875 2.040978625 10.0191791 710974.97 3903317.84 0.00758 5.235909921 0.27883 1.327314449 6.56322437
711064.07 3903260.44 0.01273 8.793289352 0.47357 2.254335271 11.04762462 710992.79 3903317.84 0.0081 5.59510163 0.29825 1.419759475 7.014861105
711081.89 3903260.44 0.01415 9.774159021 0.52737 2.510439411 12.28459843 711010.61 3903317.84 0.00868 5.995738537 0.32035 1.524962105 7.520700642
711099.71 3903260.44 0.01583 10.93462454 0.59197 2.817954791 13.75257933 711028.43 3903317.84 0.00936 6.465450773 0.34573 1.645778519 8.111229292
711117.53 3903260.44 0.01775 12.26087086 0.66672 3.173787216 15.43465807 711046.25 3903317.84 0.01014 7.004238337 0.37515 1.785826545 8.790064882
711028.43 3903268.64 0.01037 7.163111593 0.38394 1.827669582 8.990781175 711064.07 3903317.84 0.01105 7.632823829 0.40959 1.949771277 9.582595106
711046.25 3903268.64 0.01133 7.826234749 0.42025 2.000516075 9.826750824 710974.97 3903326.04 0.00748 5.166834592 0.27508 1.309463324 6.476297916
711064.07 3903268.64 0.01247 8.613693497 0.46335 2.205685005 10.8193785 710992.79 3903326.04 0.00798 5.512211236 0.29397 1.399385391 6.911596627
711081.89 3903268.64 0.01382 9.546210436 0.51501 2.451602103 11.99781254 711010.61 3903326.04 0.00855 5.90594061 0.31543 1.501541429 7.407482039
711099.71 3903268.64 0.01545 10.67213829 0.57715 2.747407145 13.41954544 711028.43 3903326.04 0.00921 6.361837779 0.34004 1.618692412 7.980530191
711117.53 3903268.64 0.01733 11.97075448 0.65007 3.094528221 15.0652827 711046.25 3903326.04 0.00996 6.879902745 0.36849 1.754122947 8.634025692
711019.52 3903276.84 0.00978 6.755567153 0.36152 1.720943656 8.476510809 710983.88 3903334.24 0.00762 5.263540052 0.28032 1.334407296 6.597947348
711037.34 3903276.84 0.01063 7.342707448 0.39383 1.874748949 9.217456397 711001.70 3903334.24 0.00814 5.622731762 0.29989 1.427566367 7.050298129
711055.16 3903276.84 0.01164 8.040368268 0.43189 2.055925967 10.09629424 711019.52 3903334.24 0.00873 6.030276201 0.32217 1.533625851 7.563902052
711072.98 3903276.84 0.01283 8.862364681 0.4772 2.27161516 11.13397984 711037.34 3903334.24 0.00941 6.499988437 0.34776 1.655441928 8.155430365
711090.80 3903276.84 0.01426 9.850141882 0.53162 2.530670686 12.38081257 710983.88 3903342.44 0.00752 5.194464723 0.2765 1.31622295 6.510687673
711108.62 3903276.84 0.01596 11.02442247 0.59692 2.841518276 13.86594075 711001.70 3903342.44 0.00802 5.539841367 0.29554 1.406859062 6.946700429
711001.70 3903285.04 0.0089 6.14770426 0.32854 1.563948962 7.711653222 711019.52 3903342.44 0.0086 5.940478274 0.31717 1.509824351 7.450302625
711019.52 3903285.04 0.00961 6.638139095 0.35537 1.691667811 8.329806906 710974.97 3903350.64 0.0072 4.973423671 0.2643 1.25814729 6.231570961
711037.34 3903285.04 0.01044 7.211464323 0.38658 1.840236774 9.051701097 710992.79 3903350.64 0.00766 5.291170184 0.28175 1.341214525 6.632384709
711055.16 3903285.04 0.01141 7.881495012 0.42325 2.014796975 9.896291987 711010.61 3903350.64 0.00818 5.650361893 0.30146 1.435040038 7.085401931
711072.98 3903285.04 0.01256 8.675861293 0.46682 2.222203246 10.89806454 710992.79 3903358.84 0.00756 5.222094855 0.27785 1.322649355 6.54474421
711090.80 3903285.04 0.01393 9.622193297 0.51908 2.470976524 12.09316982 710983.88 3903367.04 0.00723 4.99414627 0.26553 1.264002459 6.258148729
711108.62 3903285.04 0.01557 10.75502869 0.58191 2.770066173 13.52509486 711046.25 3903293.24 0.0107 7.391060178 0.39652 1.887554156 9.278614334
711001.70 3903293.24 0.00877 6.057906333 0.32343 1.539623829 7.597530162 711064.07 3903293.24 0.01172 8.095628532 0.43497 2.070587691 10.16621622
711019.52 3903293.24 0.00946 6.534526101 0.34941 1.663296423 8.197822524 711081.89 3903293.24 0.01292 8.924532477 0.48078 2.288657034 11.21318951
711108.62 3903219.44 0.01884 13.01379194 0.71035 3.381479105 16.39527104 711099.71 3903293.24 0.01437 9.926124744 0.53583 2.550711549 12.47683629
711099.71 3903227.64 0.01747 12.06745994 0.65585 3.122042755 15.18950269 710992.79 3903301.44 0.00833 5.753974886 0.30713 1.462030939 7.216005825
711072.98 3903235.84 0.01437 9.926124744 0.53578 2.550473534 12.47659828 711010.61 3903301.44 0.00896 6.189149458 0.3306 1.57375518 7.762904638
711090.80 3903235.84 0.01609 11.1142204 0.60216 2.866462248 13.98068265 711028.43 3903301.44 0.00968 6.686491825 0.35766 1.702568898 8.389060723
711108.62 3903235.84 0.01804 12.46118931 0.678 3.2274834 15.68867271 711046.25 3903301.44 0.01051 7.259817053 0.38916 1.852518348 9.112335401
711064.07 3903244.04 0.0133 9.187018726 0.49527 2.357633781 11.54465251 711064.07 3903301.44 0.01149 7.936755275 0.4262 2.02883986 9.965595135
711081.89 3903244.04 0.01483 10.24387126 0.55362 2.635397286 12.87926854 711081.89 3903301.44 0.01265 8.738029089 0.47024 2.238483472 10.97651256
711099.71 3903244.04 0.01664 11.49413471 0.62313 2.966285739 14.46042045 710974.97 3903309.64 0.00768 5.304985249 0.28267 1.345594001 6.65057925
711117.53 3903244.04 0.01858 12.83419608 0.69967 3.330639101 16.16483519 710992.79 3903309.64 0.00821 5.671084492 0.30263 1.440609589 7.111694081
711064.07 3903252.24 0.01301 8.986700273 0.4842 2.30493726 11.29163753 711010.61 3903309.64 0.00882 6.092443997 0.3254 1.54900162 7.641445617
711081.89 3903252.24 0.01448 10.00210761 0.54024 2.571704472 12.57381208 711028.43 3903309.64 0.00951 6.569063766 0.3516 1.67372148 8.242785246
711099.71 3903252.24 0.01623 11.21092586 0.6073 2.89093019 14.10185605 711046.25 3903309.64 0.01032 7.128573929 0.38203 1.818577409 8.947151338
711117.53 3903252.24 0.01817 12.55098724 0.6834 3.25318902 15.80417626 711064.07 3903309.64 0.01126 7.777882019 0.41774 1.988567722 9.766449741
711037.34 3903260.44 0.01104 7.625916296 0.40913 1.947581539 9.573497835 710966.06 3903317.84 0.00735 5.077036664 0.26997 1.285138191 6.362174855
711055.16 3903260.44 0.01212 8.371929847 0.45016 2.142896648 10.51482649 710983.88 3903317.84 0.00783 5.408598242 0.28824 1.372108872 6.780707114
711072.98 3903260.44 0.01341 9.263001588 0.49923 2.376484569 11.63948616 711001.70 3903317.84 0.00838 5.788512551 0.30893 1.470599479 7.25911203
711090.80 3903260.44 0.01495 10.32676165 0.55824 2.657389872 12.98415152 711019.52 3903317.84 0.00901 6.223687122 0.33259 1.583228177 7.806915299
711108.62 3903260.44 0.01677 11.58393263 0.6284 2.99137252 14.57530515 711037.34 3903317.84 0.00973 6.721029489 0.35988 1.713136764 8.434166253
711126.44 3903260.44 0.01871 12.92399401 0.70479 3.355011837 16.27900585 711055.16 3903317.84 0.01057 7.301262251 0.39167 1.864466701 9.165728952
711037.34 3903268.64 0.01083 7.480858105 0.40134 1.910498802 9.391356907 710966.06 3903326.04 0.00725 5.007961336 0.26644 1.268334332 6.276295668
711055.16 3903268.64 0.01187 8.199241525 0.44085 2.098578255 10.29781978 710983.88 3903326.04 0.00772 5.332615381 0.28423 1.353020069 6.68563545
711072.98 3903268.64 0.01311 9.055775601 0.48799 2.322978797 11.3787544 711001.70 3903326.04 0.00826 5.705622156 0.30435 1.448797305 7.154419461
711090.80 3903268.64 0.0146 10.084998 0.54468 2.592840204 12.6778382 711019.52 3903326.04 0.00887 6.126981662 0.3273 1.55804619 7.685027852
711108.62 3903268.64 0.01636 11.30072379 0.61242 2.915302926 14.21602671 711037.34 3903326.04 0.00957 6.610508963 0.35373 1.683860919 8.294369882
711126.44 3903268.64 0.01831 12.6476927 0.68869 3.278371007 15.9260637 710974.97 3903334.24 0.00738 5.097759263 0.27141 1.291993023 6.389752286
711028.43 3903276.84 0.01019 7.038776001 0.37704 1.794823512 8.833599513 710992.79 3903334.24 0.00787 5.436228374 0.2898 1.37953494 6.815763314
711046.25 3903276.84 0.01111 7.674269026 0.41206 1.961529218 9.635798244 711010.61 3903334.24 0.00843 5.823050215 0.31065 1.478787195 7.30183741
711064.07 3903276.84 0.01221 8.434097642 0.45352 2.158891256 10.5929889 711028.43 3903334.24 0.00906 6.258224786 0.33451 1.592367953 7.850592739
711081.89 3903276.84 0.01351 9.332076916 0.50314 2.395097342 11.72717426 710974.97 3903342.44 0.00729 5.035591467 0.26782 1.274903546 6.310495013
711099.71 3903276.84 0.01507 10.40965205 0.56284 2.679287252 13.0889393 710992.79 3903342.44 0.00776 5.360245512 0.28573 1.360160519 6.720406031
711117.53 3903276.84 0.01691 11.68063809 0.63364 3.016316492 14.69695459 711010.61 3903342.44 0.0083 5.733252288 0.306 1.4566518 7.189904088
711010.61 3903285.04 0.00925 6.389467911 0.34147 1.625499641 8.014967552 711028.43 3903342.44 0.00892 6.161519326 0.32914 1.566805142 7.728324468
711028.43 3903285.04 0.01001 6.91444041 0.37036 1.763024708 8.677465118 710983.88 3903350.64 0.00742 5.125389395 0.27277 1.298467031 6.423856426
711046.25 3903285.04 0.0109 7.529210836 0.40415 1.923875245 9.453086081 711001.70 3903350.64 0.00791 5.463858505 0.29129 1.386627787 6.850486292
711064.07 3903285.04 0.01196 8.261409321 0.44407 2.113906421 10.37531574 710983.88 3903358.84 0.00732 5.056314066 0.26911 1.281044333 6.337358399
711081.89 3903285.04 0.01321 9.12485093 0.49173 2.340782319 11.46563325 711001.70 3903358.84 0.0078 5.387875644 0.28714 1.366872542 6.754748186
711099.71 3903285.04 0.01472 10.16788839 0.54908 2.613785524 12.78167392 710992.79 3903367.04 0.00745 5.146111993 0.27405 1.304560215 6.450672208
710992.79 3903293.24 0.00846 5.843772814 0.31176 1.484071128 7.327843942 711105.92 3903211.30 0.01894 13.08286727 0.71466 3.401995998 16.48486327
711010.61 3903293.24 0.0091 6.285854918 0.33595 1.599222785 7.885077703 711134.84 3903268.80 0.01914 13.22101793 0.72248 3.439221544 16.66023947
711028.43 3903293.24 0.00984 6.797012351 0.36391 1.732320773 8.529333124 711121.73 3903242.72 0.01905 13.15885013 0.71907 3.422988921 16.58183905
711037.34 3903293.24 0.01026 7.087128732 0.37957 1.806867071 8.893995803
711055.16 3903293.24 0.01119 7.729529289 0.41493 1.975191279 9.704720568
711072.98 3903293.24 0.01229 8.489357905 0.45684 2.174695452 10.66405336
ReceptorCoordinates ReceptorCoordinates
AppendixDͲTotalCancerRiskCharacterization
3rdFloor
CalleJoaquinHotel
"TypeB"ReceptorCancerRiskAnalysis
ReceptorHeight 3rdFloor
CancerRiskUnitFactors MaxRisk
DPM 690.753288 (ug/m3)Ͳ1 9.497837998
TOG 4.7603 (ug/m3)Ͳ1
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million) X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million)
711099.71 3903219.44 0.01088 7.51539577 0.41175 1.960053525 9.475449295 711090.80 3903293.24 0.01015 7.01114587 0.37437 1.782113511 8.793259381
711090.80 3903227.64 0.01081 7.46704304 0.40468 1.926398204 9.393441244 710983.88 3903301.44 0.00719 4.966516138 0.2608 1.24148624 6.208002378
711108.62 3903227.64 0.01085 7.494673171 0.41302 1.966099106 9.460772277 711001.70 3903301.44 0.00759 5.242817453 0.27566 1.312224298 6.555041751
711081.89 3903235.84 0.01058 7.308169784 0.39322 1.871845166 9.18001495 711019.52 3903301.44 0.00802 5.539841367 0.29192 1.389626776 6.929468143
711099.71 3903235.84 0.01087 7.508488237 0.40842 1.944201726 9.452689963 711037.34 3903301.44 0.00849 5.864495412 0.30962 1.473884086 7.338379498
711117.53 3903235.84 0.01078 7.446320441 0.41301 1.966051503 9.412371944 711055.16 3903301.44 0.00899 6.209872056 0.32872 1.564805816 7.774677872
711072.98 3903244.04 0.01027 7.094036264 0.37946 1.806343438 8.900379702 711072.98 3903301.44 0.00951 6.569063766 0.34904 1.661535112 8.230598878
711090.80 3903244.04 0.0107 7.391060178 0.39842 1.896598726 9.287658904 710966.06 3903309.64 0.00676 4.669492225 0.24465 1.164607395 5.83409962
711108.62 3903244.04 0.0109 7.529210836 0.41131 1.957958993 9.487169829 710983.88 3903309.64 0.00711 4.911255875 0.25797 1.228014591 6.139270466
711055.16 3903252.24 0.00964 6.658861693 0.35419 1.686050657 8.34491235 711001.70 3903309.64 0.0075 5.180649658 0.27254 1.297372162 6.47802182
711072.98 3903252.24 0.01016 7.018053403 0.37523 1.786207369 8.804260772 711019.52 3903309.64 0.00793 5.477673571 0.28848 1.373251344 6.850924915
711090.80 3903252.24 0.01062 7.335799915 0.39485 1.879604455 9.21540437 711037.34 3903309.64 0.00839 5.795420084 0.30584 1.455890152 7.251310236
711108.62 3903252.24 0.01089 7.522303303 0.4095 1.94934285 9.471646153 711055.16 3903309.64 0.00888 6.133889195 0.32462 1.545288586 7.679177781
711126.44 3903252.24 0.01077 7.439412908 0.41304 1.966194312 9.40560722 711072.98 3903309.64 0.0094 6.493080904 0.34469 1.640827807 8.133908711
711046.25 3903260.44 0.00927 6.403282977 0.3395 1.61612185 8.019404827 710974.97 3903317.84 0.00686 4.738567553 0.24851 1.182982153 5.921549706
711064.07 3903260.44 0.0098 6.769382219 0.3604 1.71561212 8.484994339 710992.79 3903317.84 0.00722 4.987238737 0.26217 1.248007851 6.235246588
711081.89 3903260.44 0.01031 7.121666396 0.38124 1.814816772 8.936483168 711010.61 3903317.84 0.00762 5.263540052 0.27711 1.319126733 6.582666785
711099.71 3903260.44 0.01073 7.411782777 0.3999 1.90364397 9.315426747 711028.43 3903317.84 0.00806 5.567471499 0.29343 1.396814829 6.964286328
711117.53 3903260.44 0.01091 7.536118368 0.4121 1.96171963 9.497837998 711046.25 3903317.84 0.00853 5.892125544 0.31117 1.481262551 7.373388095
711028.43 3903268.64 0.00865 5.975015938 0.31562 1.502445886 7.477461824 711064.07 3903317.84 0.00903 6.237502188 0.33032 1.572422296 7.809924484
711046.25 3903268.64 0.00916 6.327300115 0.33531 1.596176193 7.923476308 710974.97 3903326.04 0.00679 4.690214823 0.2459 1.17055777 5.860772593
711064.07 3903268.64 0.00969 6.693399358 0.35604 1.694857212 8.38825657 710992.79 3903326.04 0.00715 4.938886007 0.25929 1.234298187 6.173184194
711081.89 3903268.64 0.01021 7.052591067 0.377 1.7946331 8.847224167 711010.61 3903326.04 0.00754 5.208279789 0.27394 1.304036582 6.512316371
711099.71 3903268.64 0.01066 7.363430047 0.39639 1.886935317 9.250365364 711028.43 3903326.04 0.00797 5.505303703 0.28994 1.380201382 6.885505085
711117.53 3903268.64 0.0109 7.529210836 0.41045 1.953865135 9.483075971 711046.25 3903326.04 0.00843 5.823050215 0.30735 1.463078205 7.28612842
711019.52 3903276.84 0.0083 5.733252288 0.3026 1.44046678 7.173719068 710983.88 3903334.24 0.00689 4.759290152 0.24974 1.188837322 5.948127474
711037.34 3903276.84 0.00879 6.071721399 0.3213 1.52948439 7.601205789 711001.70 3903334.24 0.00726 5.014868868 0.26347 1.254196241 6.269065109
711055.16 3903276.84 0.00931 6.430913108 0.34131 1.624737993 8.055651101 711019.52 3903334.24 0.00766 5.291170184 0.27849 1.325695947 6.616866131
711072.98 3903276.84 0.00984 6.797012351 0.3622 1.72418066 8.521193011 711037.34 3903334.24 0.0081 5.59510163 0.29487 1.403669661 6.998771291
711090.80 3903276.84 0.01035 7.149296527 0.38293 1.822861679 8.972158206 710983.88 3903342.44 0.00682 4.710937422 0.24708 1.176174924 5.887112346
711108.62 3903276.84 0.01076 7.432505375 0.40128 1.910213184 9.342718559 711001.70 3903342.44 0.00718 4.959608605 0.26054 1.240248562 6.199857167
711001.70 3903285.04 0.00776 5.360245512 0.28206 1.342690218 6.70293573 711019.52 3903342.44 0.00757 5.229002388 0.27526 1.310320178 6.539322566
711019.52 3903285.04 0.00821 5.671084492 0.29898 1.423234494 7.094318986 710974.97 3903350.64 0.00659 4.552064166 0.23826 1.134189078 5.686253244
711037.34 3903285.04 0.00869 6.00264607 0.31735 1.510681205 7.513327275 710992.79 3903350.64 0.00692 4.780012751 0.25091 1.194406873 5.974419624
711055.16 3903285.04 0.0092 6.354930247 0.33707 1.604554321 7.959484568 711010.61 3903350.64 0.00729 5.035591467 0.26472 1.260146616 6.295738083
711072.98 3903285.04 0.00973 6.721029489 0.3578 1.70323534 8.424264829 710992.79 3903358.84 0.00685 4.731660021 0.24819 1.181458857 5.913118878
711090.80 3903285.04 0.01025 7.080221199 0.3787 1.80272561 8.882946809 710983.88 3903367.04 0.00661 4.565879232 0.23929 1.139092187 5.704971419
711108.62 3903285.04 0.01069 7.384152645 0.39782 1.893742546 9.277895191 711046.25 3903293.24 0.00884 6.106259063 0.323 1.5375769 7.643835963
711001.70 3903293.24 0.00767 5.298077716 0.27884 1.327362052 6.625439768 711064.07 3903293.24 0.00936 6.465450773 0.34303 1.632925709 8.098376482
711019.52 3903293.24 0.00811 5.602009163 0.29542 1.406287826 7.008296989 711081.89 3903293.24 0.00989 6.831550015 0.36392 1.732368376 8.563918391
711108.62 3903219.44 0.01079 7.453227974 0.41282 1.965147046 9.41837502 711099.71 3903293.24 0.01039 7.176926659 0.38454 1.830525762 9.007452421
711099.71 3903227.64 0.01088 7.51539577 0.41039 1.953579517 9.468975287 710992.79 3903301.44 0.00738 5.097759263 0.26806 1.276046018 6.373805281
711072.98 3903235.84 0.01036 7.15620406 0.3836 1.82605108 8.98225514 711010.61 3903301.44 0.0078 5.387875644 0.28361 1.350068683 6.737944327
711090.80 3903235.84 0.01076 7.432505375 0.40171 1.912260113 9.344765488 711028.43 3903301.44 0.00825 5.698714623 0.30059 1.430898577 7.1296132
711108.62 3903235.84 0.01088 7.51539577 0.41251 1.963671353 9.479067123 711046.25 3903301.44 0.00873 6.030276201 0.319 1.5185357 7.548811901
711064.07 3903244.04 0.01001 6.91444041 0.36908 1.756931524 8.671371934 711064.07 3903301.44 0.00925 6.389467911 0.33875 1.612551625 8.002019536
711081.89 3903244.04 0.0105 7.252909521 0.38938 1.853565614 9.106475135 711081.89 3903301.44 0.00978 6.755567153 0.35949 1.711280247 8.4668474
711099.71 3903244.04 0.01084 7.487765638 0.406 1.9326818 9.420447438 710974.97 3903309.64 0.00693 4.786920284 0.25116 1.195596948 5.982517232
711117.53 3903244.04 0.01085 7.494673171 0.41343 1.968050829 9.462724 710992.79 3903309.64 0.0073 5.042499 0.26509 1.261907927 6.304406927
711064.07 3903252.24 0.00991 6.845365081 0.36475 1.736319425 8.581684506 711010.61 3903309.64 0.00771 5.325707848 0.28033 1.334454899 6.660162747
711081.89 3903252.24 0.01041 7.190741725 0.38538 1.834524414 9.025266139 711028.43 3903309.64 0.00815 5.629639295 0.29698 1.413713894 7.043353189
711099.71 3903252.24 0.01079 7.453227974 0.40312 1.918972136 9.37220011 711046.25 3903309.64 0.00863 5.961200873 0.31506 1.499780118 7.460980991
711117.53 3903252.24 0.01089 7.522303303 0.41313 1.966622739 9.488926042 711064.07 3903309.64 0.00914 6.313485049 0.33452 1.592415556 7.905900605
711037.34 3903260.44 0.009 6.216779589 0.32936 1.567852408 7.784631997 710966.06 3903317.84 0.00669 4.621139495 0.24212 1.152563836 5.773703331
711055.16 3903260.44 0.00953 6.582878832 0.34988 1.665533764 8.248412596 710983.88 3903317.84 0.00704 4.862903145 0.25519 1.214780957 6.077684102
711072.98 3903260.44 0.01006 6.948978074 0.37093 1.765738079 8.714716153 711001.70 3903317.84 0.00742 5.125389395 0.26947 1.282758041 6.408147436
711090.80 3903260.44 0.01054 7.280539652 0.39104 1.861467712 9.142007364 711019.52 3903317.84 0.00784 5.415505775 0.28509 1.357113927 6.772619702
711108.62 3903260.44 0.01086 7.501580704 0.4072 1.93839416 9.439974864 711037.34 3903317.84 0.00829 5.726344755 0.30212 1.438181836 7.164526591
711126.44 3903260.44 0.01084 7.487765638 0.41369 1.969288507 9.457054145 711055.16 3903317.84 0.00878 6.064813866 0.32058 1.526056974 7.59087084
711037.34 3903268.64 0.0089 6.14770426 0.3253 1.54852559 7.69622985 710966.06 3903326.04 0.00662 4.572786764 0.23962 1.140663086 5.71344985
711055.16 3903268.64 0.00942 6.50689597 0.34558 1.645064474 8.151960444 710983.88 3903326.04 0.00696 4.807642882 0.25244 1.201690132 6.009333014
711072.98 3903268.64 0.00995 6.872995212 0.36657 1.744983171 8.617978383 711001.70 3903326.04 0.00734 5.070129132 0.26645 1.268381935 6.338511067
711090.80 3903268.64 0.01045 7.218371856 0.38707 1.842569321 9.060941177 711019.52 3903326.04 0.00775 5.353337979 0.28176 1.341262128 6.694600107
711108.62 3903268.64 0.01082 7.473950573 0.40441 1.925112923 9.399063496 711037.34 3903326.04 0.00819 5.657269426 0.29846 1.420759138 7.078028564
711126.44 3903268.64 0.01089 7.522303303 0.4136 1.96886008 9.491163383 710974.97 3903334.24 0.00672 4.641862093 0.24332 1.158276196 5.800138289
711028.43 3903276.84 0.00854 5.899033077 0.31177 1.484118731 7.383151808 710992.79 3903334.24 0.00707 4.883625744 0.25645 1.220778935 6.104404679
711046.25 3903276.84 0.00905 6.251317253 0.33116 1.576420948 7.827738201 711010.61 3903334.24 0.00746 5.153019526 0.27081 1.289136843 6.442156369
711064.07 3903276.84 0.00958 6.617416496 0.35169 1.674149907 8.291566403 711028.43 3903334.24 0.00787 5.436228374 0.2865 1.36382595 6.800054324
711081.89 3903276.84 0.01011 6.983515738 0.37269 1.774116207 8.757631945 710974.97 3903342.44 0.00665 4.593509363 0.24077 1.146137431 5.739646794
711099.71 3903276.84 0.01058 7.308169784 0.39262 1.868988986 9.17715877 710992.79 3903342.44 0.007 4.835273014 0.25366 1.207497698 6.042770712
711117.53 3903276.84 0.01088 7.51539577 0.40828 1.943535284 9.458931054 711010.61 3903342.44 0.00737 5.09085173 0.26774 1.274522722 6.365374452
711010.61 3903285.04 0.00798 5.512211236 0.29034 1.382105502 6.894316738 711028.43 3903342.44 0.00778 5.374060578 0.28312 1.347736136 6.721796714
711028.43 3903285.04 0.00844 5.829957748 0.30798 1.466077194 7.296034942 710983.88 3903350.64 0.00675 4.662584692 0.24445 1.163655335 5.826240027
711046.25 3903285.04 0.00894 6.175334392 0.32705 1.556856115 7.732190507 711001.70 3903350.64 0.0071 4.904348342 0.25766 1.226538898 6.13088724
711064.07 3903285.04 0.00947 6.541433634 0.34735 1.653490205 8.194923839 710983.88 3903358.84 0.00668 4.614231962 0.24185 1.151278555 5.765510517
711081.89 3903285.04 0.01 6.907532877 0.36832 1.753313696 8.660846573 711001.70 3903358.84 0.00703 4.855995612 0.25481 1.212972043 6.068967655
711099.71 3903285.04 0.01049 7.246001988 0.38867 1.850185801 9.096187789 710992.79 3903367.04 0.00678 4.68330729 0.24551 1.168701253 5.852008543
710992.79 3903293.24 0.00746 5.153019526 0.27108 1.290422124 6.44344165 711105.92 3903211.30 0.01076 7.432505375 0.41243 1.963290529 9.395795904
711010.61 3903293.24 0.00789 5.45004344 0.28695 1.365968085 6.816011525 711134.84 3903268.80 0.01076 7.432505375 0.41309 1.966432327 9.398937702
711028.43 3903293.24 0.00835 5.767789952 0.30425 1.448321275 7.216111227 711121.73 3903242.72 0.01076 7.432505375 0.41292 1.965623076 9.398128451
711037.34 3903293.24 0.00859 5.933570741 0.31345 1.492116035 7.425686776
711055.16 3903293.24 0.0091 6.285854918 0.33287 1.584561061 7.870415979
711072.98 3903293.24 0.00962 6.645046627 0.35342 1.682385226 8.327431853
ReceptorCoordinates ReceptorCoordinates
AppendixDͲTotalCancerRiskCharacterization
4thFloor
CalleJoaquinHotel
"TypeB"ReceptorCancerRiskAnalysis
ReceptorHeight 4thFloor
CancerRiskUnitFactors MaxRisk
DPM 690.753288 (ug/m3)Ͳ1 4.341710295
TOG 4.7603 (ug/m3)Ͳ1
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
AnnualDPM
Concentration
CancerRisk
fromDPM
AnnualTOG
Concentration
CancerRisk
fromTOG
TotalCancerRisk
fromAllSources
X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million) X(m) Y(m)(ug/m3)Ͳ1 (Risk/million)(ug/m3)Ͳ1 (Risk/million) (Risk/million)
711099.71 3903219.44 0.00464 3.205095255 0.18838 0.896745314 4.101840569 711090.80 3903293.24 0.00491 3.391598642 0.18727 0.891461381 4.283060023
711090.80 3903227.64 0.0047 3.246540452 0.18717 0.890985351 4.137525803 710983.88 3903301.44 0.00478 3.301800715 0.1723 0.82019969 4.122000405
711108.62 3903227.64 0.00463 3.198187722 0.18932 0.901219996 4.099407718 711001.70 3903301.44 0.00487 3.363968511 0.17602 0.837908006 4.201876517
711081.89 3903235.84 0.00478 3.301800715 0.18656 0.888081568 4.189882283 711019.52 3903301.44 0.00494 3.412321241 0.17942 0.854093026 4.266414267
711099.71 3903235.84 0.00468 3.232725386 0.1879 0.89446037 4.127185756 711037.34 3903301.44 0.00498 3.439951373 0.18234 0.867993102 4.307944475
711117.53 3903235.84 0.00462 3.191280189 0.19021 0.905456663 4.096736852 711055.16 3903301.44 0.005 3.453766438 0.18463 0.878894189 4.332660627
711072.98 3903244.04 0.00485 3.350153445 0.18627 0.886701081 4.236854526 711072.98 3903301.44 0.00498 3.439951373 0.18626 0.886653478 4.326604851
711090.80 3903244.04 0.00476 3.287985649 0.18708 0.890556924 4.178542573 710966.06 3903309.64 0.00468 3.232725386 0.16779 0.798730737 4.031456123
711108.62 3903244.04 0.00467 3.225817853 0.18871 0.898316213 4.124134066 710983.88 3903309.64 0.00477 3.294893182 0.17171 0.817391113 4.112284295
711055.16 3903252.24 0.00494 3.412321241 0.18545 0.882797635 4.295118876 711001.70 3903309.64 0.00486 3.357060978 0.17547 0.835289841 4.192350819
711072.98 3903252.24 0.00487 3.363968511 0.18636 0.887129508 4.251098019 711019.52 3903309.64 0.00493 3.405413708 0.17894 0.851808082 4.25722179
711090.80 3903252.24 0.00478 3.301800715 0.18709 0.890604527 4.192405242 711037.34 3903309.64 0.00498 3.439951373 0.18195 0.866136585 4.306087958
711108.62 3903252.24 0.00469 3.239632919 0.18845 0.897078535 4.136711454 711055.16 3903309.64 0.005 3.453766438 0.18436 0.877608908 4.331375346
711126.44 3903252.24 0.00463 3.198187722 0.19071 0.907836813 4.106024535 711072.98 3903309.64 0.00499 3.446858905 0.18611 0.885939433 4.332798338
711046.25 3903260.44 0.00497 3.43304384 0.18468 0.879132204 4.312176044 710974.97 3903317.84 0.00471 3.253447985 0.16914 0.805157142 4.058605127
711064.07 3903260.44 0.00493 3.405413708 0.18599 0.885368197 4.290781905 710992.79 3903317.84 0.0048 3.315615781 0.17302 0.823627106 4.139242887
711081.89 3903260.44 0.00486 3.357060978 0.18678 0.889128834 4.246189812 711010.61 3903317.84 0.00488 3.370876044 0.17671 0.841192613 4.212068657
711099.71 3903260.44 0.00476 3.287985649 0.18758 0.892937074 4.180922723 711028.43 3903317.84 0.00495 3.419228774 0.18006 0.857139618 4.276368392
711117.53 3903260.44 0.00468 3.232725386 0.18923 0.900791569 4.133516955 711046.25 3903317.84 0.00499 3.446858905 0.18288 0.870563664 4.317422569
711028.43 3903268.64 0.00497 3.43304384 0.18238 0.868183514 4.301227354 711064.07 3903317.84 0.00501 3.460673971 0.18508 0.881036324 4.341710295
711046.25 3903268.64 0.00498 3.439951373 0.18453 0.878418159 4.318369532 710974.97 3903326.04 0.0047 3.246540452 0.16849 0.802062947 4.048603399
711064.07 3903268.64 0.00495 3.419228774 0.18597 0.885272991 4.304501765 710992.79 3903326.04 0.00479 3.308708248 0.17241 0.820723323 4.129431571
711081.89 3903268.64 0.00488 3.370876044 0.18684 0.889414452 4.260290496 711010.61 3903326.04 0.00487 3.363968511 0.17615 0.838526845 4.202495356
711099.71 3903268.64 0.00479 3.308708248 0.18756 0.892841868 4.201550116 711028.43 3903326.04 0.00494 3.412321241 0.17957 0.854807071 4.267128312
711117.53 3903268.64 0.0047 3.246540452 0.18895 0.899458685 4.145999137 711046.25 3903326.04 0.00499 3.446858905 0.18249 0.868707147 4.315566052
711019.52 3903276.84 0.00495 3.419228774 0.18068 0.860091004 4.279319778 710983.88 3903334.24 0.00473 3.267263051 0.16981 0.808346543 4.075609594
711037.34 3903276.84 0.00498 3.439951373 0.18329 0.872515387 4.31246676 711001.70 3903334.24 0.00482 3.329430847 0.17369 0.826816507 4.156247354
711055.16 3903276.84 0.00498 3.439951373 0.18522 0.881702766 4.321654139 711019.52 3903334.24 0.0049 3.38469111 0.17735 0.844239205 4.228930315
711072.98 3903276.84 0.00494 3.412321241 0.18646 0.887605538 4.299926779 711037.34 3903334.24 0.00496 3.426136307 0.18062 0.859805386 4.285941693
711090.80 3903276.84 0.00486 3.357060978 0.18722 0.891223366 4.248284344 710983.88 3903342.44 0.00471 3.253447985 0.16914 0.805157142 4.058605127
711108.62 3903276.84 0.00477 3.294893182 0.18803 0.895079209 4.189972391 711001.70 3903342.44 0.0048 3.315615781 0.17306 0.823817518 4.139433299
711001.70 3903285.04 0.00489 3.377783577 0.17704 0.842763512 4.220547089 711019.52 3903342.44 0.00489 3.377783577 0.17677 0.841478231 4.219261808
711019.52 3903285.04 0.00495 3.419228774 0.18029 0.858234487 4.277463261 710974.97 3903350.64 0.00465 3.212002788 0.16643 0.792256729 4.004259517
711037.34 3903285.04 0.00498 3.439951373 0.18301 0.871182503 4.311133876 710992.79 3903350.64 0.00474 3.274170584 0.17043 0.811297929 4.085468513
711055.16 3903285.04 0.00499 3.446858905 0.18506 0.880941118 4.327800023 711010.61 3903350.64 0.00483 3.336338379 0.17431 0.829767893 4.166106272
711072.98 3903285.04 0.00495 3.419228774 0.18643 0.887462729 4.306691503 710992.79 3903358.84 0.00473 3.267263051 0.16973 0.807965719 4.07522877
711090.80 3903285.04 0.00489 3.377783577 0.18726 0.891413778 4.269197355 710983.88 3903367.04 0.00466 3.218910321 0.16699 0.794922497 4.013832818
711108.62 3903285.04 0.00479 3.308708248 0.18797 0.894793591 4.203501839 711046.25 3903293.24 0.00499 3.446858905 0.18386 0.875228758 4.322087663
711001.70 3903293.24 0.00488 3.370876044 0.17654 0.840383362 4.211259406 711064.07 3903293.24 0.00499 3.446858905 0.1857 0.88398771 4.330846615
711019.52 3903293.24 0.00494 3.412321241 0.17987 0.856235161 4.268556402 711081.89 3903293.24 0.00494 3.412321241 0.18688 0.889604864 4.301926105
711108.62 3903219.44 0.00461 3.184372656 0.18963 0.902695689 4.087068345 711099.71 3903293.24 0.00487 3.363968511 0.1876 0.89303228 4.257000791
711099.71 3903227.64 0.00466 3.218910321 0.18812 0.895507636 4.114417957 710992.79 3903301.44 0.00483 3.336338379 0.17419 0.829196657 4.165535036
711072.98 3903235.84 0.00482 3.329430847 0.18617 0.886225051 4.215655898 711010.61 3903301.44 0.0049 3.38469111 0.17777 0.846238531 4.230929641
711090.80 3903235.84 0.00473 3.267263051 0.1871 0.89065213 4.157915181 711028.43 3903301.44 0.00496 3.426136307 0.18095 0.861376285 4.287512592
711108.62 3903235.84 0.00465 3.212002788 0.189 0.8996967 4.111699488 711046.25 3903301.44 0.005 3.453766438 0.18357 0.873848271 4.327614709
711064.07 3903244.04 0.00489 3.377783577 0.18591 0.884987373 4.26277095 711064.07 3903301.44 0.005 3.453766438 0.18553 0.883178459 4.336944897
711081.89 3903244.04 0.0048 3.315615781 0.18663 0.888414789 4.20403057 711081.89 3903301.44 0.00496 3.426136307 0.18683 0.889366849 4.315503156
711099.71 3903244.04 0.00471 3.253447985 0.18774 0.893698722 4.147146707 710974.97 3903309.64 0.00472 3.260355518 0.16977 0.808156131 4.068511649
711117.53 3903244.04 0.00464 3.205095255 0.1899 0.90398097 4.109076225 710992.79 3903309.64 0.00481 3.322523314 0.17362 0.826483286 4.1490066
711064.07 3903252.24 0.00491 3.391598642 0.18596 0.885225388 4.27682403 711010.61 3903309.64 0.00489 3.377783577 0.17725 0.843763175 4.221546752
711081.89 3903252.24 0.00483 3.336338379 0.18671 0.888795613 4.225133992 711028.43 3903309.64 0.00496 3.426136307 0.18052 0.859329356 4.285465663
711099.71 3903252.24 0.00474 3.274170584 0.18764 0.893222692 4.167393276 711046.25 3903309.64 0.005 3.453766438 0.18324 0.872277372 4.32604381
711117.53 3903252.24 0.00466 3.218910321 0.18956 0.902362468 4.121272789 711064.07 3903309.64 0.005 3.453766438 0.18532 0.882178796 4.335945234
711037.34 3903260.44 0.00497 3.43304384 0.18376 0.874752728 4.307796568 710966.06 3903317.84 0.00466 3.218910321 0.16714 0.795636542 4.014546863
711055.16 3903260.44 0.00495 3.419228774 0.18542 0.882654826 4.3018836 710983.88 3903317.84 0.00476 3.287985649 0.1711 0.81448733 4.102472979
711072.98 3903260.44 0.0049 3.38469111 0.18643 0.887462729 4.272153839 711001.70 3903317.84 0.00484 3.343245912 0.1749 0.83257647 4.175822382
711090.80 3903260.44 0.00481 3.322523314 0.18712 0.890747336 4.21327065 711019.52 3903317.84 0.00492 3.398506175 0.17844 0.849427932 4.247934107
711108.62 3903260.44 0.00472 3.260355518 0.18826 0.896174078 4.156529596 711037.34 3903317.84 0.00498 3.439951373 0.18154 0.864184862 4.304136235
711126.44 3903260.44 0.00465 3.212002788 0.1904 0.90636112 4.118363908 711055.16 3903317.84 0.00501 3.460673971 0.18406 0.876180818 4.336854789
711037.34 3903268.64 0.00498 3.439951373 0.18354 0.873705462 4.313656835 710966.06 3903326.04 0.00465 3.212002788 0.16648 0.792494744 4.004497532
711055.16 3903268.64 0.00497 3.43304384 0.18534 0.882274002 4.315317842 710983.88 3903326.04 0.00474 3.274170584 0.17046 0.811440738 4.085611322
711072.98 3903268.64 0.00492 3.398506175 0.18646 0.887605538 4.286111713 711001.70 3903326.04 0.00483 3.336338379 0.17431 0.829767893 4.166106272
711090.80 3903268.64 0.00484 3.343245912 0.18718 0.891032954 4.234278866 711019.52 3903326.04 0.00491 3.391598642 0.17791 0.846904973 4.238503615
711108.62 3903268.64 0.00474 3.274170584 0.18812 0.895507636 4.16967822 711037.34 3903326.04 0.00497 3.43304384 0.1811 0.86209033 4.29513417
711126.44 3903268.64 0.00466 3.218910321 0.19004 0.904647412 4.123557733 710974.97 3903334.24 0.00468 3.232725386 0.16782 0.798873546 4.031598932
711028.43 3903276.84 0.00497 3.43304384 0.18207 0.866707821 4.299751661 710992.79 3903334.24 0.00477 3.294893182 0.17177 0.817676731 4.112569913
711046.25 3903276.84 0.00498 3.439951373 0.18435 0.877561305 4.317512678 711010.61 3903334.24 0.00486 3.357060978 0.17556 0.835718268 4.192779246
711064.07 3903276.84 0.00496 3.426136307 0.18592 0.885034976 4.311171283 711028.43 3903334.24 0.00493 3.405413708 0.17905 0.852331715 4.257745423
711081.89 3903276.84 0.0049 3.38469111 0.18688 0.889604864 4.274295974 710974.97 3903342.44 0.00466 3.218910321 0.16713 0.795588939 4.01449926
711099.71 3903276.84 0.00482 3.329430847 0.18756 0.892841868 4.222272715 710992.79 3903342.44 0.00476 3.287985649 0.17111 0.814534933 4.102520582
711117.53 3903276.84 0.00472 3.260355518 0.18872 0.898363816 4.158719334 711010.61 3903342.44 0.00485 3.350153445 0.17495 0.832814485 4.18296793
711010.61 3903285.04 0.00492 3.398506175 0.17872 0.850760816 4.249266991 711028.43 3903342.44 0.00492 3.398506175 0.1785 0.84971355 4.248219725
711028.43 3903285.04 0.00497 3.43304384 0.18173 0.865089319 4.298133159 710983.88 3903350.64 0.0047 3.246540452 0.16844 0.801824932 4.048365384
711046.25 3903285.04 0.00499 3.446858905 0.18412 0.876466436 4.323325341 711001.70 3903350.64 0.00479 3.308708248 0.17239 0.820628117 4.129336365
711064.07 3903285.04 0.00498 3.439951373 0.18583 0.884606549 4.324557922 710983.88 3903358.84 0.00468 3.232725386 0.16773 0.798445119 4.031170505
711081.89 3903285.04 0.00492 3.398506175 0.18689 0.889652467 4.288158642 711001.70 3903358.84 0.00477 3.294893182 0.17171 0.817391113 4.112284295
711099.71 3903285.04 0.00484 3.343245912 0.18759 0.892984677 4.236230589 710992.79 3903367.04 0.00471 3.253447985 0.16901 0.804538303 4.057986288
710992.79 3903293.24 0.00484 3.343245912 0.17474 0.831814822 4.175060734 711105.92 3903211.30 0.0046 3.177465123 0.18955 0.902314865 4.079779988
711010.61 3903293.24 0.00491 3.391598642 0.17826 0.848571078 4.24016972 711134.84 3903268.80 0.00464 3.205095255 0.19107 0.909550521 4.114645776
711028.43 3903293.24 0.00497 3.43304384 0.18135 0.863280405 4.296324245 711121.73 3903242.72 0.00463 3.198187722 0.19048 0.906741944 4.104929666
711037.34 3903293.24 0.00498 3.439951373 0.18269 0.869659207 4.30961058
711055.16 3903293.24 0.00499 3.446858905 0.18487 0.880036661 4.326895566
711072.98 3903293.24 0.00497 3.43304384 0.18636 0.887129508 4.320173348
ReceptorCoordinates ReceptorCoordinates
Acoustic Study
For the
TownePlace Suites Hotel
San Luis Obispo, California
Prepared by:
David Dubbink Associates
864 Osos Street, Ste D
San Luis Obispo, CA 93401
May 7, 2014
David Dubbink Associates Page 2 of 13
$FRXVWLF6WXG\ 7RZQ3ODFH6XLWHV+RWHO
This study describes the acoustic impacts of the TownePlace Suites Hotel to be
constructed on Calle Juaquin, San Luis Obispo. The hotel will be a four story structure;
with 115 rooms and includes guest amenities such as a swimming pool but does not
include a commercial kitchen. Figure 1 shows an aerial view of the site with the hotel site
plan as an overlay.
The study concludes that, with recommended conditions, hotel construction and future
operation will be consistent with the Noise Element of the City’s General Plan and with
the Municipal Code.
The Acoustic Setting
Calle Juaquin is a frontage road to
Highway 101 and the freeway is the
major source of noise at the site. There
are four traffic lanes, two in either
direction, separated by a grass median.
The pavement edge is 200 feet from
the hotel and at a slightly higher
elevation than the frontage road.
There are several other sources of
noise. The adjacent agricultural field
was being disked at the time of one
site visit providing background sound
when road traffic was light. The San
Luis Obispo Airport is two miles way.
But the hotel is not under a defined
flight path1.
Assessing the Noise Environment
Noise levels at the site were monitored on April 25, 2014 at the location represented by
the red dot on Figure 1. This is 80 feet back from the sidewalk edge along Calle Juaquin
and corresponds to the front-most corner of the hotel. The monitoring period started at 8
AM. Two sound level meters were used in order to determine if there are sound exposure
differences between ground level and the elevation of upper floors2. One meter was
mounted on a tripod with the meter at the 5 foot level as recommended by the Municipal
Code. A second meter was rigged with its recording microphone placed at the top of a
mast and raised to a 16 foot elevation. Two measurement periods of 15 minutes each
1 Airport Land Use Plan, San Luis Obispo County Regional Airport (2004) page 38-2
2 The meters were a Brüel & Kjær Precision Integrating Sound Level Meter, Type 2230 (SN 1033493) and
a Larson Davis 870 Environmental Monitor (SN 870A0177). The meters were checked before and after the
readings and found to be accurate, using a B&K Calibrator Type 4231, (SN 2052124)
Figure 1: Site Location and Setting
David Dubbink Associates Page 3 of 13
were made, with the two meters operating simultaneously. There was no noticeable wind
during the monitoring period and traffic was traveling at normal freeway speed (65 mph).
Some traffic was always present. During the monitoring period, several aircraft passed
north of the site as they were on approach to the airport. The aircraft were clearly audible
but not as loud as passing traffic.
Session 1 Session 2
Elevation Leq Lmax Lmin Leq Lmax Lmin
Ground Level (5 ft.) 61.9 66.9 53.3 62 66.9 54.4
Elevated 15 ft. 67.2 72.4 62.1 67.1 70.6 62.4
Table 1 shows decibel levels measured by the Leq metric along with the maximum and
minimum sound levels3. From the readings it is apparent that there is a 5 to 7 decibel
difference in sound exposure with changed elevation. The explanation is that, at ground
level, there is a greater absorption of sound energy as the sound waves pass close to the
topography than there is at more a more elevated level. Beyond the second story level, it
would be expected that sound energy would decrease with the added distance from
surface traffic.
The loudest sound events heard at the hotel site come from a few of the trucks and
motorcycles passing the site. The loudest events are infrequent but heard at maximums of
70 to 72 decibels. At most times the “average” meter reading was in the 61 to 63 decibel
range for the monitor at ground level and at 65 to 68 decibels for the elevated
microphone.
Other Sound Level Estimates
There are several alternative ways for evaluating noise levels apart from noise
measurement over a limited period. The Federal Highway Administration (FHWA) has
developed a Traffic Noise Model (TNM). The FHWA Traffic Noise Model is the national
standard for roadway noise evaluation. Also, noise level contours were computed and
published as maps in the City’s Noise Element.
The Federal highway noise forecasting system, the TNM, incorporates multiple
components; the traffic volume, the mix of cars, medium and heavy trucks, the speed, the
distance, and a representation of topographic conditions. The landscape between the road
and the listener can be “soft” as in grass and vegetation, or “hard” and reflective as in
pavement or water surface.
Caltrans publishes regular updates on traffic counts for state highways along with reports
on the percentages of cars and trucks. The data on traffic flows on Highway 101, coupled
with the FHWA model can produce estimates of noise exposure to corroborate the on-site
monitoring.
3 The Leq metric represents the energy average of the sound over the 15 minute measurement interval.
Table 1: Sound Level Readings for Two Fifteen Minute Periods
David Dubbink Associates Page 4 of 13
The environmental studies for the improvement of the Los Osos Valley Road interchange
included traffic data and the same information is provided in regularly published Caltrans
reports. The latest traffic count (2012) for the segment of road fronting the hotel property
showed an annual daily traffic count of 58,700 vehicles, with 5,900 during the peak hour.
The data on vehicle mix is similar; there is a difference between the interchange study
and the Caltrans report. The numbers are important because a heavy truck produces the
same quantity of noise as ten cars. The environmental report includes observer notes on
truck traffic; recording 93% auto, 4% medium trucks and 3% heavy trucks4. Caltrans’
published data on vehicle mix shows the segment with 91.8% cars, with more heavy
trucks (4.7%) than medium trucks (3.5%). Our own vehicle count, conducted at the time
of the monitoring, put the heavy truck count at 3.8%, in between the two other estimates.
In our study, Caltrans’ higher estimate of truck volume will be applied. Using this data on
vehicle mix and assuming a 65 mph speed, with a surface that is equal parts “soft” and
“hard”, the Leq estimate is 70 decibels. This is three decibels above the 67 level that was
measured at the upper microphone.
Still another estimate of the site’s noise exposure is in the Noise Element of the City’s
General Plan. The maps in the plan depict sound contours for the year 1990 and for
“build-out”. The city’s Noise Guidebook, gives the distance between roads and different
noise level contours5. For the segment of roadway bordering the hotel property the
distance to the contour lines at “Build-out” is as follows:
Contour 60 dB 65 dB 70 dB
Distance to
centerline 1268 ft. 589 ft. 273 ft.
It is possible to reverse engineer these numbers to estimate the decibel level at façade of
the hotel. At the location of the measuring point, 245 feet from the roadway centerline,
using the City’s estimating equation; the estimated sound exposure level is 71 decibels.
This is one decibel higher than the value computed using the FHWA model.
There is a difference in the sound measurement metrics used by the FHWA model and
ones used in the City’s Noise Element. The FHWA model uses Leq and the City uses the
metrics Ldn and CNEL. Ldn (or CNEL). This metric represents a 24 hour interval that
gives 10 extra decibels of weighting to nighttime noise. (the CNEL metric is similar but
adds a three hour evening period given an extra weighting of 5 decibels).
There is a rule of thumb stating that the numeric value for the peak hour traffic Leq is
about the same as for Ldn. Caltrans could not provide hourly count data at this exact
location but hourly counts were available for a monitoring station located north of the
Highway 101 – Marsh Street interchange. At that location there was an exact
4 EIR citation
5 City of SLO, Noise Guidebook, (1996), page 12.
Table 2: Distance from the Center of the Roadway to Ldn Contours.
David Dubbink Associates Page 5 of 13
correspondence between Leq and DNL values (for soft site conditions as used in the
City’s noise contour mapping). In this study, it will be assumed that peak hour Leq is
equivalent to the Ldn value.
There is a question of how to interpret the difference between the measured and the
modeled noise exposure values. The Leq value of 62 measured at ground level is 8
decibels below the numbers estimated by the FHWA noise model or the values used in
the City’s Noise Element. Time of day and local topography could account for some of
this. During the morning peak hour of travel, the majority of traffic is headed north. As
noted, the freeway is at an elevation several feet above the hotel parcel. There is a low
metal crash barrier separating the freeway lanes at this point and it would block some of
the sounds of traffic in the farther lanes. The wheels of cars in the far lane were not
visible from the hotel site and tire to road surface sound is a significant component of
roadway noise.
The assumption will be made that the 67 Leq measurement made at the higher
microphone is the most accurate descriptor of the present noise situation when
northbound traffic is dominant. A several decibel increase would be expected when the
major flow of traffic is toward the south and closer to the hotel. This approximates the
TNM estimate of 70 decibels.
Future increases in traffic volume increases will not result in proportionate increases in
noise. For example, because of the logarithmic nature of decibel addition, a doubling of
traffic equates to a 3 decibel increase. Such an increase of traffic on Highway 101 is
unlikely in the foreseeable future. It would seem reasonable to assume that future noise
increases in the vicinity of the property measured by either Leq or Ldn will not increase
by more than 2 decibels. For the analysis, it will be assumed that future noise levels at the
measuring point which is at the closest corner of the hotel, will reach the Leq/Ldn level
of 71 decibels.
Measured
AM Peak
Adjustment
PM Peak
Additional
Traffic
Future
Peak Hour
Level
67 +2 +2 71
Table 3: Estimate of Future Traffic Noise Level
The Regulatory Framework
The City of San Luis Obispo’s regulatory framework is set out in the Noise Element of
the General Plan. The structure of the Noise Element is, in turn, based on guidelines
developed by the California Office of Planning and Research. The City has additional
noise guidelines in the Municipal Code but these are designed to deal with limitations on
noise production and are not directly applicable to this project.
David Dubbink Associates Page 6 of 13
The city’s noise regulations includes specific guidelines for the siting of projects exposed
to transportation noise sources. This includes a diagram showing the compatibility of
various land use activities with differing levels of noise exposure6. The guidelines
indicate that hotels and motels that are exposed to noise levels in the range of 60 to 75
Ldn are compatible if the projects meet noise reduction standards and are supported by
appropriate technical analysis (See Appendix A)
The City’s noise exposure standards for hotels give separate standards for outdoor
activity areas and indoor spaces7. Designated outdoor activity areas are not to be exposed
to noise in excess of 60 Ldn. Indoors, the Ldn is not to exceed 45. There is an additional
standard specifying that noise levels within indoor spaces are not to exceed 60 Lmax.
Analysis
The City’s noise compatibility standards for
hotels exposed to transportation noise consist of
three tests.
Noise levels in outdoor activity areas must
not exceed 60 Ldn.
Noise in occupied indoor spaces should
not exceed 45 Ldn or 60 Lmax
Noise levels in interior spaces should not
exceed 60 Lmax
Figure 2 shows the estimated noise contours in
the vicinity of the hotel at the second floor level
under the future conditions described above. The
building serves as a partial noise barrier,
sheltering its sides from full exposure to noise
from freeway traffic. The Leq metric is time
based and, once a vehicle passes the front of the
structure, the building blocks much of its sound.
As a result, the noise exposure contours resemble
the bow wave of a boat with the greatest blocking
effect taking place close to the structure with the
reduction effect tapering off with distance.
There are several outdoor areas for guest use that
might be considered outdoor activity areas. One is
the pool area (indicated in the graphic by the
turquoise rectangle). This is exposed to sound
levels of around 67 Leq, exceeding the 60 Leq
6 City of SLO, Noise Element, page 4.
7 City of SLO Noise Element, page 4. Figure 2: Future Noise Contours
David Dubbink Associates Page 7 of 13
standard. There is an outdoor barbeque patio further back from the highway. The light
blue “L” shape on the diagram frames this area. Without special treatment, sound levels
on the patio will be in the range of 65 to 63 Leq. Both of these sound exposure estimates
are conservative in that the levels depicted in the graphic relate to sound measured at the
second floor elevation and the field measurements indicated that sound at ground level is
less than at the second floor level; a reduction of 5 decibels. Plans for the hotel include an
80 foot landscaped setback so, even when some areas are paved, there will continue to be
added “soft site” absorption. However, we did not rely on this in evaluating noise
exposure for outdoor activity area.
Guest activity swimming pool will make its own contributions to raising the local
acoustic environment. The spirit of the City’s regulation is that outdoor activity areas
should be available that provide some level of tranquility; and this condition will not be
present at poolside. It is not essential to enclose the pool area to meet the City’s purposes
because the site design includes other outdoor activity areas that could more easily shelter
hotel guests from direct exposure to freeway traffic.
The barbeque patio is a more appropriate place to be acoustically sheltered. It is
recommended that a solid wall be erected following the general outline of the “L’ on the
diagram. A wall eight feet high would lower sound levels by 2 decibels at the ear level of
a standing person and another 2 decibels at a seated level. This would mean that areas
close to the wall would not exceed the 60 Leq standard. Given what we know about the
strong winds in this area, the site designers might consider extending the wall to enclose
the entire patio.
The indoor standard for occupied spaces is a not to exceed level of 45 Ldn. Inspection of
the noise contour diagram in Figure 2 shows the highest noise exposure levels are at the
front portion of the hotel measured at the second floor elevation. The assumed future
level at this elevation is 71 decibels. Estimates made of noise levels at the third and
fourth floor levels increase at a decibel per floor. A noise level reduction of at least 26 to
28 decibels will be required to meet the City’s interior noise standard of 45 Ldn.
Conventional construction reduces noise transmission by around 20 decibels and the
needed additional reduction can be achieved by specifying appropriate construction
materials and techniques. The City’s Noise Guidebook includes guidelines for making
noise level reductions up to 30 decibels insuring consistency with the City’s standards
(See Appendix B).
The City’s regulations also require that the maximum noise level in interior spaces not
exceed a maximum of 60 decibels. During the monitoring session, the maximum noise
level recorded at the upper microphone was at 72 Lmax. There ware no exceptional noise
events during the monitoring period such as a passing emergency vehicle or a club of
motorcyclists. If it assumed that the highest maximum level is at 75 Lmax, the required
exterior to interior noise level reduction is 15 decibels. With the recommended 26 to 28
the City’s limit for maximum interior noise levels is not exceeded.
David Dubbink Associates Page 8 of 13
Conclusion and Recommended Project Conditions
There are several conditions that should be placed on the project to insure that the noise
experiences of guests at the hotel will conform to City standards.
1. In order to insure that interior noise levels are below the 45 Ldn standard, the
structure should be designed to produce a noise level reduction of at least 26 to 28
decibels. It is recommended that the designers consult the OITC performance of
materials in addition to STC ratings.
2. It is recommended that the sides of the project’s barbeque patio be partially
enclosed by a noise blocking wall, eight feet high, on the sides exposed to the
freeway.
3. Construction should be limited to the hours of 7 AM and 7 PM on weekdays as
specified in the Municipal Code.
CEQA Determinations
The CEQA Guidelines include several questions related to the noise impact of projects.
In all cases the impacts will be less than significant8.
1) The project will not result in significant exposure of persons to or generation of
noise levels in excess of standards established in the City’s general plan, or
Municipal Code. Exposure levels are below limits suggested by state and federal
agencies.
2) A second CEQA concern involves ground born vibrations. Apart from the
possibility of brief periods of ground vibration during construction hotel activities
will not produce vibrations that would be felt beyond the property line.
3) The project will not create a substantial permanent increase in ambient noise
levels in the project vicinity above levels existing without the project. There will
be a change in the nature of sound experienced at the nearest properties but the
level of change is not significant either as measured by local standards or the
standards of other agencies.
4) During the construction phase of the project, there will be a temporary increase
in ambient noise levels in the project vicinity above levels existing without the
project. However the city allows construction activities that temporarily exceed
standards if the work conforms to guidelines for construction activities. Project
conditions should reflect the city’s policies regarding the timing and nature of
construction work.
8 The CEQA Checklist questions are in Appendix A
David Dubbink Associates Page 9 of 13
5) The fifth question has to do with whether proximity of the airport will expose
people in the project to excessive noise. The project is located beyond the
outermost noise contour limits for the San Luis Obispo County Airport and guests
will not be exposed to excessive noise from airport activity.
Our design recommendations are of a general nature and some features could be
altered and still achieve the required 30 decibels of noise reduction. Specific design
and structural proposals should be developed by the project architect and contractor.
Please contact us should you have any questions regarding the analysis or require
additional detail.
Sincerely,
David Dubbink, Ph.D., AICP
David Dubbink Associates Page 10 of 13
Appendix A
Compatibility Tables from City Noise Element
and from the State of California Guidelines
Below:
City of San Luis Obispo compatibility guidelines from the Noise Element, page 2.
David Dubbink Associates Page 11 of 13
Below:
The Compatibility Table from the California General Plan Guidelines
David Dubbink Associates Page 12 of 13
Appendix B
Excerpts from the City of San Luis Obispo Noise Guidebook
Recommendations for reducing exterior to interior noise transmission by 30 decibels.
David Dubbink Associates Page 13 of 13
Guidebook recommendations for floor plans
1413 Calle Joaquin
Development
Transportation Impact
Analysis Report
Prepared for:
City of San Luis Obispo
Prepared by:
1413 CALLE JOAQUIN TRANSPORTATION IMPACT ANALYSIS REPORT
Prepared For:
CITY OF SAN LUIS OBISPO
1413 CALLE JOAQUIN
SAN LUIS OBISPO, CA 93401
Prepared By:
Omni-Means, Ltd.
943 RESERVE DR (SUITE 100)
ROSEVILLE, CA 95678
(916) 782-8688
AUGUST 2014
25-6457-07
R1854TIA004.docx
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TABLE OF CONTENTS
Introduction................................................................................................................................ 1
Study intersections ............................................................................................................2
Existing Conditions .................................................................................................................... 4
Transportation System.......................................................................................................4
Existing Traffic Volumes ....................................................................................................4
Existing Pedrestrian and Bicycles Facilities .......................................................................7
Level of Service Methodologies & Guidelines ....................................................................7
Significance and Mitigation Thresholds..............................................................................9
Existing Intersection Operations ......................................................................................10
Project Description....................................................................................................................11
Project Trip Generation...........................................................................................11
Project Trip Distribution ..........................................................................................14
Year 2016 No Project Conditions ..............................................................................................18
Short Term No Project Intersection Operations................................................................18
Year 2016 Plus Project Conditions ............................................................................................20
Year 2016 Plus Project Intersection Operations ...............................................................20
On-Site Circulation...........................................................................................................20
Cumulative (Year 2035) Conditions...........................................................................................22
Programmed Improvements.............................................................................................22
Year 2035 No Project Conditions..............................................................................................24
Year 2035 No Project Intersection Operations.................................................................24
Year 2035 Plus Project Conditions ............................................................................................26
Year 2035 Plus Project Conditions Intersection Operations .............................................26
Project Impacts & Mitigations Measures....................................................................................28
Impact Significance Criteria .............................................................................................28
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Year 2016 No Project Impacts.........................................................................................29
Year 2016 Plus Project Impacts.......................................................................................29
Year 2035 No Project Impacts.........................................................................................29
Year 2035 Plus Project Impacts.......................................................................................29
Year 2035 Plus Project: Mitigation...................................................................................29
Appendices ................................................................................................................................ 1
Level of Service Worksheets.............................................................................................. 1
LIST OF FIGURES
Figure 1: Study Area and Vicinity Map ...................................................................................... 3
Figure 2: Existing Lane Geometrics and Control....................................................................... 5
Figure 3: Existing Peak Hour Volumes...................................................................................... 6
Figure 4A: Project Site Plan.....................................................................................................12
Figure 4B: Lot 3 Project Site Plan ............................................................................................13
Figure 5A: Lot 1,2 & 4 Trip Distribution ....................................................................................15
Figure 5B: Lot 3 Trip Distribution..............................................................................................16
Figure 6: Year 2016 Project Only Peak Hour Traffic Volumes..................................................17
Figure 7: Year 2016 No Project Peak Hour Traffic Volumes.....................................................19
Figure 8: Year 2016 Plus Project Peak Hour Traffic Volumes ...................................................21
Figure 9: Year 2035 Lane Geometrics and Control ...................................................................23
Figure 10: Year 2035 No Project Peak Hour Traffic Volumes...................................................25
Figure 11: Year 2035 Plus Project Peak Hour Traffic Volumes ................................................27
LIST OF TABLES
Table 1 Level of Service (LOS) Criteria for Intersections............................................................ 8
Table 2 Signalized Intersection Thresholds of Significance for Traffic Impact Studies............... 9
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Table 3 Existing Intersection Level Of Service ..........................................................................10
Table 4 Project Trip Generation................................................................................................14
Table 5 2016 No Project Intersection Level Of Service .............................................................18
Table 6 Year 2016 Plus Project Intersection Level Of Service...................................................20
Table 7 Year 2035 No Project Intersection Level Of Service.....................................................24
Table 8 Year 2035 Plus Project Intersection Level Of Service...................................................26
Table 9 Cumulative Plus Project Conditions Without Mitigation.................................................29
APPENDIX
Level of Service Worksheets
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Introduction
The City of San Luis Obispo (SLO) has retained OMNI-MEANS to provide a comprehensive
Transportation Impact Analysis Report (TIAR) for the proposed 1413 Calle Joaquin
development project in the City of SLO, in SLO County. The term "project" as used in this report
refers to the proposed "1413 Calle Joaquin development" project. Figure 1 shows the study
area and project vicinity.
The City of SLO covers an area of approximately 13 square miles in SLO County, California.
Per Census 2013, the population in SLO is approximately 46,400. The project will be located in
the southern portion of the City, north of Los Osos Valley Road (LOVR) on Calle Joaquin. The
project consist of four parcels along Calle Joaquin, west of US 101. The Towneplace Suites
(hotel) is proposed on Lot 3 (APN 053-152-003). The remaining three parcels are proposed as a
rezoning only. The project applicant has applied for a rezone from Commercial Service to
Commercial Retail. The Corresponding General Plan Amendment would be a change from
Services and Manufacturing to General Retail.
The background data and assumptions used in this analysis include the following:
x Peak hour turning movement counts at study intersections provided by the City
x LOVR at U.S. 101 interchange improvements are included for the 2035 scenarios, which
includes widening EB LOVR to two lanes, change the existing signals, and in
conjunction with the Prado Road interchange
x Trip generation rates and trip distribution patterns for the Calle Joaquin development
project
x Projected build out peak hour volumes from the LOVR/US 101 Interchange
Improvements Project draft EIR prepared by Caltrans
Consistent with the City of SLO and Caltrans standards and typical CEQA guidelines, the
following traffic scenarios are discussed as a part of this TIAR:
x Existing Conditions
x Year 2016 "No Project" Conditions
x Year 2016 "Plus Project" Conditions
x Year 2035 "Cumulative No Project "Conditions
x Year 2035 "Cumulative Plus Project" Conditions
Existing conditions quantify the current traffic operations at the study locations. Traffic counts
were taken February 11, 2014 in order to simulate typical weekday conditions during the AM
and PM peak hours.
The Year 2016 No Project conditions consider build out of approved/pending land development
within the City. The volumes were projected using a one percent growth rate. This growth rate
was determined using U.S. Census historical population data. Short Term “Year 2016 Plus
Project” conditions build upon Short Term “No Project” conditions when project-generated trips
are distributed to the network with build out of approved/pending land development.
The Year 2016 Plus Project condition is an analysis scenario in which traffic impacts with the
proposed project are investigated in comparison to the Year 2016 No Project conditions
scenario. The project-generated peak hour volumes have been added to the Year 2016 No
Project condition volumes to obtain the Year 2016 Plus Project traffic volumes.
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The Year 2035 Cumulative No Project conditions refer to analysis scenario that would exist
following approximately twenty years of development in the City of SLO, without project
development.Cumulative No Project conditions project traffic operations upon build out of the
current City General Plan. The Cumulative No Project condition scenarios were simulated by
weekday peak hour volumes developed from the LOVR/U.S. 101 Interchange Improvement
Project Draft EIR.
The Year 2035 Cumulative Plus Project conditions is an analysis scenario in which the traffic
impacts associated with the project are investigated in comparison to the Year 2035 No Project
condition scenario.
Study intersections
The following project study intersections were selected in coordination with the City of SLO for
analysis:
1. LOVR/Calle Joaquin
2. LOVR/US 101 Southbound Ramps
3. LOVR/ US 101 Northbound Ramps
Project related impacts and improvements to mitigate project impacts have been detailed in the
final section of this report. These discussions are based on quantitative analysis, and the
corresponding level-of-service worksheets can be found in the Appendix.
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Existing Conditions
Existing conditions analysis establishes the baseline traffic conditions under current conditions.
The Existing conditions is the analysis scenario in which current operations at study locations,
assuming no project development, are analyzed.
Transportation System
Roadways that provide primary circulation in the vicinity of the project site are as follows:
U.S. Route 101 (US 101)is a major north-south highway facility that transverse along coastal
California. Within SLO County, US 101 provides major connection between and through several
cities.
Los Osos Valley Road (LOVR) is a two lane to four lane, east-west arterial that runs between
Pecho Road and Higuera Street.
Calle Joaquin is a two lane, north-south arterial between south of Los Osos Valley Road to a
cul-de-sac north, near the proposed project.
Existing Traffic Volumes
The City of SLO provided AM and PM intersection turning movement traffic counts along with
Synchro files for each of the study intersections. To provide a further database of existing and
future conditions, available relevant transportation related data was collected from the City and
State. This data included existing development, planned development proposals, and
improvement plans.
Figure 2 shows the existing lane geometrics and control.
Figure 3 shows the existing peak hour volumes for the project study intersections.
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Existing Pedrestrian and Bicycles Facilities
In the immediate project vicinity, the City roadway LOVR only has a sidewalk facility on the
north side of the arterial. From the Calle Joaquin and LOVR intersection, the sidewalk extends
to the east end of the LOVR overpass. Calle Joaquin has a sidewalk that stretches from the its
intersection with LOVR up to the end of the cul-de-sac along the west side of Calle Joaquin.
Bike lanes are striped throughout the study intersections along both sides of LOVR. West of the
LOVR and the US 101 SB intersection, the bike lanes are approximately 5 feet in width. East of
the LOVR and the US 101 SB intersection, the bike lane tapers to approximately 3 foot in width
and expands back to an a approximately 5 feet width at the east end of the LOVR/US 101
overpass along the north side of LOVR. There is also another bike lane on each side of Calle
Joaquin that is an approximately 5 feet in width. Striping begins at the south end of Lot 1 and
ends at the cul-de-sac.
Level of Service Methodologies & Guidelines
Intersection level-of-service (LOS) has been calculated for all control types using the methods
documented in the Transportation Research Board publication Highway Capacity Manual
(HCM) 2010. LOS determinations are presented on a letter grade scale from “A” to “F”,
whereby LOS A represents free-flow operating conditions and LOS “F” represents over-capacity
conditions. LOS definitions for different types of intersection controls are presented in Table 1.
Intersection LOS will be calculated for all control types using the Synchro 8 software by
Trafficware, implementing the methods documented in HCM 2010.
The City of SLO currently maintains its General Plan Circulation Element that is accessible via
the City's website 1. Within the General Plan, the City of SLO has designated LOS "D' as the
minimum acceptable LOS standard on arterial streets and parkway arterials.
In addition, Caltrans published Guide for the Preparation of Traffic Impact Studies (dated
December 2002) states the following:
“Caltrans endeavors to maintain a target LOS at the transition between LOS “C” and
LOS “D” on State highway facilities, however, Caltrans acknowledges that this may not
be always feasible and recommends that the lead agency consult with Caltrans to
determine the appropriate target LOS.”
Based on the City General Plan policies and Caltrans guidelines, acceptable LOS for both
Caltrans jurisdictions (ramps) and SLO City facilities will be determined at LOS D or better.
1http://www.slocity.org/communitydevelopment/download/unifiedgeneralplan/Chapter2-Circulation%20(Web).pdf
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TABLE 1
LEVEL OF SERVICE (LOS) CRITERIA FOR INTERSECTIONS
Level
of
Service
Type of
Flow Delay Maneuverability
Stopped Delay/Vehicle
Signalized
Un
signalized
All-Way
Stop
A
St
a
b
l
e
Fl
o
w
Very slight delay. Progression is
very favorable, with most vehicles
arriving during the green phase not
stopping at all.
Turning movements
are easily made, and
nearly all drivers find
freedom of operation.
< 10.0 < 10.0 < 10.0
B
St
a
b
l
e
Fl
o
w
Good progression and/or short
cycle lengths. More vehicles stop
than for LOS A, causing higher
levels of average delay.
Vehicle platoons are
formed. Many drivers
begin to feel somewhat
restricted within groups
of vehicles.
>10.0
and
< 20.0
>10.0
and
< 15.0
>10.0
and
< 15.0
C
St
a
b
l
e
Fl
o
w
Higher delays resulting from fair
progression and/or longer cycle
lengths. Individual cycle failures
may begin to appear at this level.
The number of vehicles stopping is
significant, although many still
pass through the intersection
without stopping.
Back-ups may develop
behind turning
vehicles. Most drivers
feel somewhat
restricted
>20.0
and
< 35.0
>15.0
and
< 25.0
>15.0
and
< 25.0
D
A pp
r
o
a
c
h
i
n
g
Un
s
t
a
b
l
e
Fl
o
w
The influence of congestion
becomes more noticeable. Longer
delays may result from some
combination of unfavorable
progression, long cycle lengths, or
high volume-to-capacity ratios.
Many vehicles stop, and the
proportion of vehicles not stopping
declines. Individual cycle failures
are noticeable.
Maneuverability is
severely limited during
short periods due to
temporary back-ups.
>35.0
and
< 55.0
>25.0
and
< 35.0
>25.0
and
< 35.0
E
Un
s
t
a
b
l
e
F
l
o
w
Generally considered to be the
limit of acceptable delay. Indicative
of poor progression, long cycle
lengths, and high volume-to-
capacity ratios. Individual cycle
failures are frequent occurrences.
There are typically long
queues of vehicles
waiting upstream of the
intersection.
>55.0
and
< 80.0
>35.0
and
< 50.0
>35.0
and
< 50.0
F
Fo
r
c
e
d
F
l
o
w
Generally considered to be
unacceptable to most drivers.
Often occurs with over saturation.
May also occur at high volume-to-
capacity ratios. There are many
individual cycle failures. Poor
progression and long cycle lengths
may also be major contributing
factors.
Jammed conditions.
Back-ups from other
locations restrict or
prevent move-ment.
Volumes may vary
widely, depending prin-
cipally on the
downstream back-up
conditions.
> 80.0 > 50.0 > 50.0
References: 2010 and 2000 Highway Capacity Manual
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Significance and Mitigation Thresholds
In accordance with the June 2000 City of SLO Traffic Impact Study Preparation Guidelines,A
project is considered to have a significant traffic impact for signalized and unsignalized
intersections when:
x The addition of project traffic to a signalized intersection exceeds the thresholds
provided in the Table 2.
x The project's access to a major street requires an access that would create an unsafe
situation or a new traffic signal, and/or major revisions to an existing traffic signal.
x The project adds traffic to a street with design features (e.g., narrow width, roadside
ditches, sharp curves, poor sight distance, and inadequate pavement structure) that may
cause potential safety problems with the addition of project traffic.
TABLE 2
SIGNALIZED INTERSECTION THRESHOLDS OF SIGNIFICANCE
FOR TRAFFIC IMPACT STUDIES
THRESHOLD CRITERIA
C >45 150-540 90-180
D >15 50-180 30-60
E >10 30-120 20-40
F >5 15-60 10-20
Pre-Project
LEVEL OF
SERVICE
(LOS)
PER LANE PEAK HOUR
TRIPS ADDED TO
CRITICAL MOVEMENTS
TOTAL PROJECT PEAK HOUR TRIP
GENERATION
PROJECT PEAK HOURS TRIPS
ENTERING A CRITICAL
INTERSECTION
GUIDELINES BASED ON PROJECTED TRIPS GENERATED FROM PROJECT
x The addition of project plus cumulative traffic to a signalized intersection increases the
volume to capacity (V/C) ratio by the V/C threshold in Table 2
x If the above thresholds are exceeded, the Developer may be required to construct
improvements or implement other methods to reduce the level of impact to
insignificance. The thresholds of significance identified above assume full contribution to
the Traffic Mitigation Fee Fund.
x The addition of project, or project plus cumulative, traffic to an unsignalized intersection
increases the level of service to an unacceptable level. The Highway Capacity Manual
shall determine Level of Service at unsignalized intersections.
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Existing Intersection Operations
Existing AM and PM peak hour intersection traffic operations were quantified utilizing the
existing traffic volumes (Figure 3) and the existing intersection lane geometrics and control
(Figure 2). Table 3 contains a summary of the Existing study intersection LOS conditions.
TABLE 3
EXISTING INTERSECTION LEVEL OF SERVICE
Delay LOS Delay LOS
1 Los Osos Valley Road/Calle Joaquin Road Signal D 3.9 A 6.0 A
2 Los Osos Valley Road/US 101 Signal D 22.7 C 30.8 C
3 Los Osos Valley Road/US 101 Signal D 20.9 C 17.4 B
Notes:
Intersection
Control
Type 1,2#
1. AWSC = All Way Stop Control; TWSC = Two Way Stop Control; RNDBT = Roundabout
3. Warrant = Based on California MUTCD Warrant 3
Targe t
LOS
Hour Hour
2. LOS = Delay based on worst minor street approach for TWSC intersections, average of all
As shown in Table 3, all study intersections operate at an acceptable LOS.
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Project Description
The project will be located in the southern portion of the City, north of Los Osos Valley Road
(LOVR) on Calle Joaquin, just west of US 101. The term “project”, as used in this report, refers
to the 1413 Calle Joaquin development which is 4 parcels totaling to a 11.29 acre site. The build
out year for this project is 2016. The Towneplace Suites (hotel) is proposed on Lot 3 (APN 053-
152-003). The remaining three parcels are proposed as a rezoning only. The project applicant
has applied for a rezone from Commercial Service to Commercial Retail. The Corresponding
General Plan Amendment would be a change from Services and Manufacturing to General
Retail. The site plan for Lots 1, 2, and 4 are not yet determined, but their general site plan is
depicted in Figure 4A. The site plan for Towneplace Suites in Lot 3 is shown in Figure 4B.
Project Trip Generation
Trip generation estimate was provided for weekday AM and PM peak hour conditions during
normal operating months. The trip generation rates were determined using Institute of
Transportation Engineers' (ITE)Trip Generation Manual (9th Ed).Trip generation estimates for
the proposed project have been first divided by individual parcel, and then aggregated to
provide an estimate of total project trip generation potential.
Lot 1, 2 & 4 - Individual Parcel Trip Generation Estimates
The project trip generation for the three Commercial Retail parcels were calculated based on
the shopping center land use (820) in the ITE Trip Generation Manual (9th Ed).U s i n g t h e
criteria contained in the City's General Plan Land Use section 3.1.2 and the City's zoning
requirements (Table 9: Uses Allowed by Zone of San Luis Obispo Municipal Code), the
"Shopping Center" land use represents the "reasonable worst-case scenario" land-use from a
trip generation perspective. The combined lot acreage for the three parcels is 8.46 acres. Each
of the three parcels are approximately 2.82 acres in size. The City permits a maximum 0.33
floor to site area ratio to building size. Using the maximum ratio, the maximum building size for
each parcel would be approximately, 39,800 sq. ft. The trip generation estimates associated
with each parcel during AM and PM peak hour conditions are presented in Table 4.
Lot 3 - Towneplace Suites Trip Generation Estimates
To determine trip generation for the proposed Towneplace Suites Project, the Hotel land use
(310) in the ITE Trip Generation Manual (9th Ed)was utilized. The trip generation rates are
based on the applicant's estimate of a maximum of 115 guest rooms. Trip generation estimate
for Lot 3 is also in Table 4.
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TABLE 4
PROJECT TRIP GENERATION
Land Use Category (ITE Code) Unit1
Total In % Out % Total In % Out %
Shopping Center (820) ksf 2.24 62% 38% 8.12 48% 52%
Hotel (310) Rooms 0.53 59% 41% 0.60 51% 49%
Total In Out Total In Out
Lot 1 - Shopping Center Use (Ksf) 39.80 89 55 34 323 155 168
Lot 2 - Shopping Center Use (Ksf) 39.80 89 55 34 323 155 168
Lot 3 -Towneplace Suites Hotel (Rooms) 115 61 36 25 69 35 34
Lot 4 - Shopping Center Use (Ksf) 39.80 89 55 34 323 155 168
Total Project Trips 328 201 127 1,038 501 538
Notes:
1. 1 ksf = 1,000 square feet
2. Trip rates based on ITE Trip Generation Manual 9th edition
Project Name Quantity
(Units)
AM Peak Hour Trips PM Peak Hour Trips
AM Peak Hour Trip Rate/Unit PM Peak Hour Trip Rate/Unit
As shown in Table 4, all 4 parcels are estimated to generate 328 AM peak hour trips and 1,038
PM peak hour trips.
Project Trip Distribution
Based on an analysis of the trip making characteristics of the proposed project along with area
demographics, the trip distribution of project-generated traffic is estimated. Traffic will be
assigned to the existing street system based on logical travel patterns associated with this
directional distribution.
Figure 5A depicts the trip distribution based on the commercial retail for Lots 1,2,4
Figure 5B depicts the trip distribution based on the Towneplace Suites (Hotel) for Lot 3.
Figure 6 depicts the total project only peak hour traffic volumes for all the lots.
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Year 2016 No Project Conditions
The Year 2016 No Project condition is the build out of approved/pending land development
within the City. The volumes were projected using a one percent growth rate determined by the
U.S. Census historical population data.
Short Term No Project Intersection Operations
When comparing the Existing Conditions to the Year 2016 No Project conditions, the Year 2016
No Project conditions show an increase in trips anywhere from one vehicle up to 16 vehicles for
the project study intersections. There was no impact on the LOS at the project study
intersections. Table 5 contains a summary of the short term 2016 No Project study intersection
LOS conditions.
TABLE 5
2016 NO PROJECT INTERSECTION LEVEL OF SERVICE
Delay LOS Delay LOS
1 Los Osos Valley Road/Calle Joaquin Road Signal D 3.9 A 5.7 A
2 Los Osos Valley Road/US 101 Signal D 24.2 C 29.1 C
3 Los Osos Valley Road/US 101 Signal D 21.1 C 12.3 B
Notes:
1. AWSC = All Way Stop Control; TWSC = Two Way Stop Control; RNDBT = Roundabout
2. LOS = Delay based on worst minor street approach for TWSC intersections, average of all approaches
3. Warrant = Based on California MUTCD Warrant 3
#I n t e r s e c t i o n
Control
Type 1,2 Targe t
LOS
Hour Hour
As shown in Table 5, all study intersections operate at an acceptable LOS. Figure 7 shows the
intersection traffic volumes for Year 2016 No Project conditions.
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Year 2016 Plus Project Conditions
The Year 2016 Plus Project condition is the analysis scenario in which traffic impacts associated
with the proposed project are investigated in comparison to the Year 2016 No Project conditions
scenario.
Year 2016 Plus Project Intersection Operations
The Year 2016 Plus Project AM and PM peak hour intersection traffic operations were
quantified adding Year 2016 Project Only peak hour traffic volumes (Figure 7) to the Year 2016
No Project traffic volumes using the existing lane geometrics and control (Figure 2). Figure 8
shows the Year 2016 Plus Project traffic volumes.Table 6 contains a summary of the Year
2016 Plus Project study intersections LOS conditions.
TABLE 6
YEAR 2016 PLUS PROJECT INTERSECTION LEVEL OF SERVICE
Delay LOS Delay LOS
1 Los Osos Valley Road/Calle Joaquin Road Signal D 7.4 A 31.4 C
2 Los Osos Valley Road/US 101 Southbound Signal D 25.5 C 52.9 D
3 Los Osos Valley Road/US 101 Northbound Signal D 22.7 C 28.0 C
# Intersection
Control
Type1,2 Target
LOS
AM Peak Hour PM Peak Hour
As shown in Table 6, all study intersections are projected to operate at an acceptable LOS.
On-Site Circulation
Each parcel will have their own driveway access. Along Calle Joaquin and at its intersection
with LOVR, the following recommendations have been made to alleviate traffic generated from
the project and provide a safer transportation environment:
x )URPLWVLQWHUVHFWLRQDW/295VWULSH&DOOH-RDTXLQZLWK650 feet of storage for the
southbound left turn, with a 90 foot taper transitioning to atwo-way-left-turn lane
(TWLTL) to the end of the project frontage; providing a saferenvironment for all
transportation modes
x 5 foot bicycle lane in both directions
x 5 foot sidewalk on the west side of Calle Joaquin
x 10 foot grass buffer between the sidewalk and curb
Insert 1 shows a cross section of the recommendations for Calle Joaquin.
Insert 1: Calle Joaquin Cross-Section
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Cumulative (Year 2035) Conditions
The long-term future year traffic forecast for this study have been developed using the
LOVR/US 101 Interchange Improvement Project Draft EIR.
Programmed Improvements
The following roadway improvements are identified in the LOVR Traffic Relief Project and
included in the 2035 conditions. Figure 9 shows the lane geometrics and control for the Year
2035.
x Construction of a separate bridge on LOVR over US 101 to provide an additional
eastbound lane
x Widening of the bridge crossing over SLO Creek
x Improvements for pedestrian and bicycle access along both sides of LOVR
x Widening of the north and south bound ramps
In addition, the City of SLO Bicycle Transportation Plan, November 5, 2013, provides the
location of bicycle routes proposed in the vicinity of the project. A Class I Bike Path from Prado
Road, east side of drainage swale, south of Prefumo Creek and east of Calle Joaquin is
proposed, as shown in Insert 2 below.
Insert 2
Class I Bike Path
Source:City of San Luis Obispo Bicycle Transportation Plan
Calle Joaquin Transportation Impact Analysis Report Page 22
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As shown in Insert 2, the proposed Class I bike path would need to be located along the creek
adjacent to Lot 4. From the creek, the path is connecting to the end of Calle Joaquin.
Year 2035 No Project Conditions
Year 2035 No Project conditions analysis establishes the baseline traffic conditions observed in
Year 2035. The Year 2035 No Project condition is the analysis scenario in which future
operations at study locations, assuming no project development, are analyzed. Year 2035 No
Project conditions refers to a cumulative No Project condition where the proposed development
remains undeveloped through year 2035 and year 2035 model land uses are assumed
elsewhere. Year 2035 Plus Project conditions were assumed to be included in the Draft EIR
based on the volume difference. The 2035 No Project conditions were derived by subtracting
out the proposed project-generated traffic from the 2035 Plus Project conditions. Figure 10
shows the Year 2035 No Project intersection traffic volumes.
Year 2035 No Project Intersection Operations
Table 7 contains a summary of the Year 2035 No Project study intersection LOS conditions.
TABLE 7
YEAR 2035 NO PROJECT INTERSECTION LEVEL OF SERVICE
Delay LOS Delay LOS
1 Los Osos Valley Road/Calle Joaquin Road Signal D 4.6 A 7.9 A
2 Los Osos Valley Road/US 101 Signal D 19.4 B 32.8 C
3 Los Osos Valley Road/US 101 Signal D 21.2 C 15.5 B
Notes:
1. AWSC = All Way Stop Control; TWSC = Two Way Stop Control; RNDBT = Roundabout
2. LOS = Delay based on worst minor street approach for TWSC intersections, average of all approaches
3. Warrant = Based on California MUTCD Warrant 3
#I n t e r s e c t i o n
Control
Type 1,2 Targe t
LOS
Hour Hour
As shown in Table 7, all study intersections are projected to operate at an acceptable LOS.
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Year 2035 Plus Project Conditions
Year 2035 Plus Project conditions retrieved from the Draft EIR of the LOVR/US101 Interchange
Improvement Project prepared by Caltrans. Year 2035 Plus Project conditions were assumed
to be included in the Draft EIR. For the 2035 cumulative conditions, the intersection of Calle
Joaquin and LOVR was assumed to be upgraded and the lane usage was changed based on
the deficiencies without changing the lane use. Figure 11 shows the Year 2035 Plus Project
intersection traffic volumes.
Year 2035 Plus Project Conditions Intersection Operations
Table 8 contains a summary of the Year 2035 Plus Project study intersection LOS conditions.
TABLE 8
YEAR 2035 PLUS PROJECT INTERSECTION LEVEL OF SERVICE
Delay LOS Delay LOS
1 Los Osos Valley Road/Calle Joaquin Road Signal D 12.2 B 52.9 D
2 Los Osos Valley Road/US 101 Signal D 26.6 C '
3 Los Osos Valley Road/US 101 Signal D 26.0 C &
Notes:
1. AWSC = All Way Stop Control; TWSC = Two Way Stop Control; RNDBT = Roundabout
2. LOS = Delay based on worst minor street approach for TWSC intersections, average of all approaches
3. Warrant = Based on California MUTCD Warrant 3
#I n t e r s e c t i o n
Control
Type 1,2 Targe t
LOS
Hour Hour
As shown in Table 8, all study intersections are projected to operate at an acceptable LOS.
Mitigation measures that address the LOS deficiencies are discussed in a subsequent section of
this report.
Calle Joaquin Transportation Impact Analysis Report Page 26
City of San Luis Obispo R1854TIA004.docx
Project Impacts & Mitigations Measures
This section summarizes significant project impacts to the adjacent roadways and presents
recommended project-related mitigation measures at the study intersections, developed based
on the finding from the analyses presented in the prior sections of this report. The impacts and
mitigation measures are provided for both Year 2016 Plus Project conditions and Year 2035
conditions separately, so it might be possible that same mitigation measures at one location be
applicable in both conditions.
Impact Significance Criteria
In accordance with the June 2000 City of SLO Traffic Impact Study Preparation Guidelines, A
project is considered to have a significant traffic impact for signalized and unsignalized
intersections when:
x The addition of project traffic to a signalized intersection exceeds the thresholds
provided in the Table 2.
x The project's access to a major street requires an access that would create an unsafe
situation or a new traffic signal, and/or major revisions to an existing traffic signal.
x The project adds traffic to a street with design features (e.g., narrow width, roadside
ditches, sharp curves, poor sight distance, and inadequate pavement structure) that may
cause potential safety problems with the addition of project traffic.
TABLE 2
Signalized Intersection Thresholds of Significance
for Traffic Impact Studies
THRESHOLD CRITERIA
C >45 150-540 90-180
D >15 50-180 30-60
E >10 30-120 20-40
F >5 15-60 10-20
Pre-Project
LEVEL OF
SERVICE
(LOS)
PER LANE PEAK HOUR
TRIPS ADDED TO
CRITICAL MOVEMENTS
TOTAL PROJECT PEAK HOUR TRIP
GENERATION
PROJECT PEAK HOURS TRIPS
ENTERING A CRITICAL
INTERSECTION
GUIDELINES BASED ON PROJECTED TRIPS GENERATED FROM PROJECT
x The addition of project plus cumulative traffic to a signalized intersection increases the
volume to capacity (V/C) ratio by the V/C threshold in Table 2
x If the above thresholds are exceeded, the Developer may be required to construct
improvements or implement other methods to reduce the level of impact to
insignificance. The thresholds of significance identified above assume full contribution to
the Traffic Mitigation Fee Fund.
x The addition of project, or project plus cumulative, traffic to an unsignalized intersection
increases the level of service to an unacceptable level. The Highway Capacity Manual
shall determine Level of Service at unsignalized intersections.
Calle Joaquin Transportation Impact Analysis Report Page 28
City of San Luis Obispo R1854TIA004.docx
Calle Joaquin Transportation Impact Analysis Report Page 29
City of San Luis Obispo R1854TIA004.docx
Year 2016 No Project Impacts
The projected volumes for Year 2016 without the project development do not present a
deficiency at any of the study intersections. No mitigations are recommended.
Year 2016 Plus Project Impacts
The implementation of the proposed project is projected to degrade the LOS at the study
intersections only during the PM peak hour, but still maintain an acceptable level of service.
The LOS at the intersection of LOVR and US 101 SB Ramps degrades to LOS D in the PM
peak hour. No mitigations are necessary to alleviate peak hour traffic congestion. However, the
roadway striping improvements as contained in the on-site circulation section of this report
should be completed prior to occupancy of any project parcel.
Year 2035 No Project Impacts
The projected volumes for Year 2035 do not present a deficiency at any of the study
intersections. No mitigations are recommended.
Year 2035 Plus Project Impacts
As summarized in Table 9 below, development of the proposed project would have a significant
impact to the intersection of LOVR and Calle Joaquin, specifically in the PM peak hour. The
LOS at LOVR and Calle Joaquin is unacceptable with significant delay; with the existing lane
geometries and signal control.
TABLE 9 CUMULATIVE PLUS PROJECT CONDITIONS WITHOUT MITIGATION
Delay LOS Delay LOS
1 Los Osos Valley Road/Calle Joaquin
Road Signal D 12.1 B 71.4 E
2 Los Osos Valley Road/US 101
Southbound ramps Signal D 24.4 C 48.4 D
3 Los Osos Valley Road/US 101
Northbound ramps Signal D 24.7 C 21.1 C
Hour
#I n t e r s e c t i o n
Control
Type 1,2 Targe t
LOS
Hour
As shown in Table 9, all study intersections are projected to operate at an acceptable LOS.
Year 2035 Plus Project: Mitigation
It is recommended to upgrade the traffic signal at the intersection of LOVR and Calle Joaquin,
and to modify the lane usage on the westbound approach of Calle Joaquin where the project is
located. To mitigate the impacts of the project, it is recommended that a second left turn lane
be added in some manner on the Calle Joaquin approach. With these mitigation measures in
place, the LOS satisfies the City of San Luis Obispo's standards.
Calle Joaquin Transportation Impact Analysis Report Page 30
City of San Luis Obispo R1854TIA004.docx
Appendix
Level of Service Worksheets
Level of Service Worksheets
2014 EXISTING CONDITIONS
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2014 Existing Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 9 2 50 56 3 19 47 800 71 34 812 17
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1900
Adj Flow Rate, veh/h 10 2 0 71 4 24 55 930 83 37 873 18
Adj No. of Lanes 111110121120
Peak Hour Factor 0.90 0.90 0.90 0.79 0.79 0.79 0.86 0.86 0.86 0.93 0.93 0.93
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 172 135 115 195 17 100 561 2625 1175 552 2604 54
Arrive On Green 0.07 0.07 0.00 0.07 0.07 0.07 0.07 1.00 1.00 0.03 0.73 0.73
Sat Flow, veh/h 1377 1863 1583 1409 231 1387 1774 3539 1583 1774 3546 73
Grp Volume(v), veh/h 10 2 0 71 0 28 55 930 83 37 436 455
Grp Sat Flow(s),veh/h/ln 1377 1863 1583 1409 0 1618 1774 1770 1583 1774 1770 1850
Q Serve(g_s), s 0.5 0.1 0.0 3.8 0.0 1.2 0.6 0.0 0.0 0.4 6.6 6.6
Cycle Q Clear(g_c), s 1.8 0.1 0.0 3.8 0.0 1.2 0.6 0.0 0.0 0.4 6.6 6.6
Prop In Lane 1.00 1.00 1.00 0.86 1.00 1.00 1.00 0.04
Lane Grp Cap(c), veh/h 172 135 115 195 0 117 561 2625 1175 552 1299 1358
V/C Ratio(X) 0.06 0.01 0.00 0.36 0.00 0.24 0.10 0.35 0.07 0.07 0.34 0.34
Avail Cap(c_a), veh/h 361 391 332 389 0 339 636 2625 1175 734 1299 1358
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.93 0.93 0.93 1.00 1.00 1.00
Uniform Delay (d), s/veh 34.2 32.9 0.0 34.6 0.0 33.4 2.3 0.0 0.0 2.2 3.6 3.6
Incr Delay (d2), s/veh 0.1 0.0 0.0 1.1 0.0 1.0 0.1 0.4 0.1 0.1 0.7 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 0.0 0.0 1.5 0.0 0.6 0.3 0.1 0.0 0.2 3.4 3.5
LnGrp Delay(d),s/veh 34.4 32.9 0.0 35.8 0.0 34.4 2.4 0.4 0.1 2.2 4.3 4.2
L n G r p L O S CC D CAAAAAA
Approach Vol, veh/h 12 99 1068 928
Approach Delay, s/veh 34.1 35.4 0.4 4.2
Approach LOS C D A A
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.8 73.7 9.5 6.2 74.3 9.5
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 6.0 56.0 16.0 10.0 52.0 16.0
Max Q Clear Time (g_c+I1), s 2.6 8.6 5.8 2.4 2.0 3.8
Green Ext Time (p_c), s 0.0 20.3 0.3 0.0 20.7 0.3
Intersection Summary
HCM 2010 Ctrl Delay 3.9
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 NB/101 SB 2014 Existing Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 402 1 218 50 703 0 0 605 313
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1863
Adj Flow Rate, veh/h 437 1 237 54 764 0 0 658 340
Adj No. of Lanes 110120011
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 520 2 462 372 2142 0 0 838 712
Arrive On Green 0.29 0.29 0.29 0.11 0.61 0.00 0.00 0.45 0.45
Sat Flow, veh/h 1774 7 1578 1774 3632 0 0 1863 1583
Grp Volume(v), veh/h 437 0 238 54 764 0 0 658 340
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1863 1583
Q Serve(g_s), s 19.3 0.0 10.5 1.1 9.1 0.0 0.0 25.1 12.6
Cycle Q Clear(g_c), s 19.3 0.0 10.5 1.1 9.1 0.0 0.0 25.1 12.6
Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 520 0 464 372 2142 0 0 838 712
V/C Ratio(X) 0.84 0.00 0.51 0.15 0.36 0.00 0.00 0.79 0.48
Avail Cap(c_a), veh/h 520 0 464 372 2413 0 0 980 833
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.95 0.95
Uniform Delay (d), s/veh 27.7 0.0 24.6 12.2 8.3 0.0 0.0 19.6 16.1
Incr Delay (d2), s/veh 15.1 0.0 4.0 0.8 0.5 0.0 0.0 6.9 2.2
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 11.6 0.0 5.1 0.6 4.5 0.0 0.0 14.4 5.9
LnGrp Delay(d),s/veh 42.8 0.0 28.6 13.0 8.8 0.0 0.0 26.5 18.3
LnGrp LOS D C B A C B
Approach Vol, veh/h 675 818 998
Approach Delay, s/veh 37.8 9.1 23.7
Approach LOS D A C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 13.0 49.0 62.0 28.0
Change Period (Y+Rc), s 3.5 5.0 5.0 3.5
Max Green Setting (Gmax), s 9.5 44.0 57.0 24.5
Max Q Clear Time (g_c+I1), s 3.1 27.1 11.1 21.3
Green Ext Time (p_c), s 0.1 10.5 17.5 1.0
Intersection Summary
HCM 2010 Ctrl Delay 22.7
HCM 2010 LOS C
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2014 Existing Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 389 157 99 364 891 116
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 432 174 115 423 979 127
Adj No. of Lanes 211111
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 627 288 249 1263 1073 912
Arrive On Green 0.18 0.18 0.05 0.68 0.58 0.58
Sat Flow, veh/h 3442 1583 1774 1863 1863 1583
Grp Volume(v), veh/h 432 174 115 423 979 127
Grp Sat Flow(s),veh/h/ln 1721 1583 1774 1863 1863 1583
Q Serve(g_s), s 8.0 6.9 1.6 6.4 31.9 2.5
Cycle Q Clear(g_c), s 8.0 6.9 1.6 6.4 31.9 2.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 627 288 249 1263 1073 912
V/C Ratio(X) 0.69 0.60 0.46 0.33 0.91 0.14
Avail Cap(c_a), veh/h 1141 525 513 1592 1126 957
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 26.0 25.5 15.0 4.6 12.9 6.6
Incr Delay (d2), s/veh 1.4 2.0 1.3 0.7 13.1 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 3.9 3.1 1.4 3.5 19.9 1.2
LnGrp Delay(d),s/veh 27.3 27.5 16.4 5.3 26.0 6.9
LnGrp LOS C C B A C A
Approach Vol, veh/h 606 538 1106
Approach Delay, s/veh 27.4 7.6 23.8
Approach LOS C A C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 6.9 67.2 74.1 15.9
Change Period (Y+Rc), s 3.5 6.0 6.0 3.5
Max Green Setting (Gmax), s 13.5 41.0 58.0 22.5
Max Q Clear Time (g_c+I1), s 3.6 33.9 8.4 10.0
Green Ext Time (p_c), s 0.2 5.2 17.1 2.4
Intersection Summary
HCM 2010 Ctrl Delay 20.9
HCM 2010 LOS C
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2014 Existing Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 16 4 40 100 10 65 45 1415 62 41 1310 22
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1900
Adj Flow Rate, veh/h 17 4 0 109 11 71 49 1538 67 45 1424 24
Adj No. of Lanes 111110121120
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 171 202 172 241 24 152 337 2507 1121 370 2517 42
Arrive On Green 0.11 0.11 0.00 0.11 0.11 0.11 0.07 1.00 1.00 0.03 0.71 0.71
Sat Flow, veh/h 1311 1863 1583 1407 217 1399 1774 3539 1583 1774 3562 60
Grp Volume(v), veh/h 17 4 0 109 0 82 49 1538 67 45 707 741
Grp Sat Flow(s),veh/h/ln 1311 1863 1583 1407 0 1616 1774 1770 1583 1774 1770 1852
Q Serve(g_s), s 1.0 0.2 0.0 5.9 0.0 3.8 0.6 0.0 0.0 0.5 15.5 15.5
Cycle Q Clear(g_c), s 4.8 0.2 0.0 6.1 0.0 3.8 0.6 0.0 0.0 0.5 15.5 15.5
Prop In Lane 1.00 1.00 1.00 0.87 1.00 1.00 1.00 0.03
Lane Grp Cap(c), veh/h 171 202 172 241 0 175 337 2507 1121 370 1251 1309
V/C Ratio(X) 0.10 0.02 0.00 0.45 0.00 0.47 0.15 0.61 0.06 0.12 0.57 0.57
Avail Cap(c_a), veh/h 293 376 320 372 0 326 412 2507 1121 537 1251 1309
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.81 0.81 0.81 1.00 1.00 1.00
Uniform Delay (d), s/veh 35.4 31.6 0.0 34.3 0.0 33.2 4.3 0.0 0.0 2.8 5.7 5.7
Incr Delay (d2), s/veh 0.3 0.0 0.0 1.3 0.0 1.9 0.2 0.9 0.1 0.1 1.9 1.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.4 0.1 0.0 2.4 0.0 1.8 0.3 0.3 0.0 0.3 8.1 8.5
LnGrp Delay(d),s/veh 35.7 31.6 0.0 35.6 0.0 35.1 4.5 0.9 0.1 2.9 7.5 7.5
L n G r p L O S DC D DAAAAAA
Approach Vol, veh/h 21 191 1654 1493
Approach Delay, s/veh 34.9 35.4 1.0 7.4
Approach LOS C D A A
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.6 70.8 12.6 6.5 70.9 12.6
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 6.0 56.0 16.0 10.0 52.0 16.0
Max Q Clear Time (g_c+I1), s 2.6 17.5 8.1 2.5 2.0 6.8
Green Ext Time (p_c), s 0.0 32.5 0.6 0.0 40.4 0.6
Intersection Summary
HCM 2010 Ctrl Delay 6.0
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 NB/101 SB 2014 Existing Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 229 1 381 88 1141 0 0 780 670
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1863
Adj Flow Rate, veh/h 249 1 414 96 1240 0 0 848 728
Adj No. of Lanes 110120011
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 484 1 431 287 2240 0 0 909 773
Arrive On Green 0.27 0.27 0.27 0.11 0.63 0.00 0.00 0.49 0.49
Sat Flow, veh/h 1774 4 1580 1774 3632 0 0 1863 1583
Grp Volume(v), veh/h 249 0 415 96 1240 0 0 848 728
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1863 1583
Q Serve(g_s), s 10.7 0.0 23.2 2.0 17.8 0.0 0.0 38.4 39.2
Cycle Q Clear(g_c), s 10.7 0.0 23.2 2.0 17.8 0.0 0.0 38.4 39.2
Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 484 0 432 287 2240 0 0 909 773
V/C Ratio(X) 0.51 0.00 0.96 0.33 0.55 0.00 0.00 0.93 0.94
Avail Cap(c_a), veh/h 484 0 432 287 2244 0 0 912 775
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.80 0.80
Uniform Delay (d), s/veh 27.7 0.0 32.2 18.2 9.3 0.0 0.0 21.6 21.8
Incr Delay (d2), s/veh 3.9 0.0 34.6 3.1 1.0 0.0 0.0 14.8 17.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.7 0.0 14.3 1.4 8.9 0.0 0.0 23.3 20.8
LnGrp Delay(d),s/veh 31.5 0.0 66.8 21.3 10.3 0.0 0.0 36.4 39.7
LnGrp LOS C E C B D D
Approach Vol, veh/h 664 1336 1576
Approach Delay, s/veh 53.6 11.1 37.9
Approach LOS D B D
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 13.0 49.0 62.0 28.0
Change Period (Y+Rc), s 3.5 5.0 5.0 3.5
Max Green Setting (Gmax), s 9.5 44.0 57.0 24.5
Max Q Clear Time (g_c+I1), s 4.0 41.2 19.8 25.2
Green Ext Time (p_c), s 0.1 2.7 28.9 0.0
Intersection Summary
HCM 2010 Ctrl Delay 30.8
HCM 2010 LOS C
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2014 Existing Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 474 105 168 755 710 299
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 527 117 195 878 780 329
Adj No. of Lanes 211111
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 709 326 338 1226 988 840
Arrive On Green 0.21 0.21 0.08 0.66 0.53 0.53
Sat Flow, veh/h 3442 1583 1774 1863 1863 1583
Grp Volume(v), veh/h 527 117 195 878 780 329
Grp Sat Flow(s),veh/h/ln 1721 1583 1774 1863 1863 1583
Q Serve(g_s), s 10.0 4.4 3.1 21.3 23.7 8.6
Cycle Q Clear(g_c), s 10.0 4.4 3.1 21.3 23.7 8.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 709 326 338 1226 988 840
V/C Ratio(X) 0.74 0.36 0.58 0.72 0.79 0.39
Avail Cap(c_a), veh/h 1107 509 543 1545 1092 928
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 26.0 23.8 12.8 7.7 13.3 9.7
Incr Delay (d2), s/veh 1.6 0.7 1.6 3.6 6.4 1.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.9 2.0 2.3 12.0 13.7 4.1
LnGrp Delay(d),s/veh 27.6 24.5 14.3 11.3 19.7 11.1
L n G r p L O S CCBBBB
Approach Vol, veh/h 644 1073 1109
Approach Delay, s/veh 27.0 11.9 17.1
Approach LOS C B B
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.9 63.2 72.1 17.9
Change Period (Y+Rc), s 3.5 6.0 6.0 3.5
Max Green Setting (Gmax), s 13.5 41.0 58.0 22.5
Max Q Clear Time (g_c+I1), s 5.1 25.7 23.3 12.0
Green Ext Time (p_c), s 0.4 11.4 20.2 2.4
Intersection Summary
HCM 2010 Ctrl Delay 17.4
HCM 2010 LOS B
Level of Service Worksheets
2016 NO PROJECT CONDITIONS
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2016 No Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 9 2 51 57 3 19 48 816 72 35 828 17
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3 186.3
Lanes 111110121120
Cap, veh/h 181 139 118 204 17 103 550 2576 1152 545 2554 52
Arrive On Green 0.07 0.07 0.00 0.07 0.07 0.07 0.08 1.00 1.00 0.03 0.72 0.72
Sat Flow, veh/h 1377 1863 1583 1409 231 1387 1774 3539 1583 1774 3548 72
Grp Volume(v), veh/h 10 2 0 72 0 28 56 949 84 38 444 464
Grp Sat Flow(s),veh/h/ln 1377 1863 1583 1409 0 1618 1774 1770 1583 1774 1770 1850
Q Serve(g_s), s 0.5 0.1 0.0 3.6 0.0 1.2 0.5 0.0 0.0 0.4 6.7 6.7
Cycle Q Clear(g_c), s 1.7 0.1 0.0 3.6 0.0 1.2 0.5 0.0 0.0 0.4 6.7 6.7
Prop In Lane 1.00 1.00 1.00 0.86 1.00 1.00 1.00 0.04
Lane Grp Cap(c), veh/h 181 139 118 204 0 121 550 2576 1152 545 1274 1332
V/C Ratio(X) 0.06 0.01 0.00 0.35 0.00 0.23 0.10 0.37 0.07 0.07 0.35 0.35
Avail Cap(c_a), veh/h 464 521 443 494 0 453 707 2576 1152 641 1274 1332
HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.90 0.90 0.90 1.00 1.00 1.00
Uniform Delay (d), s/veh 31.9 30.6 0.0 32.3 0.0 31.1 2.3 0.0 0.0 2.3 3.7 3.7
Incr Delay (d2), s/veh 0.1 0.0 0.0 1.0 0.0 1.0 0.1 0.4 0.1 0.1 0.8 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile Back of Q (50%), veh/ln 0.2 0.0 0.0 1.3 0.0 0.5 0.1 0.1 0.0 0.1 2.2 2.3
Lane Grp Delay (d), s/veh 32.0 30.7 0.0 33.3 0.0 32.1 2.4 0.4 0.1 2.3 4.5 4.5
Lane Grp LOS C C C C AAAAAA
Approach Vol, veh/h 12 100 1089 946
Approach Delay, s/veh 31.8 33.0 0.5 4.4
Approach LOS C C A A
Timer
Assigned Phs 8 4 1 6 5 2
Phs Duration (G+Y+Rc), s 9.3 9.3 6.7 56.0 6.1 55.4
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 20.0 20.0 9.0 52.0 6.0 49.0
Max Q Clear Time (g_c+I1), s 3.7 5.6 2.5 2.0 2.4 8.7
Green Ext Time (p_c), s 0.4 0.3 0.1 21.4 0.0 19.6
Intersection Summary
HCM 2010 Ctrl Delay 3.9
HCM 2010 LOS A
Notes
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 NB/101 SB 2016 No Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 410 1 222 51 717 0 0 617 319
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 0.0 0.0 186.3 186.3
Lanes 110120011
Cap, veh/h 692 3 615 236 1819 0 0 768 652
Arrive On Green 0.39 0.39 0.39 0.06 0.51 0.00 0.00 0.41 0.41
Sat Flow, veh/h 1774 7 1578 1774 3632 0 0 1863 1583
Grp Volume(v), veh/h 446 0 242 55 779 0 0 671 347
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1863 1583
Q Serve(g_s), s 18.1 0.0 9.7 1.4 12.1 0.0 0.0 29.3 14.6
Cycle Q Clear(g_c), s 18.1 0.0 9.7 1.4 12.1 0.0 0.0 29.3 14.6
Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 692 0 618 236 1819 0 0 768 652
V/C Ratio(X) 0.64 0.00 0.39 0.23 0.43 0.00 0.00 0.87 0.53
Avail Cap(c_a), veh/h 692 0 618 236 1881 0 0 800 680
HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.95 0.95
Uniform Delay (d), s/veh 22.0 0.0 19.4 17.7 13.4 0.0 0.0 23.9 19.6
Incr Delay (d2), s/veh 4.6 0.0 1.9 2.3 0.7 0.0 0.0 12.6 2.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile Back of Q (50%), veh/ln 8.6 0.0 4.0 0.7 4.8 0.0 0.0 15.2 5.8
Lane Grp Delay (d), s/veh 26.6 0.0 21.3 20.0 14.1 0.0 0.0 36.5 22.5
Lane Grp LOS C C B B D C
Approach Vol, veh/h 688 834 1018
Approach Delay, s/veh 24.7 14.5 31.7
Approach LOS C B C
Timer
Assigned Phs 8 1 6 2
Phs Duration (G+Y+Rc), s 38.0 9.0 50.5 41.5
Change Period (Y+Rc), s 3.5 3.5 5.0 5.0
Max Green Setting (Gmax), s 34.5 5.5 47.0 38.0
Max Q Clear Time (g_c+I1), s 20.1 3.4 14.1 31.3
Green Ext Time (p_c), s 3.2 0.0 15.8 5.2
Intersection Summary
HCM 2010 Ctrl Delay 24.2
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2016 No Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 397 160 101 371 909 118
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow veh/h/ln 186.3 186.3 186.3 186.3 186.3 186.3
Lanes 211111
Cap, veh/h 621 286 244 1283 1104 939
Arrive On Green 0.18 0.18 0.05 0.69 0.59 0.59
Sat Flow, veh/h 3442 1583 1774 1863 1863 1583
Grp Volume(v), veh/h 441 178 117 431 999 130
Grp Sat Flow(s),veh/h/ln 1721 1583 1774 1863 1863 1583
Q Serve(g_s), s 8.8 7.6 1.7 6.8 34.3 2.6
Cycle Q Clear(g_c), s 8.8 7.6 1.7 6.8 34.3 2.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 621 286 244 1283 1104 939
V/C Ratio(X) 0.71 0.62 0.48 0.34 0.90 0.14
Avail Cap(c_a), veh/h 1064 490 367 1485 1178 1001
HCM Platoon Ratio 0.00 0.00 0.00 0.00 0.00 0.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 28.0 27.5 16.0 4.6 13.0 6.6
Incr Delay (d2), s/veh 1.5 2.2 1.5 0.7 12.1 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile Back of Q (50%), veh/ln 3.8 3.0 1.3 2.4 16.2 0.9
Lane Grp Delay (d), s/veh 29.5 29.7 17.4 5.3 25.1 6.9
Lane Grp LOS C C B A C A
Approach Vol, veh/h 619 548 1129
Approach Delay, s/veh 29.6 7.9 23.0
Approach LOS C A C
Timer
Assigned Phs 1 6 2
Phs Duration (G+Y+Rc), s 7.0 56.1 49.1
Change Period (Y+Rc), s 3.5 6.0 6.0
Max Green Setting (Gmax), s 8.5 58.0 46.0
Max Q Clear Time (g_c+I1), s 3.7 8.8 36.3
Green Ext Time (p_c), s 0.1 17.8 6.9
Intersection Summary
HCM 2010 Ctrl Delay 21.1
HCM 2010 LOS C
Notes
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2016 No Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 16 4 41 102 10 66 46 1443 63 42 1336 22
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 17 4 0 111 11 72 50 1568 68 46 1452 24
Adj No. of Lanes 111110121121
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 170 204 173 241 23 153 329 2511 1123 362 2506 1121
Arrive On Green 0.11 0.11 0.00 0.11 0.11 0.11 0.07 1.00 1.00 0.03 0.71 0.71
Sat Flow, veh/h 1310 1863 1583 1407 214 1401 1774 3539 1583 1774 3539 1583
Grp Volume(v), veh/h 17 4 0 111 0 83 50 1568 68 46 1452 24
Grp Sat Flow(s),veh/h/ln 1310 1863 1583 1407 0 1615 1774 1770 1583 1774 1770 1583
Q Serve(g_s), s 1.0 0.2 0.0 6.2 0.0 3.9 0.6 0.0 0.0 0.6 16.4 0.4
Cycle Q Clear(g_c), s 4.9 0.2 0.0 6.3 0.0 3.9 0.6 0.0 0.0 0.6 16.4 0.4
Prop In Lane 1.00 1.00 1.00 0.87 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 170 204 173 241 0 177 329 2511 1123 362 2506 1121
V/C Ratio(X) 0.10 0.02 0.00 0.46 0.00 0.47 0.15 0.62 0.06 0.13 0.58 0.02
Avail Cap(c_a), veh/h 287 370 315 366 0 321 380 2511 1123 416 2506 1121
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.76 0.76 0.76 1.00 1.00 1.00
Uniform Delay (d), s/veh 35.9 32.0 0.0 34.8 0.0 33.7 4.5 0.0 0.0 2.8 5.8 3.5
Incr Delay (d2), s/veh 0.3 0.0 0.0 1.4 0.0 1.9 0.2 0.9 0.1 0.2 1.0 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.4 0.1 0.0 2.5 0.0 1.8 0.3 0.3 0.0 0.3 8.2 0.2
LnGrp Delay(d),s/veh 36.2 32.0 0.0 36.2 0.0 35.6 4.7 0.9 0.1 3.0 6.8 3.5
L n G r p L O S DC D DAAAAAA
Approach Vol, veh/h 21 194 1686 1522
Approach Delay, s/veh 35.4 35.9 1.0 6.6
Approach LOS D D A A
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 6.7 70.5 12.8 6.6 70.6 12.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 57.0 16.0 5.0 57.0 16.0
Max Q Clear Time (g_c+I1), s 2.6 18.4 8.3 2.6 2.0 6.9
Green Ext Time (p_c), s 0.0 33.5 0.6 0.0 45.2 0.6
Intersection Summary
HCM 2010 Ctrl Delay 5.7
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 NB/101 SB 2016 No Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 234 1 389 90 1164 0 0 796 683
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1900
Adj Flow Rate, veh/h 254 1 423 98 1265 0 0 865 742
Adj No. of Lanes 110120020
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 542 1 483 180 2123 0 0 951 769
Arrive On Green 0.31 0.31 0.31 0.05 0.60 0.00 0.00 0.51 0.51
Sat Flow, veh/h 1774 4 1580 1774 3632 0 0 1955 1505
Grp Volume(v), veh/h 254 0 424 98 1265 0 0 820 787
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1770 1597
Q Serve(g_s), s 10.4 0.0 22.8 2.2 20.0 0.0 0.0 38.0 42.8
Cycle Q Clear(g_c), s 10.4 0.0 22.8 2.2 20.0 0.0 0.0 38.0 42.8
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.94
Lane Grp Cap(c), veh/h 542 0 484 180 2123 0 0 904 816
V/C Ratio(X) 0.47 0.00 0.88 0.54 0.60 0.00 0.00 0.91 0.96
Avail Cap(c_a), veh/h 542 0 484 180 2124 0 0 905 817
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.80 0.80
Uniform Delay (d), s/veh 25.3 0.0 29.6 20.9 11.2 0.0 0.0 20.0 21.2
Incr Delay (d2), s/veh 2.9 0.0 19.5 11.3 1.2 0.0 0.0 12.0 20.9
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.5 0.0 12.5 1.9 10.0 0.0 0.0 21.5 23.3
LnGrp Delay(d),s/veh 28.2 0.0 49.1 32.2 12.4 0.0 0.0 32.1 42.1
LnGrp LOS C D C B C D
Approach Vol, veh/h 678 1363 1607
Approach Delay, s/veh 41.3 13.9 37.0
Approach LOS D B D
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.0 51.0 59.0 31.0
Change Period (Y+Rc), s 3.5 5.0 5.0 3.5
Max Green Setting (Gmax), s 4.5 46.0 54.0 27.5
Max Q Clear Time (g_c+I1), s 4.2 44.8 22.0 24.8
Green Ext Time (p_c), s 0.0 1.2 27.2 0.9
Intersection Summary
HCM 2010 Ctrl Delay 29.1
HCM 2010 LOS C
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2016 No Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 6
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 484 107 171 770 725 305
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 538 119 199 895 797 335
Adj No. of Lanes 211221
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 770 354 435 2183 1660 743
Arrive On Green 0.22 0.22 0.09 0.62 0.47 0.47
Sat Flow, veh/h 3442 1583 1774 3632 3632 1583
Grp Volume(v), veh/h 538 119 199 895 797 335
Grp Sat Flow(s),veh/h/ln 1721 1583 1774 1770 1770 1583
Q Serve(g_s), s 8.6 3.8 3.1 7.7 9.2 8.5
Cycle Q Clear(g_c), s 8.6 3.8 3.1 7.7 9.2 8.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 770 354 435 2183 1660 743
V/C Ratio(X) 0.70 0.34 0.46 0.41 0.48 0.45
Avail Cap(c_a), veh/h 1414 651 678 3324 2315 1036
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 21.3 19.4 7.4 5.9 10.8 10.7
Incr Delay (d2), s/veh 1.2 0.6 0.8 0.6 1.0 2.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 4.2 1.7 1.5 3.9 4.7 4.1
LnGrp Delay(d),s/veh 22.4 20.0 8.1 6.4 11.8 12.6
L n G r p L O S CBAABB
Approach Vol, veh/h 657 1094 1132
Approach Delay, s/veh 22.0 6.7 12.1
Approach LOS C A B
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.8 64.3 73.2 16.8
Change Period (Y+Rc), s 3.5 6.0 6.0 3.5
Max Green Setting (Gmax), s 13.5 39.0 56.0 24.5
Max Q Clear Time (g_c+I1), s 5.1 11.2 9.7 10.6
Green Ext Time (p_c), s 0.4 16.8 21.9 2.8
Intersection Summary
HCM 2010 Ctrl Delay 12.3
HCM 2010 LOS B
Level of Service Worksheets
2016 PLUS PROJECT CONDITIONS
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2016 Plus Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 9 2 51 152 3 51 48 816 218 90 828 17
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1900
Adj Flow Rate, veh/h 10 2 0 192 4 65 56 949 253 97 890 18
Adj No. of Lanes 111110121120
Peak Hour Factor 0.90 0.90 0.90 0.79 0.79 0.79 0.86 0.86 0.86 0.93 0.93 0.93
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 245 309 263 308 15 250 480 2373 1062 454 2401 49
Arrive On Green 0.17 0.17 0.00 0.17 0.17 0.17 0.06 1.00 1.00 0.04 0.68 0.68
Sat Flow, veh/h 1326 1863 1583 1409 93 1505 1774 3539 1583 1774 3548 72
Grp Volume(v), veh/h 10 2 0 192 0 69 56 949 253 97 444 464
Grp Sat Flow(s),veh/h/ln 1326 1863 1583 1409 0 1597 1774 1770 1583 1774 1770 1850
Q Serve(g_s), s 0.6 0.1 0.0 12.6 0.0 3.6 0.9 0.0 0.0 1.6 10.4 10.4
Cycle Q Clear(g_c), s 4.3 0.1 0.0 12.7 0.0 3.6 0.9 0.0 0.0 1.6 10.4 10.4
Prop In Lane 1.00 1.00 1.00 0.94 1.00 1.00 1.00 0.04
Lane Grp Cap(c), veh/h 245 309 263 308 0 265 480 2373 1062 454 1198 1252
V/C Ratio(X) 0.04 0.01 0.00 0.62 0.00 0.26 0.12 0.40 0.24 0.21 0.37 0.37
Avail Cap(c_a), veh/h 522 698 593 602 0 599 552 2373 1062 570 1198 1252
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.88 0.88 0.88 1.00 1.00 1.00
Uniform Delay (d), s/veh 36.8 33.4 0.0 38.8 0.0 34.9 4.8 0.0 0.0 4.3 6.7 6.7
Incr Delay (d2), s/veh 0.1 0.0 0.0 2.1 0.0 0.5 0.1 0.4 0.5 0.2 0.9 0.8
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.2 0.0 0.0 5.1 0.0 1.6 0.4 0.1 0.1 0.8 5.3 5.6
LnGrp Delay(d),s/veh 36.8 33.4 0.0 40.8 0.0 35.4 4.9 0.4 0.5 4.5 7.6 7.5
L n G r p L O S DC D DAAAAAA
Approach Vol, veh/h 12 261 1258 1005
Approach Delay, s/veh 36.3 39.4 0.6 7.3
Approach LOS D D A A
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.1 92.9 19.9 7.7 92.4 19.9
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 7.0 65.0 36.0 10.0 62.0 36.0
Max Q Clear Time (g_c+I1), s 2.9 12.4 14.7 3.6 2.0 6.3
Green Ext Time (p_c), s 0.0 23.9 1.2 0.1 25.1 1.3
Intersection Summary
HCM 2010 Ctrl Delay 7.4
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 NB/101 SB 2016 Plus Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 410 1 269 51 816 0 0 685 346
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1863
Adj Flow Rate, veh/h 446 1 292 55 887 0 0 745 376
Adj No. of Lanes 110120011
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 643 2 572 211 1988 0 0 913 776
Arrive On Green 0.36 0.36 0.36 0.04 0.56 0.00 0.00 0.49 0.49
Sat Flow, veh/h 1774 5 1579 1774 3632 0 0 1863 1583
Grp Volume(v), veh/h 446 0 293 55 887 0 0 745 376
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1863 1583
Q Serve(g_s), s 23.9 0.0 16.2 1.6 16.4 0.0 0.0 38.0 17.8
Cycle Q Clear(g_c), s 23.9 0.0 16.2 1.6 16.4 0.0 0.0 38.0 17.8
Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 643 0 574 211 1988 0 0 913 776
V/C Ratio(X) 0.69 0.00 0.51 0.26 0.45 0.00 0.00 0.82 0.48
Avail Cap(c_a), veh/h 643 0 574 211 2248 0 0 1050 892
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.90 0.90
Uniform Delay (d), s/veh 30.4 0.0 27.9 19.8 14.3 0.0 0.0 24.2 19.1
Incr Delay (d2), s/veh 6.1 0.0 3.2 3.0 0.7 0.0 0.0 7.3 2.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 12.7 0.0 7.6 1.0 8.2 0.0 0.0 21.3 8.2
LnGrp Delay(d),s/veh 36.4 0.0 31.1 22.8 15.1 0.0 0.0 31.5 21.0
LnGrp LOS D C C B C C
Approach Vol, veh/h 739 942 1121
Approach Delay, s/veh 34.3 15.5 28.0
Approach LOS C B C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.0 68.0 76.0 44.0
Change Period (Y+Rc), s 3.5 5.0 5.0 3.5
Max Green Setting (Gmax), s 4.5 63.0 71.0 40.5
Max Q Clear Time (g_c+I1), s 3.6 40.0 18.4 25.9
Green Ext Time (p_c), s 0.0 14.8 22.9 3.0
Intersection Summary
HCM 2010 Ctrl Delay 25.5
HCM 2010 LOS C
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2016 Plus Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 437 160 101 430 946 149
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 486 178 117 500 1040 164
Adj No. of Lanes 211111
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 604 278 241 1351 1208 1027
Arrive On Green 0.18 0.18 0.04 0.73 0.65 0.65
Sat Flow, veh/h 3442 1583 1774 1863 1863 1583
Grp Volume(v), veh/h 486 178 117 500 1040 164
Grp Sat Flow(s),veh/h/ln 1721 1583 1774 1863 1863 1583
Q Serve(g_s), s 13.0 10.0 2.0 9.7 42.6 3.9
Cycle Q Clear(g_c), s 13.0 10.0 2.0 9.7 42.6 3.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 604 278 241 1351 1208 1027
V/C Ratio(X) 0.80 0.64 0.49 0.37 0.86 0.16
Avail Cap(c_a), veh/h 772 355 290 1731 1536 1306
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 37.9 36.7 18.2 4.9 13.4 6.6
Incr Delay (d2), s/veh 4.9 2.5 1.5 0.8 8.2 0.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.6 4.5 2.0 5.2 24.4 1.8
LnGrp Delay(d),s/veh 42.8 39.2 19.7 5.7 21.6 6.9
LnGrp LOS D D B A C A
Approach Vol, veh/h 664 617 1204
Approach Delay, s/veh 41.8 8.4 19.6
Approach LOS D A B
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 7.4 92.3 99.7 20.3
Change Period (Y+Rc), s 3.5 6.0 6.0 3.5
Max Green Setting (Gmax), s 6.5 79.0 89.0 21.5
Max Q Clear Time (g_c+I1), s 4.0 44.6 11.7 15.0
Green Ext Time (p_c), s 0.1 17.6 23.2 1.8
Intersection Summary
HCM 2010 Ctrl Delay 22.7
HCM 2010 LOS C
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2016 Plus Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 16 4 41 487 10 219 46 1443 418 187 1336 22
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1900
Adj Flow Rate, veh/h 17 4 0 529 11 238 50 1568 454 203 1452 24
Adj No. of Lanes 111110121120
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 352 699 594 586 26 571 162 1593 712 206 1774 29
Arrive On Green 0.38 0.38 0.00 0.38 0.38 0.38 0.05 0.90 0.90 0.08 0.50 0.50
Sat Flow, veh/h 1126 1863 1583 1407 70 1523 1774 3539 1583 1774 3563 59
Grp Volume(v), veh/h 17 4 0 529 0 249 50 1568 454 203 721 755
Grp Sat Flow(s),veh/h/ln 1126 1863 1583 1407 0 1594 1774 1770 1583 1774 1770 1852
Q Serve(g_s), s 1.4 0.2 0.0 44.8 0.0 13.9 1.8 46.7 8.1 8.8 41.4 41.5
Cycle Q Clear(g_c), s 15.2 0.2 0.0 45.0 0.0 13.9 1.8 46.7 8.1 8.8 41.4 41.5
Prop In Lane 1.00 1.00 1.00 0.96 1.00 1.00 1.00 0.03
Lane Grp Cap(c), veh/h 352 699 594 586 0 598 162 1593 712 206 881 922
V/C Ratio(X) 0.05 0.01 0.00 0.90 0.00 0.42 0.31 0.98 0.64 0.99 0.82 0.82
Avail Cap(c_a), veh/h 352 699 594 586 0 598 173 1593 712 206 881 922
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.70 0.70 0.70 1.00 1.00 1.00
Uniform Delay (d), s/veh 33.4 23.5 0.0 37.7 0.0 27.8 22.4 5.6 3.7 33.9 25.5 25.5
Incr Delay (d2), s/veh 0.1 0.0 0.0 17.4 0.0 0.5 0.7 15.6 3.1 58.5 8.3 8.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.4 0.1 0.0 20.3 0.0 6.2 0.9 22.6 3.6 10.1 22.3 23.3
LnGrp Delay(d),s/veh 33.5 23.5 0.0 55.1 0.0 28.2 23.2 21.2 6.8 92.4 33.8 33.6
LnGrp LOS C C E C C C A F C C
Approach Vol, veh/h 21 778 2072 1679
Approach Delay, s/veh 31.6 46.5 18.1 40.8
Approach LOS C D B D
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 7.2 63.8 49.0 13.0 58.0 49.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 4.0 59.0 45.0 9.0 54.0 45.0
Max Q Clear Time (g_c+I1), s 3.8 43.5 47.0 10.8 48.7 17.2
Green Ext Time (p_c), s 0.0 14.8 0.0 0.0 5.2 4.8
Intersection Summary
HCM 2010 Ctrl Delay 31.4
HCM 2010 LOS C
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 NB/101 SB 2016 Plus Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 234 1 496 90 1412 0 0 1090 774
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1863
Adj Flow Rate, veh/h 254 1 539 98 1535 0 0 1185 841
Adj No. of Lanes 110120011
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 480 1 428 127 2330 0 0 1102 937
Arrive On Green 0.27 0.27 0.27 0.04 0.66 0.00 0.00 0.59 0.59
Sat Flow, veh/h 1774 3 1581 1774 3632 0 0 1863 1583
Grp Volume(v), veh/h 254 0 540 98 1535 0 0 1185 841
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1863 1583
Q Serve(g_s), s 14.6 0.0 32.5 2.5 31.4 0.0 0.0 71.0 55.5
Cycle Q Clear(g_c), s 14.6 0.0 32.5 2.5 31.4 0.0 0.0 71.0 55.5
Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 480 0 429 127 2330 0 0 1102 937
V/C Ratio(X) 0.53 0.00 1.26 0.77 0.66 0.00 0.00 1.08 0.90
Avail Cap(c_a), veh/h 480 0 429 127 2330 0 0 1102 937
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.40 0.40
Uniform Delay (d), s/veh 37.2 0.0 43.8 30.2 12.4 0.0 0.0 24.5 21.3
Incr Delay (d2), s/veh 4.1 0.0 134.2 36.1 1.5 0.0 0.0 41.5 6.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.7 0.0 30.2 3.3 15.6 0.0 0.0 48.8 25.6
LnGrp Delay(d),s/veh 41.4 0.0 178.0 66.2 13.8 0.0 0.0 66.0 27.3
LnGrp LOS D F E B F C
Approach Vol, veh/h 794 1633 2026
Approach Delay, s/veh 134.3 17.0 49.9
Approach LOS F B D
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.0 76.0 84.0 36.0
Change Period (Y+Rc), s 3.5 5.0 5.0 3.5
Max Green Setting (Gmax), s 4.5 71.0 79.0 32.5
Max Q Clear Time (g_c+I1), s 4.5 73.0 33.4 34.5
Green Ext Time (p_c), s 0.0 0.0 41.8 0.0
Intersection Summary
HCM 2010 Ctrl Delay 52.9
HCM 2010 LOS D
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2016 Plus Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 568 107 171 934 904 420
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 631 119 199 1086 993 462
Adj No. of Lanes 211111
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 222222
Cap, veh/h 718 330 234 1314 1145 973
Arrive On Green 0.21 0.21 0.06 0.71 0.61 0.61
Sat Flow, veh/h 3442 1583 1774 1863 1863 1583
Grp Volume(v), veh/h 631 119 199 1086 993 462
Grp Sat Flow(s),veh/h/ln 1721 1583 1774 1863 1863 1583
Q Serve(g_s), s 19.7 7.1 4.3 45.5 48.7 17.6
Cycle Q Clear(g_c), s 19.7 7.1 4.3 45.5 48.7 17.6
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 718 330 234 1314 1145 973
V/C Ratio(X) 0.88 0.36 0.85 0.83 0.87 0.47
Avail Cap(c_a), veh/h 793 365 297 1431 1195 1016
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 42.4 37.5 25.0 11.5 17.6 11.6
Incr Delay (d2), s/veh 10.4 0.7 17.0 6.0 8.9 1.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 10.4 3.2 5.0 25.1 27.7 8.1
LnGrp Delay(d),s/veh 52.9 38.1 41.9 17.5 26.5 13.3
LnGrp LOS D D D B C B
Approach Vol, veh/h 750 1285 1455
Approach Delay, s/veh 50.5 21.3 22.3
Approach LOS D C C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 10.1 83.4 93.4 26.6
Change Period (Y+Rc), s 3.5 6.0 6.0 3.5
Max Green Setting (Gmax), s 10.5 71.0 85.0 25.5
Max Q Clear Time (g_c+I1), s 6.3 50.7 47.5 21.7
Green Ext Time (p_c), s 0.3 17.4 28.8 1.4
Intersection Summary
HCM 2010 Ctrl Delay 28.0
HCM 2010 LOS C
Level of Service Worksheets
2035 CUMULATIVE NO PROJECT CONDITIONS
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2035 Cumulative No Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 21 2 62 70 4 23 143 1440 108 42 1239 21
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 23 2 0 89 5 29 166 1674 126 45 1332 23
Adj No. of Lanes 111110121121
Peak Hour Factor 0.90 0.90 0.90 0.79 0.79 0.79 0.86 0.86 0.86 0.93 0.93 0.93
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 187 166 141 216 21 123 397 2571 1150 332 2495 1116
Arrive On Green 0.09 0.09 0.00 0.09 0.09 0.09 0.11 1.00 1.00 0.03 0.71 0.71
Sat Flow, veh/h 1369 1863 1583 1409 238 1381 1774 3539 1583 1774 3539 1583
Grp Volume(v), veh/h 23 2 0 89 0 34 166 1674 126 45 1332 23
Grp Sat Flow(s),veh/h/ln 1369 1863 1583 1409 0 1619 1774 1770 1583 1774 1770 1583
Q Serve(g_s), s 1.2 0.1 0.0 4.8 0.0 1.5 2.1 0.0 0.0 0.5 14.0 0.3
Cycle Q Clear(g_c), s 2.8 0.1 0.0 4.9 0.0 1.5 2.1 0.0 0.0 0.5 14.0 0.3
Prop In Lane 1.00 1.00 1.00 0.85 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 187 166 141 216 0 144 397 2571 1150 332 2495 1116
V/C Ratio(X) 0.12 0.01 0.00 0.41 0.00 0.24 0.42 0.65 0.11 0.14 0.53 0.02
Avail Cap(c_a), veh/h 344 380 323 378 0 330 506 2571 1150 389 2495 1116
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.62 0.62 0.62 1.00 1.00 1.00
Uniform Delay (d), s/veh 34.6 32.6 0.0 34.8 0.0 33.3 4.3 0.0 0.0 2.8 5.5 3.5
Incr Delay (d2), s/veh 0.3 0.0 0.0 1.3 0.0 0.8 0.4 0.8 0.1 0.2 0.8 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.5 0.0 0.0 2.0 0.0 0.7 1.0 0.3 0.0 0.3 6.9 0.2
LnGrp Delay(d),s/veh 34.9 32.6 0.0 36.1 0.0 34.1 4.8 0.8 0.1 3.0 6.3 3.5
L n G r p L O S CC D CAAAAAA
Approach Vol, veh/h 25 123 1966 1400
Approach Delay, s/veh 34.7 35.6 1.1 6.1
Approach LOS C D A A
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.2 70.9 11.0 6.5 72.5 11.0
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 9.0 53.0 16.0 5.0 57.0 16.0
Max Q Clear Time (g_c+I1), s 4.1 16.0 6.9 2.5 2.0 4.8
Green Ext Time (p_c), s 0.2 32.4 0.4 0.0 45.5 0.4
Intersection Summary
HCM 2010 Ctrl Delay 4.6
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 NB/101 SB 2035 Cumulative No Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 260 1 253 65 1438 0 0 1018 353
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1900
Adj Flow Rate, veh/h 283 1 275 71 1563 0 0 1107 384
Adj No. of Lanes 110120020
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 470 2 418 243 2262 0 0 1423 486
Arrive On Green 0.26 0.26 0.26 0.05 0.64 0.00 0.00 0.55 0.55
Sat Flow, veh/h 1774 6 1578 1774 3632 0 0 2685 884
Grp Volume(v), veh/h 283 0 276 71 1563 0 0 750 741
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1770 1707
Q Serve(g_s), s 12.4 0.0 13.8 1.4 25.3 0.0 0.0 29.4 30.7
Cycle Q Clear(g_c), s 12.4 0.0 13.8 1.4 25.3 0.0 0.0 29.4 30.7
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.52
Lane Grp Cap(c), veh/h 470 0 420 243 2262 0 0 972 937
V/C Ratio(X) 0.60 0.00 0.66 0.29 0.69 0.00 0.00 0.77 0.79
Avail Cap(c_a), veh/h 470 0 420 243 2314 0 0 997 962
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.83 0.83
Uniform Delay (d), s/veh 28.5 0.0 29.0 14.1 10.3 0.0 0.0 15.7 15.9
Incr Delay (d2), s/veh 5.6 0.0 7.8 3.0 1.8 0.0 0.0 5.0 5.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 6.8 0.0 6.9 1.0 12.7 0.0 0.0 15.5 15.7
LnGrp Delay(d),s/veh 34.1 0.0 36.9 17.2 12.1 0.0 0.0 20.6 21.6
LnGrp LOS C D B B C C
Approach Vol, veh/h 559 1634 1491
Approach Delay, s/veh 35.5 12.3 21.1
Approach LOS D B C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.0 55.0 63.0 27.0
Change Period (Y+Rc), s 3.5 5.0 5.0 3.5
Max Green Setting (Gmax), s 4.5 50.0 58.0 23.5
Max Q Clear Time (g_c+I1), s 3.4 32.7 27.3 15.8
Green Ext Time (p_c), s 0.0 16.0 27.0 1.6
Intersection Summary
HCM 2010 Ctrl Delay 19.4
HCM 2010 LOS B
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2035 Cumulative No Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 720 140 130 783 1157 121
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1900 1863 1863 1863 1863
Adj Flow Rate, veh/h 946 0 151 910 1271 133
Adj No. of Lanes 211221
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 202222
Cap, veh/h 1091 497 268 2040 1660 743
Arrive On Green 0.31 0.00 0.06 0.58 0.47 0.47
Sat Flow, veh/h 3548 1615 1774 3632 3632 1583
Grp Volume(v), veh/h 946 0 151 910 1271 133
Grp Sat Flow(s),veh/h/ln 1774 1615 1774 1770 1770 1583
Q Serve(g_s), s 20.6 0.0 3.4 12.0 24.3 4.0
Cycle Q Clear(g_c), s 20.6 0.0 3.4 12.0 24.3 4.0
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1091 497 268 2040 1660 743
V/C Ratio(X) 0.87 0.00 0.56 0.45 0.77 0.18
Avail Cap(c_a), veh/h 1236 563 316 2250 1774 794
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 26.7 0.0 15.6 9.9 18.0 12.6
Incr Delay (d2), s/veh 6.2 0.0 1.9 0.7 3.4 0.5
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 10.9 0.0 1.8 6.0 12.6 1.8
LnGrp Delay(d),s/veh 32.9 0.0 17.5 10.6 21.4 13.1
LnGrp LOS C B B C B
Approach Vol, veh/h 946 1061 1404
Approach Delay, s/veh 32.9 11.6 20.6
Approach LOS C B C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.8 52.6 61.4 28.6
Change Period (Y+Rc), s 3.5 6.0 6.0 3.5
Max Green Setting (Gmax), s 7.5 41.0 52.0 28.5
Max Q Clear Time (g_c+I1), s 5.4 26.3 14.0 22.6
Green Ext Time (p_c), s 0.1 12.0 24.9 2.6
Intersection Summary
HCM 2010 Ctrl Delay 21.2
HCM 2010 LOS C
Notes
User approved volume balancing among the lanes for turning movement.
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2035 Cumulative No Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 19 5 49 123 12 80 130 1240 75 51 1385 27
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 21 6 0 156 15 101 151 1442 87 55 1489 29
Adj No. of Lanes 111110121121
Peak Hour Factor 0.90 0.90 0.90 0.79 0.79 0.79 0.86 0.86 0.86 0.93 0.93 0.93
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 188 269 229 287 30 203 322 2384 1066 372 2316 1036
Arrive On Green 0.14 0.14 0.00 0.14 0.14 0.14 0.11 1.00 1.00 0.03 0.65 0.65
Sat Flow, veh/h 1271 1863 1583 1404 209 1406 1774 3539 1583 1774 3539 1583
Grp Volume(v), veh/h 21 6 0 156 0 116 151 1442 87 55 1489 29
Grp Sat Flow(s),veh/h/ln 1271 1863 1583 1404 0 1615 1774 1770 1583 1774 1770 1583
Q Serve(g_s), s 1.3 0.2 0.0 8.8 0.0 5.4 2.3 0.0 0.0 0.8 20.5 0.5
Cycle Q Clear(g_c), s 6.7 0.2 0.0 9.0 0.0 5.4 2.3 0.0 0.0 0.8 20.5 0.5
Prop In Lane 1.00 1.00 1.00 0.87 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 188 269 229 287 0 233 322 2384 1066 372 2316 1036
V/C Ratio(X) 0.11 0.02 0.00 0.54 0.00 0.50 0.47 0.60 0.08 0.15 0.64 0.03
Avail Cap(c_a), veh/h 284 411 349 394 0 356 465 2384 1066 419 2316 1036
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.82 0.82 0.82 1.00 1.00 1.00
Uniform Delay (d), s/veh 35.3 30.0 0.0 33.8 0.0 32.2 7.7 0.0 0.0 4.1 8.4 5.0
Incr Delay (d2), s/veh 0.3 0.0 0.0 1.6 0.0 1.6 0.9 0.9 0.1 0.2 1.4 0.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.5 0.1 0.0 3.5 0.0 2.5 1.4 0.3 0.0 0.4 10.4 0.2
LnGrp Delay(d),s/veh 35.5 30.0 0.0 35.4 0.0 33.8 8.6 0.9 0.1 4.2 9.8 5.0
L n G r p L O S DC D CAAAAAA
Approach Vol, veh/h 27 272 1680 1573
Approach Delay, s/veh 34.3 34.7 1.6 9.5
Approach LOS C C A A
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 8.4 65.8 15.8 6.9 67.3 15.8
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 11.0 49.0 18.0 5.0 55.0 18.0
Max Q Clear Time (g_c+I1), s 4.3 22.5 11.0 2.8 2.0 8.7
Green Ext Time (p_c), s 0.3 23.6 0.8 0.0 42.8 1.0
Intersection Summary
HCM 2010 Ctrl Delay 7.9
HCM 2010 LOS A
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 NB/101 SB 2035 Cumulative No Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 270 1 313 110 1132 0 0 712 845
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1900
Adj Flow Rate, veh/h 293 1 340 120 1230 0 0 774 918
Adj No. of Lanes 110120020
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 444 1 395 208 2320 0 0 963 862
Arrive On Green 0.25 0.25 0.25 0.07 0.66 0.00 0.00 0.54 0.54
Sat Flow, veh/h 1774 5 1579 1774 3632 0 0 1863 1583
Grp Volume(v), veh/h 293 0 341 120 1230 0 0 774 918
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1770 1583
Q Serve(g_s), s 13.4 0.0 18.5 2.4 16.5 0.0 0.0 31.9 49.0
Cycle Q Clear(g_c), s 13.4 0.0 18.5 2.4 16.5 0.0 0.0 31.9 49.0
Prop In Lane 1.00 1.00 1.00 0.00 0.00 1.00
Lane Grp Cap(c), veh/h 444 0 396 208 2320 0 0 963 862
V/C Ratio(X) 0.66 0.00 0.86 0.58 0.53 0.00 0.00 0.80 1.06
Avail Cap(c_a), veh/h 444 0 396 208 2320 0 0 963 862
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.69 0.69
Uniform Delay (d), s/veh 30.3 0.0 32.3 20.7 8.2 0.0 0.0 16.6 20.5
Incr Delay (d2), s/veh 7.5 0.0 21.1 11.1 0.9 0.0 0.0 5.0 44.6
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.4 0.0 10.4 2.3 8.1 0.0 0.0 16.8 31.8
LnGrp Delay(d),s/veh 37.8 0.0 53.3 31.9 9.1 0.0 0.0 21.6 65.1
LnGrp LOS D D C A C F
Approach Vol, veh/h 634 1350 1692
Approach Delay, s/veh 46.2 11.1 45.2
Approach LOS D B D
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 10.0 54.0 64.0 26.0
Change Period (Y+Rc), s 3.5 5.0 5.0 3.5
Max Green Setting (Gmax), s 6.5 49.0 59.0 22.5
Max Q Clear Time (g_c+I1), s 4.4 51.0 18.5 20.5
Green Ext Time (p_c), s 0.1 0.0 33.9 0.6
Intersection Summary
HCM 2010 Ctrl Delay 32.8
HCM 2010 LOS C
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2035 Cumulative No Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 486 140 210 756 621 361
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1900 1863 1863 1863 1863
Adj Flow Rate, veh/h 348 362 244 879 682 397
Adj No. of Lanes 111221
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 202222
Cap, veh/h 499 454 446 2026 1443 645
Arrive On Green 0.28 0.28 0.11 0.57 0.41 0.41
Sat Flow, veh/h 1774 1615 1774 3632 3632 1583
Grp Volume(v), veh/h 348 362 244 879 682 397
Grp Sat Flow(s),veh/h/ln 1774 1615 1774 1770 1770 1583
Q Serve(g_s), s 11.4 13.5 4.7 9.2 9.2 12.9
Cycle Q Clear(g_c), s 11.4 13.5 4.7 9.2 9.2 12.9
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 499 454 446 2026 1443 645
V/C Ratio(X) 0.70 0.80 0.55 0.43 0.47 0.62
Avail Cap(c_a), veh/h 779 709 700 2834 1744 780
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 20.9 21.6 9.5 7.9 14.1 15.2
Incr Delay (d2), s/veh 1.8 3.5 1.0 0.7 1.1 4.3
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 5.8 6.4 2.4 4.6 4.7 6.3
LnGrp Delay(d),s/veh 22.6 25.1 10.5 8.6 15.2 19.6
L n G r p L O S CCBABB
Approach Vol, veh/h 710 1123 1079
Approach Delay, s/veh 23.9 9.0 16.8
Approach LOS C A B
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 10.7 57.5 68.2 21.8
Change Period (Y+Rc), s 3.5 6.0 6.0 3.5
Max Green Setting (Gmax), s 16.5 32.0 52.0 28.5
Max Q Clear Time (g_c+I1), s 6.7 14.9 11.2 15.5
Green Ext Time (p_c), s 0.6 11.6 19.4 2.8
Intersection Summary
HCM 2010 Ctrl Delay 15.5
HCM 2010 LOS B
Notes
User approved volume balancing among the lanes for turning movement.
Level of Service Worksheets
2035 CUMULATIVE PLUS PROJECT CONDITIONS
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2035 Cumulative Plus Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 21 2 62 179 4 62 143 1440 264 109 1239 21
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 23 2 0 227 5 78 166 1674 307 117 1332 23
Adj No. of Lanes 111110121121
Peak Hour Factor 0.90 0.90 0.90 0.79 0.79 0.79 0.86 0.86 0.86 0.93 0.93 0.93
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 322 448 381 399 23 361 351 2134 955 263 1959 877
Arrive On Green 0.24 0.24 0.00 0.24 0.24 0.24 0.20 1.00 1.00 0.05 0.55 0.55
Sat Flow, veh/h 1310 1863 1583 1409 96 1502 1774 3539 1583 1774 3539 1583
Grp Volume(v), veh/h 23 2 0 227 0 83 166 1674 307 117 1332 23
Grp Sat Flow(s),veh/h/ln 1310 1863 1583 1409 0 1598 1774 1770 1583 1774 1770 1583
Q Serve(g_s), s 1.7 0.1 0.0 17.0 0.0 4.8 3.9 0.0 0.0 3.3 31.4 0.8
Cycle Q Clear(g_c), s 6.5 0.1 0.0 17.1 0.0 4.8 3.9 0.0 0.0 3.3 31.4 0.8
Prop In Lane 1.00 1.00 1.00 0.94 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 322 448 381 399 0 384 351 2134 955 263 1959 877
V/C Ratio(X) 0.07 0.00 0.00 0.57 0.00 0.22 0.47 0.78 0.32 0.45 0.68 0.03
Avail Cap(c_a), veh/h 322 448 381 399 0 384 351 2157 965 305 2066 924
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.60 0.60 0.60 1.00 1.00 1.00
Uniform Delay (d), s/veh 38.1 33.7 0.0 40.2 0.0 35.5 13.0 0.0 0.0 10.0 18.6 11.8
Incr Delay (d2), s/veh 0.4 0.0 0.0 1.9 0.0 0.3 2.7 1.8 0.5 1.2 1.9 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.6 0.1 0.0 6.8 0.0 2.2 2.4 0.5 0.1 1.7 15.7 0.3
LnGrp Delay(d),s/veh 38.5 33.7 0.0 42.1 0.0 35.7 15.7 1.8 0.5 11.2 20.5 11.8
L n G r p L O S DC D DBAABCB
Approach Vol, veh/h 25 310 2147 1472
Approach Delay, s/veh 38.1 40.4 2.7 19.7
Approach LOS D D A B
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 15.0 73.0 32.0 9.3 78.7 32.0
Change Period (Y+Rc), s 3.5 5.0 4.0 4.0 5.0 * 4
Max Green Setting (Gmax), s 11.5 68.0 28.0 8.0 71.0 * 28
Max Q Clear Time (g_c+I1), s 5.9 33.4 19.1 5.3 2.0 8.5
Green Ext Time (p_c), s 0.3 31.1 1.0 0.1 56.5 1.5
Intersection Summary
HCM 2010 Ctrl Delay 12.2
HCM 2010 LOS B
Notes
* HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier.
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 SB 2035 Cumulative Plus Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 260 1 310 65 1537 0 0 1100 380
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1900
Adj Flow Rate, veh/h 283 1 337 71 1671 0 0 1196 413
Adj No. of Lanes 110120020
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 550 1 489 149 2172 0 0 1409 475
Arrive On Green 0.31 0.31 0.31 0.03 0.61 0.00 0.00 0.54 0.54
Sat Flow, veh/h 1774 5 1579 1774 3632 0 0 2694 877
Grp Volume(v), veh/h 283 0 338 71 1671 0 0 804 805
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1770 1708
Q Serve(g_s), s 14.6 0.0 20.8 0.0 38.5 0.0 0.0 42.5 45.4
Cycle Q Clear(g_c), s 14.6 0.0 20.8 0.0 38.5 0.0 0.0 42.5 45.4
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.51
Lane Grp Cap(c), veh/h 550 0 491 149 2172 0 0 959 926
V/C Ratio(X) 0.51 0.00 0.69 0.48 0.77 0.00 0.00 0.84 0.87
Avail Cap(c_a), veh/h 550 0 491 149 2448 0 0 1097 1059
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.71 0.71
Uniform Delay (d), s/veh 31.5 0.0 33.7 49.4 15.7 0.0 0.0 21.4 22.1
Incr Delay (d2), s/veh 3.4 0.0 7.7 10.6 2.7 0.0 0.0 6.3 8.0
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 7.7 0.0 10.2 2.6 19.4 0.0 0.0 22.2 23.3
LnGrp Delay(d),s/veh 35.0 0.0 41.4 60.0 18.4 0.0 0.0 27.7 30.1
LnGrp LOS C D E B C C
Approach Vol, veh/h 621 1742 1609
Approach Delay, s/veh 38.5 20.1 28.9
Approach LOS D C C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 16.7 65.3 82.0 38.0
Change Period (Y+Rc), s 5.0 * 5 5.0 3.5
Max Green Setting (Gmax), s 3.0 * 69 77.0 34.5
Max Q Clear Time (g_c+I1), s 2.0 47.4 40.5 22.8
Green Ext Time (p_c), s 0.9 12.9 19.3 2.3
Intersection Summary
HCM 2010 Ctrl Delay 26.6
HCM 2010 LOS C
Notes
* HCM 2010 computational engine requires equal clearance times for the phases crossing the barrier.
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2035 Cumulative Plus Project Conditions
Timing Plan: AM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 760 140 130 842 1208 152
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1900 1863 1863 1863 1863
Adj Flow Rate, veh/h 990 0 151 979 1327 167
Adj No. of Lanes 211221
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 202222
Cap, veh/h 1150 524 224 2056 1621 725
Arrive On Green 0.32 0.00 0.06 0.58 0.46 0.46
Sat Flow, veh/h 3548 1615 1774 3632 3632 1583
Grp Volume(v), veh/h 990 0 151 979 1327 167
Grp Sat Flow(s),veh/h/ln 1774 1615 1774 1770 1770 1583
Q Serve(g_s), s 26.2 0.0 1.9 16.1 32.6 1.5
Cycle Q Clear(g_c), s 26.2 0.0 1.9 16.1 32.6 1.5
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 1150 524 224 2056 1621 725
V/C Ratio(X) 0.86 0.00 0.68 0.48 0.82 0.23
Avail Cap(c_a), veh/h 1433 652 253 2470 1976 884
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 31.8 0.0 42.7 12.2 23.6 0.8
Incr Delay (d2), s/veh 4.6 0.0 5.9 0.8 4.7 0.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 13.5 0.0 4.4 8.0 16.9 2.6
LnGrp Delay(d),s/veh 36.4 0.0 48.6 13.0 28.3 1.6
LnGrp LOS D D B C A
Approach Vol, veh/h 990 1130 1494
Approach Delay, s/veh 36.4 17.7 25.3
Approach LOS D B C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 32.0 51.9 84.0 36.0
Change Period (Y+Rc), s 6.0 *6 6.0 3.5
Max Green Setting (Gmax), s 8.0 * 56 70.0 40.5
Max Q Clear Time (g_c+I1), s 3.9 34.6 18.1 28.2
Green Ext Time (p_c), s 2.6 11.3 10.0 4.3
Intersection Summary
HCM 2010 Ctrl Delay 26.0
HCM 2010 LOS C
Notes
User approved volume balancing among the lanes for turning movement.
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
1: LOVR & Calle Joaquin 2035 Cumulative Plus Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 19 5 49 588 12 265 130 1165 505 226 1305 27
Number 3 8 18 7 4 14 1 6 16 5 2 12
Initial Q (Qb), veh 000000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1863 1863 1863 1900 1863 1863 1863 1863 1863 1863
Adj Flow Rate, veh/h 21 6 0 547 291 335 151 1355 587 243 1403 29
Adj No. of Lanes 111110121121
Peak Hour Factor 0.90 0.90 0.90 0.79 0.79 0.79 0.86 0.86 0.86 0.93 0.93 0.93
P e r c e n t H e a v y V e h , % 222222222222
Cap, veh/h 37 39 33 601 268 309 180 1400 626 240 1566 701
Arrive On Green 0.02 0.02 0.00 0.34 0.34 0.34 0.05 0.40 0.40 0.09 0.44 0.44
Sat Flow, veh/h 1774 1863 1583 1774 791 911 1774 3539 1583 1774 3539 1583
Grp Volume(v), veh/h 21 6 0 547 0 626 151 1355 587 243 1403 29
Grp Sat Flow(s),veh/h/ln 1774 1863 1583 1774 0 1702 1774 1770 1583 1774 1770 1583
Q Serve(g_s), s 1.2 0.3 0.0 31.3 0.0 36.0 5.0 39.8 37.8 10.0 38.9 1.1
Cycle Q Clear(g_c), s 1.2 0.3 0.0 31.3 0.0 36.0 5.0 39.8 37.8 10.0 38.9 1.1
Prop In Lane 1.00 1.00 1.00 0.54 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 37 39 33 601 0 577 180 1400 626 240 1566 701
V/C Ratio(X) 0.57 0.16 0.00 0.91 0.00 1.08 0.84 0.97 0.94 1.01 0.90 0.04
Avail Cap(c_a), veh/h 267 281 239 601 0 577 180 1400 626 240 1566 701
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 0.00 1.00 0.00 1.00 0.73 0.73 0.73 1.00 1.00 1.00
Uniform Delay (d), s/veh 51.5 51.1 0.0 33.5 0.0 35.1 27.7 31.4 30.8 30.8 27.3 16.8
Incr Delay (d2), s/veh 13.3 1.9 0.0 17.9 0.0 62.6 22.0 14.3 18.8 62.0 8.4 0.1
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0
%ile BackOfQ(50%),veh/ln 0.7 0.2 0.0 18.3 0.0 26.9 3.1 22.2 19.7 11.1 20.7 0.5
LnGrp Delay(d),s/veh 64.8 52.9 0.0 51.5 0.0 97.7 49.7 45.7 49.7 92.8 35.7 16.9
LnGrp LOS E D D F D D D F D B
Approach Vol, veh/h 27 1173 2093 1675
Approach Delay, s/veh 62.2 76.1 47.1 43.7
Approach LOS E E D D
Timer 12345678
Assigned Phs 1 2 4 5 6 8
Phs Duration (G+Y+Rc), s 9.0 64.8 40.0 14.0 59.8 6.2
Change Period (Y+Rc), s 4.0 4.0 4.0 4.0 4.0 4.0
Max Green Setting (Gmax), s 5.0 47.0 36.0 10.0 42.0 16.0
Max Q Clear Time (g_c+I1), s 7.0 40.9 38.0 12.0 41.8 3.2
Green Ext Time (p_c), s 0.0 5.9 0.0 0.0 0.2 0.0
Intersection Summary
HCM 2010 Ctrl Delay 52.9
HCM 2010 LOS D
Notes
User approved volume balancing among the lanes for turning movement.
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
2: LOVR & 101 SB 2035 Cumulative Plus Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Volume (veh/h) 0 0 0 270 1 420 110 1380 0 0 1006 936
Number 3 8 18 1 6 16 5 2 12
Initial Q (Qb), veh 000000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1863 1900 1863 1863 0 0 1863 1900
Adj Flow Rate, veh/h 293 1 457 120 1500 0 0 1093 1017
Adj No. of Lanes 110120020
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
P e r c e n t H e a v y V e h , % 222220022
Cap, veh/h 466 1 415 127 2359 0 0 1119 901
Arrive On Green 0.26 0.26 0.26 0.04 0.67 0.00 0.00 0.60 0.60
Sat Flow, veh/h 1774 3 1580 1774 3632 0 0 1959 1502
Grp Volume(v), veh/h 293 0 458 120 1500 0 0 1028 1082
Grp Sat Flow(s),veh/h/ln 1774 0 1584 1774 1770 0 0 1770 1598
Q Serve(g_s), s 17.5 0.0 31.5 4.0 29.4 0.0 0.0 66.5 72.0
Cycle Q Clear(g_c), s 17.5 0.0 31.5 4.0 29.4 0.0 0.0 66.5 72.0
Prop In Lane 1.00 1.00 1.00 0.00 0.00 0.94
Lane Grp Cap(c), veh/h 466 0 416 127 2359 0 0 1062 959
V/C Ratio(X) 0.63 0.00 1.10 0.95 0.64 0.00 0.00 0.97 1.13
Avail Cap(c_a), veh/h 466 0 416 127 2359 0 0 1062 959
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 0.00 1.00 1.00 1.00 0.00 0.00 0.09 0.09
Uniform Delay (d), s/veh 39.1 0.0 44.3 35.8 11.6 0.0 0.0 22.9 24.0
Incr Delay (d2), s/veh 6.3 0.0 74.5 67.2 1.3 0.0 0.0 3.7 59.4
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.4 0.0 22.3 6.3 14.6 0.0 0.0 33.4 47.2
LnGrp Delay(d),s/veh 45.4 0.0 118.8 102.9 12.9 0.0 0.0 26.6 83.4
LnGrp LOS D F F B C F
Approach Vol, veh/h 751 1620 2110
Approach Delay, s/veh 90.1 19.6 55.7
Approach LOS F B E
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 8.0 77.0 85.0 35.0
Change Period (Y+Rc), s 3.5 5.0 5.0 3.5
Max Green Setting (Gmax), s 4.5 72.0 80.0 31.5
Max Q Clear Time (g_c+I1), s 6.0 74.0 31.4 33.5
Green Ext Time (p_c), s 0.0 0.0 45.6 0.0
Intersection Summary
HCM 2010 Ctrl Delay 48.4
HCM 2010 LOS D
HCM 2010 Signalized Intersection Summary 1413 Calle Joaquin Development
3: LOVR & 101 NB 2035 Cumulative Plus Project Conditions
Timing Plan: PM Peak Synchro 8 Report
Omni-Means Page 3
Movement EBL EBR NBL NBT SBT SBR
Lane Configurations
Volume (veh/h) 570 140 210 920 800 476
Number 3 18 1 6 2 12
Initial Q (Qb), veh 000000
Ped-Bike Adj(A_pbT) 1.00 1.00 1.00 1.00
Parking Bus, Adj 1.00 1.00 1.00 1.00 1.00 1.00
Adj Sat Flow, veh/h/ln 1863 1900 1863 1863 1863 1863
Adj Flow Rate, veh/h 394 412 244 1070 879 523
Adj No. of Lanes 111221
Peak Hour Factor 0.90 0.90 0.86 0.86 0.91 0.91
P e r c e n t H e a v y V e h , % 202222
Cap, veh/h 530 483 358 2119 1647 737
Arrive On Green 0.30 0.30 0.10 0.60 0.47 0.47
Sat Flow, veh/h 1774 1615 1774 3632 3632 1583
Grp Volume(v), veh/h 394 412 244 1070 879 523
Grp Sat Flow(s),veh/h/ln 1774 1615 1774 1770 1770 1583
Q Serve(g_s), s 18.5 22.2 6.2 16.1 16.4 24.4
Cycle Q Clear(g_c), s 18.5 22.2 6.2 16.1 16.4 24.4
Prop In Lane 1.00 1.00 1.00 1.00
Lane Grp Cap(c), veh/h 530 483 358 2119 1647 737
V/C Ratio(X) 0.74 0.85 0.68 0.51 0.53 0.71
Avail Cap(c_a), veh/h 756 689 562 2712 1834 820
HCM Platoon Ratio 1.00 1.00 1.00 1.00 1.00 1.00
Upstream Filter(I) 1.00 1.00 1.00 1.00 1.00 1.00
Uniform Delay (d), s/veh 29.3 30.6 14.3 10.7 17.6 19.8
Incr Delay (d2), s/veh 2.4 7.3 2.3 0.9 1.2 5.7
Initial Q Delay(d3),s/veh 0.0 0.0 0.0 0.0 0.0 0.0
%ile BackOfQ(50%),veh/ln 9.4 10.8 3.3 8.0 8.2 11.7
LnGrp Delay(d),s/veh 31.7 37.8 16.6 11.6 18.9 25.5
LnGrp LOS C D B B B C
Approach Vol, veh/h 806 1314 1402
Approach Delay, s/veh 34.8 12.5 21.3
Approach LOS C B C
Timer 12345678
Assigned Phs 1 2 6 8
Phs Duration (G+Y+Rc), s 12.3 76.5 88.8 31.2
Change Period (Y+Rc), s 3.5 6.0 6.0 3.5
Max Green Setting (Gmax), s 19.5 48.0 71.0 39.5
Max Q Clear Time (g_c+I1), s 8.2 26.4 18.1 24.2
Green Ext Time (p_c), s 0.7 16.7 31.0 3.4
Intersection Summary
HCM 2010 Ctrl Delay 21.1
HCM 2010 LOS C
Notes
User approved volume balancing among the lanes for turning movement.