Agenda Packet — Salinas City Council, June 11, 2024 (part 3 of 9)

Cultural Resources Records Search
On September 28, 2021, Rincon conducted a records search of the California Historical Resources Information System (CHRIS) at the Northwest Information Center (NWIC) located at Sonoma State University. The records search identified previous cultural resources studies and previously recorded cultural resources within the project site and a 0.5-mile radius. The CHRIS records search also included a review of the National Register of Historic Places (NRHP), the California Register of Historical Resources (CRHR), the California Points of Historical Interest list, the California Historical Landmarks list, the Archaeological Determinations of Eligibility list, the Built Environment Resources Directory, and the California State Historic Resources Inventory list. A summary of the results of the CHRIS records search is included in Attachment 2.

The NWIC records search identified seven previous studies within a 0.5-mile radius of the project site (Table 1). Of these, two are located within the project site (S-024139 and S-027128), detailed below. The NWIC records search also identified four previously recorded cultural resources (Table 2), within the 0.5- mile radius but not within the project site.

Table 1 Previously Conducted Cultural Resources Studies within 0.5 mile of Project Site SCCIC
Report No. Author Year Study
Relationship
to Project Site
S-007317 R. Paul
Hampson, Gary
Breschini, Trudy
Haversat, and
Micki Ryan
1985 Preliminary Cultural Resources Reconnaissance of Assessor’s Parcel Numbers 002-214-31 and 33, Salinas, Monterey
County, California
Outside
S-007317a R. Paul
Hampson and
Gary Breschini
1985 Secondary Archaeological Testing of Assessor’s Parcel Numbers 002-214-31 and 33 in Salinas, Monterey County,
California
Outside
S-020573 Barry Price 1998 Cultural Resources Assessment, Pacific Bell Mobile Services Facility SF-724-07, Salinas, Monterrey County, California (letter report)
Outside
S-022657 Izaak Sawer,
Laurie Pfeiffer,
Karen
Rasmussen, and
Judy Berryman
2000 Phase 1 Archaeological Survey Along Onshore Portions of the Global West Fiber Optic Cable Project
Outside
S-024139 Robert Cartier 2000 Cultural Resource Evaluation of Lands for the Regional Solid Waste Facilities Project in the County of Monterey
Within
S-027128 Terry Joslin 2003 Negative Historic Property Survey Report for the Salinas Highway 68 Rehabilitation Project, Monterey County, 05- MON-68, PM 16.8/21.9 (KP 27.0/35.2), 05-169-491500
Within
S-027128a Terry Joslin 2001 Negative Archaeological Survey Report for the Salinas Highway 68 Rehabilitation Project, Monterey County, 05- MON-68, PM 16.8/21.9 (KP 27.0/35.2), 05-169-491500
Outside
S-029275 None 2004 Archaeological and Historical Investigations for the Tynan Mixed Use Development Project in the City of Salinas,
Monterey County
Outside
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SCCIC
Report No. Author Year Study
Relationship
to Project Site
S-033061 Nancy Sikes,
Cindy Arrington,
Bryon Bass,
Chris Corey,
Kevin Hunt,
Steve O’Neil,
Catherine
Pruett, Tony
Sawyer, Michael
Tuma, Leslie
Wagner, and
Alex Wesson
2006 Cultural Resources Final Report of Monitoring and Findings for the Qwest Network Construction Project, State of
California
Outside
S-033061a None 2006 Cultural Resources Final Report on Monitoring and Findings for the Qwest Network Construction Project, State of
California
Outside
S-033061b Nancy Sikes 2007 Final Report of Monitoring and Findings for the Qwest Network Construction Project (letter report)
Outside
S-039600 Cher Paterson
and Kathleen
Crawford
2012 Cultural Resources Records Search and Site Visit Results for T-Mobile West, LLC Candidate SFO5724A (SF724 Salinas),
340 Pajaro Street, Salinas, Monterey Count, California
Outside
S-039600a Kathleen
Crawford
2012 Direct APE Historic Architectural Assessment for T-Mobile West, LLC Candidate SF05724A (SF724 Salinas), 340 Pajaro Street, Salinas, Monterey County, California. (letter report) Outside
S-041437 Mary Doane and
Gary Breschini
2013 Preliminary Archaeological Reconnaissance for the Sanborn Road/US 101 Interchange and Elvee Drive Project in Salinas, Monterey County, California
Outside
S-046966 Wendy Nelson,
Mike
Darcangelo, Ed
Mike, and
Amanda Cannon
2003 Historic Property Survey Report: Airport Boulevard Interchange, U.S. Route 101, Monterey County
Outside
S-046966a Wendy Nelson 2002 Negative Archaeological Survey Report Outside S-046966b Wendy Nelson 2003 Negative Archaeological Survey Report (Supplemental) Outside S-046966c Kelli Brasket 2003 Second Supplemental Negative Archaeological Survey Report for the Airport Interchange Project in Monterey
County, California
Outside
S-046966d Stephen Wee 2003 Historic Architectural Survey Report: With attached Historic Resources Evaluation Report and Bridge Evaluation: Airport Boulevard Interchange, City of Salinas, Monterey County, California
Outside
S-046966e Stephen Wee
and Jessica
Herrick
2003 Historic Resources Evaluation Report, Reclamation Ditch No. 1665: Airport Boulevard Interchange Project, City of Salinas, Monterey County, California
Outside
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SCCIC
Report No. Author Year Study
Relationship
to Project Site
S-046966f Christopher
McMorris and
Theresa Saputo
Rogers
2003 Bridge Evaluation: Bride 44-120, Highway 101, at Sanborn Road, Bridge 44-121, State Route 68 (John Street), at
Highway 101, Bridge 44-124, Highway 101 at Airport
Boulevard, Airport Boulevard Interchange, City of Salinas, Monterey County, California
Outside
S-046966g Knox Mellon and
Gary Hamby
2003 FHWA030618A; HAD-CA, File No. 05-MON-101 KP
136.79/1.9.36, Airport Boulevard Interchange Project, 05- 349500, Document No. P 45213 [Section 106 Consultation
on the Reconstruction of the Airport Boulevard Interchange, City of Salinas, Monterey County]
Outside
Source: NWIC 2021
Table 2 Previously Recorded Cultural Resources within 0. 5 mile of Project Site Primary
Number
Resource
Type Description
Recorder(s)
and Year(s)
Eligibility
Status
Relationship
to Project Site
P-27-002322 Historic
Structure
El Camino Real
(Highway 101)
1999 (John Berg, Steven Mikesell,
Far Western & JRP Historical
Consulting Services); 2002
(Theresa Rogers, JRP Historical
Consulting Services)
Recommended
ineligible for
CRHR
Outside
P-27-002780 Historic
Structure
Tynan Lumber
Yard
2004 (Kurt Lambert, Pacific
Municipal Consultants)
Recommended
ineligible for
NRHP and
CRHR
Outside
P-27-003192 Historic
Building
Pacific Bell 2012 (K.A. Crawford, Crawford
Historic Services)
Recommended
ineligible for
NRHP
Outside
P-27-003551 Historic
Structure
John Street
Overcrossing
2003 (Theresa Rogers, JRP
Historical Consulting Services)
Recommended
eligible for
NRHP
Outside
Sources: NWIC 2021
Native American Heritage Commission Outreach
As part of the process of identifying cultural resources for this project, Rincon contacted the NAHC on September 13, 2021, and requested an SLF search. On October 20, 2021, Rincon received a response from the NAHC stating the SLF search results were negative for site-specific information; the response also included a list of 14 Native American contacts who may have knowledge of cultural resources in the project site and vicinity.

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Archival and Background Research
Archival research was completed between September and October 2021 and focused on the review of a variety of primary and secondary source materials relating to the history and development of the project site and its surroundings. Sources included, but were not limited to, historic-period maps and photographs, contemporary newspaper articles, and written histories of the area. The following is a list of sources consulted in order to conduct research pertaining to the project site. ▪ Historic-period aerial photographs accessed digitally via Nationwide Environmental Title Research Online, Inc. and the University of California, Santa Barbara Map & Imagery Lab ▪ Historic-period topographic maps accessed digitally via United States Geologic Survey ▪ Historic-period newspaper articles accessed digitally via ancestry.com, newspapers.com, and genealogybank.com
▪ City of Salinas local register criteria for designation the city’s Municipal Code, “Article 2. Historic Resources Board”
▪ Other sources as identified in the References section Field Survey
Rincon Cultural Resource Specialist Elaine Foster, MA, Register of Professional Archaeologists (RPA), conducted a cultural resources field survey of the project site on October 12, 2021. Ms. Foster visually inspected all accessible portions of the project site. Ms. Foster examined exposed ground surface for artifacts (e.g., flaked stone tools, tool-making debris, stone milling tools, ceramics, fire-affected rock) and ecofacts (marine shell and bone). Ms. Foster also looked for soil discoloration that may indicate the presence of a cultural midden, soil depressions, and features indicative of the former presence of structures or buildings (e.g., standing exterior walls, postholes, foundations) or historic debris (e.g., metal, glass, ceramics). Ground disturbances, such as burrows and drainages, were also inspected visually. Under the direction of Architectural Historian JulieAnn Murphy, MHP, the survey also consisted of a visual inspection of all built environment features on the property to assess their overall condition and integrity, and to identify and document any potential character-defining features. Observations were recorded using detailed notes and digital photographs. Resources were recorded and evaluated on California Department Parks and Recreation (DPR) 523 series forms, which are included as an attachment.

The project site is entirely developed with few areas of exposed ground surface in landscape islands and on the edges of the property. The southeast corner of the project site was inaccessible to survey. No archaeological resources were identified during the survey. Three extant buildings and four building foundations were identified during the survey, further discussed below.

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Findings
Archaeological Resources
The following section summarizes the results of all background research and fieldwork as they pertain to archaeological resources that may qualify as historical resources and/or unique archaeological resources.

The field survey did not identify any archaeological resources in the project site. Ground visibility was poor (approximately 0 percent) due to previous development and non-native ornamental vegetation, with less than 5 percent exposure. More than 95 percent of the project site has been paved and is partially overlain by existing buildings related to the former Monterey County Ice and Development Company (see Figures 1-7). Additionally, parts of the project site were inaccessible, as they were fenced off and covered in storage containers, making survey impossible. The areas of exposed ground located along the sides of and in front of the buildings appear to be disturbed from signage, road development, and landscaping. The soils within these areas generally consist of compacted gray loam with gravel inclusions. Vegetation consisted of ornamental trees or non-landscaped dry grasses. Figure 2 and Figure 3 are representative of the exposed ground surface observed within the project site.

The entire project site has been heavily disturbed from construction of the buildings, the paving around the buildings, and the landscaping. Moreover, the project site is situated within an area designated as a “Low Archaeological Sensitivity Zone” on the Archeological Sensitivity Map maintained by the Monterey County, Resource Management Agency, Planning Division (Monterey County 2021). Given the previous disturbance and its location within a low archaeological sensitivity zone, the project site is not considered sensitive for archaeological resources.

Historical Resources
As a result of the survey, one property containing built environment features 45 or more years of age (the Monterey County Ice and Development Company (MCIDC)) was identified, recorded, and evaluated for historical resources eligibility pursuant to Section 15064.5(a) of the CEQA Guidelines. A summary of the property’s existing conditions, developmental history, and significance evaluation is presented below and in the attached DPR 523 series forms.

Physical Description
The former MCIDC property is located within the boundaries of the proposed project site. The property sits south of John Street in a north-south orientation and is bound by Abbott Street to the west, John Street to the north, the Union Pacific Railroad to the east, and Spicer Street to the south. The approximately 19-acre property is in fair condition and appears to not be in use. As detailed below it contains three industrial buildings, four foundations of former buildings, and expansive surface parking lots and paved areas in between.

Building 1
Building 1 is an industrial building sited at the western property line adjacent to Abbott Street (Figure 4).

The approximately 21,182-square-foot precast concrete tilt-up rectangular building sits diagonally, Cultural Resources Study
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northwest to southeast, and was constructed in 1954 (The Californian, May 13, 1954). The exterior is painted beige, and the front-gable roofline is clad in rolled-composition sheets with no eave overhang.

The front (west) elevation faces Abbott Street and has a flat roof office extension which extends out from the front-gable warehouse portion. The building’s primary public entrance, which consists of a single white wood door with a window covered by security bars, is centered along the facade. On each side of the entrance are wood frame vertical sliding sash windows all covered with metal security bars.

An overhang extends out from the front elevation with square can lights, and lining the front office are terra cotta block flowerboxes.

The north elevation is dominated by equipment for interior packing equipment or cooling devices.

Towards the western end within the front office are two wood frame vertical sliding sash windows, similar to those on the facade. Only one of the windows has metal bars. Adjacent to the windows is an entrance with a flush metal door painted beige. Towards the center of the elevation is a large loading opening with a garage style metal roll-up door, and another entrance with a flush metal door sits directly adjacent. A fenced off area with HVAC equipment sits at the eastern end near the east elevation which features electrical equipment and no fenestration.

The west end of the south elevation of Building 1 is punctuated with four wood vertical sliding sash windows, similar to those on the north and west elevations (Figure 5). The south elevation has a rectangular, flat roof addition constructed of metal siding and a poured concrete foundation featuring a large loading opening with an orange metal roll-up door and an industrial fan above. The east elevation of the addition sits above grade as a ramp goes below grade for unloading supplies from large semitrucks. At the east elevation, a large loading opening has a metal roll-up door with padding along the edges for unloading trucks. Towards the east end of the south elevation is a former loading opening now enclosed with corrugated metal sheets adjacent to an entrance with a slightly recessed flush metal door.

Building 2
Building 2 is sited east of Building 1 also in a northwest to southeast angle and was added to the property by 1941 (UC Santa Barbara FrameFinder, 1941). The approximately 21,300-square-foot warehouse building is constructed of steel framing and corrugated metal, sitting on a poured concrete foundation. The gable roofline is clad in corrugated metal sheets and has five turbine vents along the ridge. The west elevation is open, but the interior is closed off by a chain link fence (Figure 6).

The east elevation from left (south) to right (north) has a metal piece of equipment two stories tall which is connected to the warehouse by a downward shoot or conveyor belt. The machine was possibly used as a silo for unloading produce which was then transferred inside for cleaning and packing. Next to the piece of equipment is a flush metal door and a large opening with a metal roll-up door both accessible by a concrete ramp. At the far north end of the elevation is a fan built into the wall, and a louvered vent is located along the roofline within the gable. The south elevation has no fenestration.

The north elevation of Building 2 faces Building 3 and has a large loading opening with a metal roll-up door and a smaller entrance with a flush metal door (Figure 7). Above the doors at the roofline are remnants of a piece of packing equipment. At the center of the north elevation is a small wood frame addition with clapboard siding and a separate shed roof. The addition has an entrance on its east elevation with a wood paneled door and a single pane window. Adjacent to the door is an aluminumframed vertical sliding sash unit. The north elevation of the addition has two fixed pane windows and a recessed section, possibly a former entrance, now enclosed with clapboard siding, fixed pane windows, Cultural Resources Study
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and a louvered window. The west elevation has plywood siding, a fixed pane window, and a vertical sliding sash window. West of the addition along the north elevation is a flush metal door entrance with one concrete step and a metal roll-up door loading entrance.

Building 3
The last building on the property is Building 3, an approximately 19,151-square-foot industrial building sited northeast of Building 2 adjacent to the eastern property line and the neighboring Union Pacific Railroad (Figure 8). Added to the property between 1962 and 1968, the rectilinear building is slightly elevated off the ground on a poured concrete foundation and completely sheathed in corrugated metal (NETRonline, 1968). The building is capped with a corrugated metal side-gable roofline; however, the southern portion has a higher roofline with a lower pitch than the northern portion.

The south and east elevations are lined with electrical and plumbing equipment; however, the east elevation was not fully accessible during field survey. The south elevation has an entrance with a flush metal door. The west elevation of Building 3 has three large loading openings all with metal roll-up doors; two of the openings are elevated off the ground for unloading large semi-trucks. Three entrances are also located on the west elevation each with a flush metal door. the northern end is open at the first floor with steel posts on poured concrete footings supporting the second floor.

The north elevation has a second-floor addition supported by steel posts on concrete footings at the first floor which is completely open (Figure 9). A set of metal stairs lead up to the second floor to an entrance with a flush metal door. at the second floor left (east) of the entrance is a large opening with a metal roll-up door. This addition has an asymmetrical roofline.

Site Development
The property at the corner of Abbot and John Streets was used for agricultural purposes prior to its development. Historic newspaper articles and deed reports indicate that the property was used as an orchard. In 1918 it was purchased by Danish immigrant and farmer Antone Gottfriedsen who made improvements to the property and continued to operate it as an orchard (Salinas Morning Post, 12 February 1942). In 1927, Gottfriedsen sold the subject property at the corner of Abbott and John Streets to MCIDC, one of the largest producers and sellers of ice and packaged produce for long distance shipments in Monterey County (Santa Cruz News, 14 October 1927). Farmers brought their produce to the property where it was packaged for shipment with MCIDC ice, a more efficient way of packaging and shipping produce for long distance travel. The company used a no longer extant railroad spur from the neighboring Union Pacific Railroad (formally the Southern Pacific Railroad) to ship and move supplies.

The MCIDC was part of the larger lettuce and ice packing development in Monterey County and Salinas in the late 1910s into the 1940s. In the 1910s, lettuce was becoming a popular agricultural product; however, it did not survive the long shipments outside of California. Farmers had to create innovative ways to refrigerate lettuce and ship it to further markets, including the first refrigerated shipment of lettuce by Moses S. Hutchings in north Monterey County (Past Consultants, LLC, 62). Hutchings packed a wagon of wooden crates of lettuce using ice as the refrigerant. However, the use of ice had its limitations, and a number of companies began exploring new methods of cooling and transportation.

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package the produce in the fields as the picked the crops. The MCIDC was one of the first companies in the area to combine the process in one facility with ice packaging. Throughout the site’s history, the MCIDC expanded the property with construction of new buildings and warehouses. By 1941, an aerial photograph of the surrounding area showed the property with eight warehouses (four of which were constructed diagonally), five smaller buildings, and a railroad spur running north diagonally through the property from the Southern Pacific Railroad (UC Santa Barbara FrameFinder, 1941). During World War II, the company also supplied produce to local army battalions and men serving overseas (The Californian, 12 April 1941). By the 1950s, the MCIDC was one of the first companies using vacuum sealed technology to cool and ship produce so it stays fresher over longer trips (The Californian, March 29, 1952) In 1956, a smaller warehouse at the center of the parcel adjacent to John Street was demolished and replaced by a one-story office building. Also, by 1956, two of the four diagonal buildings were demolished and replaced by two diagonal buildings more south on the property and four smaller buildings were constructed at the southern end of the property (NETRonline, 1956).

By 1962, the site had further developed along its northern portion with demolition of one of the warehouses (1962 Sanborn Fire Insurance Map) (Figure 10). In a 1968 aerial photograph of the property, a lettuce packing building at the northeast corner was removed and replaced with one large warehouse, which is still extant, and small dwelling was constructed, which is no longer extant (NETRonline, 1968).

The MCIDC operated out of the subject property until 1969 when it was purchased by United Fruit Company, which subsequently merged with Inter-Harvest in 1970 and occupied the property until 1979 (The San Francisco Examiner, 20 February 1969). From 1979 to 1983, the Sun Harvest Inc. occupied the site. During their occupancy, the L-shaped building at the southeast corner of the property was constructed by 1981. The railroad spur was removed between 1982 and 1998, and in the 1990s and 2000s several businesses were renting space in the warehouses and offices on the property.

In recent years, the warehouse at the northwest corner was demolished by 2005, and by 2009 a small building on the western property line south of the diagonal warehouses and a building northwest of the L-shaped building were demolished and replaced with a parking lot. Between 2016 and 2018, one of the southern diagonal buildings was demolished, between 2017 and 2018 a small dwelling at northeast corner of the property was demolished, between 2018 and 2019 one of the middle diagonal buildings was demolished, and between 2018 and 2019 a one-story office building along John Street was demolished.

Historical Resources Evaluation
The MCIDC property at the corner of Abbott and John Streets in Salinas, California does not appear to be eligible for listing under Criterion A/1/1of the National Register of Historic Places (NRHP), the California Register of Historical Resources (CRHR), and the City of Salinas Local Historic Register. The subject property is noted for its association with the produce and ice packaging development in Salinas and Monterey County in the late 1920s into the 1940s. The property was historically a produce packing facility owned by the Monterey County Ice and Development Company (MCIDC) starting in 1928 with the construction of four lettuce packing facilities, which are no longer extant. The MCIDC was part of the larger lettuce and ice packing development in Monterey County and Salinas in the late 1910s into the 1940s, as one of the first companies to utilize one site for packaging and shipping refrigerated produce.

The MCIDC played a role in agricultural and packing history as one of the largest facilities in the area and one of the largest producers of ice for shipment.

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Most of the buildings from that period have been removed. Only three buildings remain on that site, of those two date to later periods in the site’s history, after MCIDC’s period of significance as an important company in produce and ice packing development in Salinas and Monterey County. Because of the loss of the buildings, the subject property no longer retains integrity of design, materials, or workmanship.

As a result, the subject property also no longer retains integrity of feeling or association with MCIDC’s historic importance as a produce and packing facility in Salinas and no longer conveys the property’s historic use for packing and shipping refrigerated produce. The property is, therefore, recommended ineligible for listing under NRHP/CRHR/Local Criterion A/1/1.

The individual most closely associated with the subject property was Peter A. Stolich, founder and president of the MCIDC which owned the property until 1969. Archival research failed to uncover that Neither Mr. Stolich nor any other individual associated with the MCIDC made singular historical contributions to local, regional, state or national history. The property is therefore recommended ineligible for listing under NRHP/CRHR/Local Criterion B/2/2.

The subject property was originally constructed in 1928 with the addition of four lettuce packing facilities by the MCIDC. Over time, more buildings were constructed on the property including the three remaining buildings by 1941, 1954, and 1968; however, in recent years several of the original buildings have been demolished. The three remaining buildings are of simple industrial design and do not reflect a distinctive architectural style, method of construction, and do not represent the work of a master or possess high artistic value. Building 1, constructed in 1954, is an example of poured concrete tilt-up construction; however, it is a simple example of the construction technique and is not noteworthy enough for designation. Buildings 2 and 3 are steel frame buildings sheathed in corrugated metal siding constructed by 1941 and 1968, respectively. The two buildings retain a common design seen in most industrial buildings. Alongside lack of architectural significance, the property has been heavily altered with the demolition of several original buildings, diminishing the integrity of the site and its original feeling as a 1920s produce and ice packing facility. Therefore, the property is recommended ineligible for listing in the NRHP/CRHR/Local under Criterion C/3/3.

A review of available evidence and records search request through the Northwest Information Center did not identify any historic resources or archaeological sites within or directly adjacent to the project area. The subject property at the corner of Abbott and John Streets in Salinas, California has not yielded and is unlikely to yield information important in prehistory or history. The property was found ineligible for listing in the NRHP/CRHR/Local under Criterion D/4/4.

Additionally, the property is not recommended eligible for listing as a contributor to any known existing or potential historic district. Based on the analysis above, there is also no information to suggest the property would be eligible for local designation pursuant to Section 3-02 of the Salinas Municipal Code.

Conclusions
As detailed above, the John-Abbott Mixed-Use Project property is recommended ineligible for listing in the NRHP, CRHR, or for local designation; it therefore is not considered a historical resource pursuant to Section 15064.5(a) of the CEQA Guidelines. Based on these findings, Rincon recommends a finding of no impact to historical resources. Further, the CHRIS records search and a review of City of Salinas Historic Cultural Resources Study
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Register failed to identify any other cultural resources, including historic districts, within close proximity to the project site. No archaeological resources are known to exist in the vicinity of the project site and Rincon did not identify any information to suggest that the project area may be sensitive for archaeological resources. Additionally, the project site has been heavily disturbed due to the construction of the existing buildings, paving around the buildings, and landscaping. The lack of surface evidence of archaeological materials does not preclude their subsurface existence. However, the absence of substantial prehistoric or historic-period archaeological remains within the immediate vicinity, along with the existing level of disturbance in the project site and its location with a Monterey County “Low Archaeological Sensitivity Zone”, suggests there is a low potential for encountering intact subsurface archaeological deposits. Rincon recommends the standard unanticipated discoveries mitigation measure in the event cultural resources are found during project construction. With adherence to the mitigation measure provided below, Rincon recommends a finding of less than significant impact to archaeological resources with mitigation. The project is also required to adhere to regulations regarding the unanticipated discovery of human remains, detailed below.

Unanticipated Discovery of Archaeological Resources
If archaeological resources are encountered during ground-disturbing activities, work in the immediate area should be halted and an archaeologist meeting the Secretary of the Interior’s Professional Qualification Standards for archaeology (National Park Service 1983) should be contacted immediately to evaluate the find. If necessary, the evaluation may require preparation of a treatment plan and archaeological testing for CRHR eligibility. If the discovery proves to be significant under CEQA and cannot be avoided by the project, additional work, such as data recovery excavation, may be warranted to mitigate any significant impacts to historical resources.

Unanticipated Discovery of Human Remains
The discovery of human remains is always a possibility during ground-disturbing activities. If human remains are found, the State of California Health and Safety Code Section 7050.5 states that no further disturbance shall occur until the County Coroner has made a determination of origin and disposition pursuant to Public Resources Code Section 5097.98. In the event of an unanticipated discovery of human remains, the Alameda County Coroner must be notified immediately. If the human remains are determined to be prehistoric, the Coroner will notify the Native American Heritage Commission, which will determine and notify a Most Likely Descendant (MLD). The MLD shall complete the inspection of the site and provide recommendations for treatment to the landowner within 48 hours of being granted access.

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Should you have any questions concerning this study, please do not hesitate to contact any of the undersigned.

Sincerely,
Rincon Consultants, Inc.

Elaine Foster, MA, RPA
Archaeologist
JulieAnn Murphy, MHP
Architectural Historian
Attachments
Attachment 1 Figures
Attachment 2 CHRIS Records Search Summary
Attachment 3 SLF Search Summary and Native American Outreach Attachment 4 California DPR 523 Series Forms
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References
Burbank Daily Evening Review
1928 12 March. Page 8. Accessed October 1, 2021, through newspapers.com.

The Californian
1941 “Farm Crop Outlet is Undertaken,” 12 April. Page 1. Accessed October 1, 2021, through newspapers.com.
1952 March 29. Page 20. Accessed October 1, 2021, through newspapers.com. 1954 “A Building Designed and Constructed for a Definite Purpose,” May 13. Page 14. Accessed October 1, 2021, through newspapers.com.

Monterey County
2021 Archaeological Sensitivity Zones. Electronic document accessed June 25, 2021. Online at https://dot.ca.gov/programs/environmental-analysis/standard-environmental-referenceser/volume-2-cultural-resources.

National Park Service (NPS)
1983 Archaeology and Historic Preservation: Secretary of the Interior’s Standards and Guidelines.

Electronic document accessed December 27, 2019. Online at http://www.nps.gov/history/local-law/Arch_Standards.htm.

National Environmental Title Research (NETRonline)
Var. “Historic Aerials.” [digital photograph database]. Aerial images and topographical maps of the 1206 W. Grand Avenue property and vicinity viewed online. https://www.historicaerials.com/viewer. Accessed September 17, 2021.

Past Consultants, LLC
2010 Historic Context Statement for Agricultural Resources in the North County Planning Area, Monterey County. September. Prepared for Monterey County Parks Department. Accessed October 20, 2021, through
https://www.co.monterey.ca.us/home/showdocument?id=37947.

Salinas, City of
2021 Code of Ordinances, “Chapter 3 Article 2. Historic Resources Board.” Accessed October 20, 2021 through
https://library.municode.com/ca/salinas/codes/code_of_ordinances?nodeId=PTIITHCO_CH3 COCOBO_ART2HIREBO.

Salinas Morning Post
1942 “Salinas Gardens Old and New”. 12 February. Page 8. Accessed November 29, 2021, through newspapers.com
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Sanborn Map Company
1962 Sanborn Fire Insurance Map, Salinas, California. Sheet 34. Accessed through ProQuest Digital Sanborn Maps, 1867-1970, https://digitalsanbornmaps-proquestcom.ezproxy.lapl.org/about?accountid=6749.

The San Francisco Examiner
1969 “You’re for Inflation, If…,” 20 February. Page 68. Accessed October 1, 2021, through newspapers.com.

Santa Cruz News
1927 “Articles of Incorporation,” 14 October. Page 2. Accessed October 1, 2021, through newspapers.com.

United States Geological Survey (USGS)
2021 Topo View. [online map database]. https://ngmdb.usgs.gov/topoview/ Accessed November 2021.

University of California, Santa Barbara (UCSB)
1941 FrameFinder. Flight C_7254, Frame 153. 5 22 November. Accessed October 7, 2021 through https://mil.library.ucsb.edu/ap_indexes/FrameFinder/.

Rincon Consultants, Inc.
2 5 1 1 G a r d e n R o ad , S u i t e C- 250
Monterey , California 93940
831 333 0310 O F F I C E
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E n v i r o n m e n t a l S c i e n t i s t s P l a n n e r s E n g i n e e r s Attachment 1
Figures
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Figure 1 Project Location Map
Building 3
Building 2
Building 1
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Figure 2 Representative exposed ground surface with dry grass Cultural Resources Study
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Figure 3 Representative exposed ground surface with landscaping Cultural Resources Study
John-Abbott Mixed-Use Project

Page 19 ends

Figure 4 View southeast of the west and north elevations of Building 1 Cultural Resources Study
John-Abbott Mixed-Use Project

Page 20 ends

Figure 5 View northeast of the south and east elevations of Building 1 Cultural Resources Study
John-Abbott Mixed-Use Project

Page 21 ends

Figure 6 View southeast of the west and south elevations of Building 2 Cultural Resources Study
John-Abbott Mixed-Use Project

Page 22 ends

Figure 7 View northwest of the north elevation of Building 2 Cultural Resources Study
John-Abbott Mixed-Use Project

Page 23 ends

Figure 8 View north of the south elevation of Building 3 Cultural Resources Study
John-Abbott Mixed-Use Project

Page 24 ends

Figure 9 View southeast of the north and west elevations of Building 3 Cultural Resources Study
John-Abbott Mixed-Use Project

Page 25 ends

Figure 10 Sanborn Fire Insurance Map 1925 (1962 addition) E n v i r o n m e n t a l S c i e n t i s t s P l a n n e r s E n g i n e e r s Attachment 2
CHRIS Records Search Summary
Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources S-007317 1985 Preliminary Cultural Resources
Reconnaissance of Assessor's Parcel
Numbers 002-214-31 and 33, Salinas,
Monterey County, California.

R. Paul Hampson, Gary Archaeological Consulting
S. Breschini, Trudy
Haversat, and Micki Ryan
Submitter - AC
Project 668;
Submitter - AC
Project 668B;
Voided - S-7699
S-007317a 1985 Secondary Archaeological Testing of
Assessors Parcel Numbers 0021-214-31 and
33 in Salinas, Monterey County, California
R. Paul Hampson and Archaeological Consulting
Gary S. Breschini
S-020573 1998 Cultural Resources Assessment, Pacific Bell Mobile Services Facility SF-724-07, Salinas,
Monterey County, California (letter report)
Barry A. Price Applied EarthWorks 27-003192
S-022657 2000 Phase 1 Archaeological Survey Along
Onshore Portions of the Global West Fiber
Optic Cable Project
Science Applications
International Corporation
Izaak Sawyer, Laurie
Pfeiffer, Karen
Rasmussen, and Judy
Berryman
27-000334, 27-000335, 27-000349,
27-000706, 27-000806, 27-000888,
27-001207, 27-001227, 27-001228,
27-001393, 27-001408, 27-001482,
41-000410, 43-000449, 44-000047,
44-000155, 44-000156, 44-000157,
44-000174, 44-000270
S-024139 2000 Cultural Resource Evaluation of Lands for the Regional Solid Waste Facilties Project in the
County of Monterey
Archaeological Resource
Management
Robert Cartier
S-027128 2003 Negative Historic Property Survey Report for the Salinas Highway 68 Rehabilitation
Project, Monterey County, 05-MON-68, PM

16.8/21.9 (KP 27.0/35.2), 05-169-491500
California Department of
Transportation, District 5
Caltrans - 05-169- Terry L. Joslin
491500;
Voided - S-24837
S-027128a 2001 Negative Archaeological Survey Report for the Salinas Highway 68 Rehabilitation
Project, Monterey County, 05-MON-68, PM

16.8/21.9 (KP 27.0/35.2) EA 05-169-491500
Terry L. Joslin Caltrans
S-029275 2004 Archaeological and Historical Investigations for the Tynan Mixed Use Development
Project in the City of Salinas, Monterey
County
Pacific Municipal
Consultants
27-002780

Page 1 of 3 ends

Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources S-033061 2006 Cultural Resources Final Report of Monitoring and Findings for the Qwest Network
Construction Project, State of California
SWCA Environmental
Consultants
Nancy Sikes, Cindy
Arrington, Bryon Bass,
Chris Corey, Kevin Hunt,
Steve O'Neil, Catherine
Pruett, Tony Sawyer,
Michael Tuma, Leslie
Wagner, and Alex
Wesson
01-000027, 01-000040, 01-000087,
01-000088, 01-000089, 01-000090,
07-000138, 27-000802, 27-001191,
27-001207, 28-000467, 43-000106,
43-000141, 43-000449, 43-000573,
43-000575, 43-000754, 43-000928,
43-001071, 48-000208, 48-000211,
48-000214, 48-000441, 48-000549,
49-001583, 57-000194, 57-000198,
57-000297, 57-000301, 57-000307
Submitter - SWCA
Cultural Resources
Report Database No.
06-507;
Submitter - SWCA
Report No. 10715-
S-033061a 2006 Cultural Resources Final Report of Monitoring and Findings for the Qwest Network
Construction Project, State of California
SWCA Environmental
Consultants
S-033061b 2007 Final Report of Monitoring and Findings for the Qwest Network Construction Project
(letter report)
SWCA Environmental
Consultants
Nancy E. Sikes
S-039600 2012 Cultural Resources Records Search and Site Visit Results for T-Mobile West, LLC
Candidate SFO5724A (SF724 Salinas), 340
Pajaro Street, Salinas, Monterey County,
California
Michael Brandman
Associates
Cher L. Paterson and
Kathleen A. Crawford
Voided - S-39707 27-003192
S-039600A 2012 Direct APE Historic Architectural Assessment for T-Mobile West, LLC Candidate SF05724A
(SF724 Salinas), 340 Pajaro Street, Salinas,
Monterey County, California. (letter report)
Michael Brandman
Associates
Kathleen A. Crawford
S-041437 2013 Preliminary Archaeological Reconnaissance for the Sanborn Road/US 101 Interchange
and Elvee Drive Project in Salinas, Monterey
County, California
Mary Doane and Gary S. Archaeological Consulting
Breschini
Submitter - Project
4768
S-046966 2003 Historic Property Survey Report: Airport
Boulevard Interchange, U.S. Route 101,
Monterey County
Far Western
Anthropological Research
Group, Inc.

Wendy Nelson, Mike
Darcangelo, Ed Mike,
and Amanda Cannon
27-003517, 27-003518, 27-003519,
27-003520, 27-003521, 27-003522,
27-003523, 27-003524, 27-003525,
27-003526, 27-003527, 27-003528,
27-003529, 27-003530, 27-003531,
27-003532, 27-003533, 27-003534,
27-003535, 27-003536, 27-003537,
27-003538, 27-003539, 27-003540,
27-003541, 27-003542, 27-003543,
27-003549, 27-003550, 27-003551,
27-003552
Caltrans - EA 05-
349500;

OHP PRN -
FHWA030618A

Page 2 of 3 ends

Report List
Report No. Other IDs Year Author(s) Title Affiliation Resources S-046966a 2002 Negative Archaeological Survey Report Far Western Anthropological Research
Group, Inc.

Wendy J. Nelson
S-046966b 2003 Negative Archaeological Survey Report
(Supplemental Report)
Far Western
Anthropological Research
Group
Wendy J. Nelson
S-046966c 2003 Second Suplemental Negative Archaeological Survey Report for the Airport Interchange
Project in Monterey County, California
California Department of
Transportation
Kelli Brasket
S-046966d 2003 Historic Architectural Survey Report: With Attached Historic Resources Evaluation
Report and Bridge Evaluation: Airport
Boulevard Interchange, City of Salinas,
Monterey County, California
JRP Historical Consulting
Services; Far Western
Anthropological Research
Group, Inc.

Stephen R. Wee
S-046966e 2003 Historic Resources Evaluation Report,
Reclamation Ditch No. 1665: Airport
Boulevard Interchange Project, City of
Salinas, Monterey County, California
JRP Historical Consulting
Services
Stephen R. Wee and
Jessica Herrick
S-046966f 2003 Bridge Evaluation: Bridge 44-120, Highway 101, at Sanborn Road, Bridge 44-121, State
Route 68 (John Street), at Highway 101,
Bridge 44-124, Highway 101 at Airport
Boulevard, Airport Boulevard Interchange,
City of Salinas, Monterey County, California
JRP Historical Consulting
Services
Christopher McMorris
and Theresa Saputo
Rogers
S-046966g 2003 FHWA030618A; HAD-CA, File No. 05-MON101 KP 136.79/1.9.36, Airport Boulevard Interchange Project, 05-349500, Document
No. P 45213 [Section 106 Consultation on the
Reconstruction of the Airport Boulevard
Interchange, City of Salinas, Monterey
County]
Office of Historic
Preservation; Federal
Highway Administration
Knox Mellon, Gary N.

Hamby

Page 3 of 3 ends

E n v i r o n m e n t a l S c i e n t i s t s P l a n n e r s E n g i n e e r s Attachment 3
SLF Search Summary and Native American Outreach
STATE OF CALIFORNIA Gavin Newsom, Governor

NATIVE AMERICAN HERITAGE COMMISSION

Page 1 of 1 ends

October 20, 2021

Leanna Flaherty
Rincon Consultants, Inc.

Via Email: [email protected]
Re: Salinas Mixed Use Master Plan Project, Monterey County

Dear Ms. Flaherty:

A record search of the Native American Heritage Commission (NAHC) Sacred Lands File (SLF) was completed for the information you have submitted for the above referenced project. The results were negative. However, the absence of specific site information in the SLF does not indicate the absence of cultural resources in any project area. Other sources of cultural resources should also be contacted for information regarding known and recorded sites.

Attached is a list of Native American tribes who may also have knowledge of cultural resources in the project area. This list should provide a starting place in locating areas of potential adverse impact within the proposed project area. I suggest you contact all of those indicated; if they cannot supply information, they might recommend others with specific knowledge. By contacting all those listed, your organization will be better able to respond to claims of failure to consult with the appropriate tribe. If a response has not been received within two weeks of notification, the Commission requests that you follow-up with a telephone call or email to ensure that the project information has been received.

If you receive notification of change of addresses and phone numbers from tribes, please notify me. With your assistance, we can assure that our lists contain current information.

If you have any questions, please contact me at my email address:

[email protected].

Sincerely,
Katy Sanchez
Associate Environmental Planner
Attachment
E

CHAIRPERSON
Laura Miranda
Luiseño

VICE CHAIRPERSON
Reginald Pagaling
Chumash

SECRETARY
Merri Lopez-Keifer
Luiseño

PARLIAMENTARIAN
Russell Attebery
Karuk

COMMISSIONER
William Mungary
Paiute/White Mountain
Apache

COMMISSIONER
Julie TumamaitStenslie
Chumash

COMMISSIONER
[Vacant]

EXECUTIVE SECRETARY
Christina Snider
Pomo

NAHC HEADQUARTERS
1550 Harbor Boulevard
Suite 100
West Sacramento,
California 95691
(916) 373-3710
[email protected]
NAHC.ca.gov

Native American Heritage Commission
Native American Contacts List
October 19, 2021
Valentin Lopez, Chairperson
P.O. Box 5272
Galt 95632
(916) 743-5833
Ohlone/Costanoan
,CA North Valley Yokuts
[email protected]
Amah Mutsun Tribal Band
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code,Section 5097.94 of the Public Resources Code, or Section 5097.98 of the Public Resources Code.

This list is only applicable for contacting local Native Americans Tribes for the proposed: Salinas Mixed Use Master Plan Project, Monterey County
Irene Zwierlein, Chairperson
3030 Soda Bay Road
Lakeport 95453
(650) 851-7489 Cell
(650) 851-7747 Office
Ohlone/Costanoan
,CA
[email protected]
(650) 332-1526 Fax
Amah Mutsun Tribal Band of Mission San Juan Bautista
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

This list is only applicable for contacting local Native Americans Tribes for the proposed: Salinas Mixed Use Master Plan Project, Monterey County
Tony Cerda, Chairman
244 E. 1st Street
Pomona 91766
(909) 629-6081
Ohlone/Costanoan
,CA
[email protected]
(909) 524-8041 Fax
Costanoan Rumsen Carmel Tribe
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

This list is only applicable for contacting local Native Americans Tribes for the proposed: Salinas Mixed Use Master Plan Project, Monterey County
Tom Little Bear Nason, Chairperson
PO Box 95
Carmel Valley 93924
(831) 659-2153
Esselen
,CA Ohlone
[email protected]
Esselen Tribe of Monterey County
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

This list is only applicable for contacting local Native Americans Tribes for the proposed: Salinas Mixed Use Master Plan Project, Monterey County
Susan Morley
3059 Bostick Avenue
Marina 93933
(831) 262-2300
Esselen
,CA Ohlone
[email protected]
Esselen Tribe of Monterey County
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

Kanyon Sayers-Roods
1615 Pearson Court
San Jose 95122
408-673-0626
Ohlone/Costanoan
,CA
Indian Canyon Mutsun Band of Costanoan
This list is current as of the date of this document and is based on the inf was produced.

Distribution of this list does not relieve any person of statutory responsib and Safety Code,Section 5097.94 of the Public Resources Code, or Sectio This list is only applicable for contacting local Native Americans Tribes fo Monterey County
Ann Marie Sayers, Chairperson
P.O. Box 28
Hollister 95024
(831) 637-4238
Ohlone/Costanoan
,CA
[email protected]
Indian Canyon Mutsun Band of Costanoan
This list is current as of the date of this document and is based on the inf was produced.

Distribution of this list does not relieve any person of statutory responsib and Safety Code,Section 5097.94 of the Public Resources Code, or Sectio This list is only applicable for contacting local Native Americans Tribes fo Monterey County
Isaac Bojorquez, Chairperson
P.O. Box 541
Esparto 95627
(530) 723-2380
Ohlone/Costanoan
,CA
[email protected]
KaKoon Ta Ruk Band of Ohlone-Costanoan Indians of the Big Sur Rancheria This list is current as of the date of this document and is based on the inf was produced.

Distribution of this list does not relieve any person of statutory responsib and Safety Code,Section 5097.94 of the Public Resources Code, or Sectio This list is only applicable for contacting local Native Americans Tribes fo Monterey County
Louise Miranda-Ramirez, Chairperson
P.O. Box 1301
Monterey 93942
(408) 629-5189
Esselen
,CA Ohlone/Costanoan
[email protected]
408-661-2486 Cell
Ohlone/Costanoan-Esselen Nation
This list is current as of the date of this document and is based on the inf was produced.

Distribution of this list does not relieve any person of statutory responsib and Safety Code,Section 5097.94 of the Public Resources Code, or Sectio This list is only applicable for contacting local Native Americans Tribes fo Monterey County
Dee Dee Manzanares Ybarra, Chairperson
14671 Farmington Street
Herperia 92345
(760) 403-1756
Ohlone/Costanoan
,CA
[email protected]
Rumsen Am:a Tur:ataj Ohlone
This list is current as of the date of this document and is based on the inf was produced.
.

Native American Heritage Commission
Native American Contacts List
October 19, 2021
Patti Dutton, Tribal Administrator
7070 Morro Road, Suite A
Atascadero 93422
805-464-2650
Salinan
,CA
[email protected]
Salinan Tribe of Monterey, San Luis Obispo Counties
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

This list is only applicable for contacting local Native Americans Tribes for the proposed: Salinas Mixed Use Master Plan Project, Monterey County
Leo Sisco, Chairperson
P.O. Box 8
Lemoore 93245
(559) 924-1278
Tache
Tachi
Yokut
,CA
(559) 924-3583 Fax
Santa Rosa Rancheria Tachi Yokut Tribe
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

This list is only applicable for contacting local Native Americans Tribes for the proposed: Salinas Mixed Use Master Plan Project, Monterey County
Kenneth Woodrow, Chairperson
1179 Rock Haven Ct.

Salinas 93906
(831) 443-9702
Foothill Yokuts
Mono
Wuksache
,CA
[email protected]
Wuksache Indian Tribe/Eshom Valley Band
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

This list is only applicable for contacting local Native Americans Tribes for the proposed: Salinas Mixed Use Master Plan Project, Monterey County
Karen White, Chairperson
P.O. Box 7045
Spreckels 93962
831-238-1488
Salinan
,CA
[email protected]
Xolon-Salinan Tribe
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.

This list is only applicable for contacting local Native Americans Tribes for the proposed: Salinas Mixed Use Master Plan Project, Monterey County
Donna Haro, Tribal Headwoman
P.O. Box 7045
Spreckels 93962
(925) 470-5019
Salinan
,CA
[email protected]
Xolon-Salinan Tribe
This list is current as of the date of this document and is based on the information available to the Commission on the date it was produced.
.

E n v i r o n m e n t a l S c i e n t i s t s P l a n n e r s E n g i n e e r s Attachment 4
California DPR 523 Series Forms
State of California ⎯ The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI #
PRIMARY RECORD Trinomial
NRHP Status Code 6Z
Other Listings
Review Code Reviewer Date

Page 1 of 7 ends

P1. Other Identifier: N/A
*P2. Location:  Not for Publication ◼ Unrestricted *a. County: Monterey and (P2b and P2c or P2d. Attach a Location Map as necessary.) *b. USGS 7.5' Quad: Salinas Date: 1993 T 14S; R 03E; ¼ of ¼ of Sec 33 ; B.M. c. Address: City: Salinas Zip: 93901
d. UTM: Zone: ; mE/ mN (G.P.S.)
e. Other Locational Data: (e.g., parcel #, directions to resource, elevation, etc., as appropriate) Assessor’s Parcel Number 002481022, 002481025, 002481026, 002481027, 002481028, 002481029, 002481030, 002481031, 002481032, 002481033, 002481034, 002481035, 002371039, and 002371044. *P3a. Description: (Describe resource and its major elements. Include design, materials, condition, alterations, size, setting, and boundaries) The former Monterey County Ice and Development Company (MCIDC) property is located within the boundaries of the proposed project site. The property sits south of John Street in a north-south orientation and is bound by Abbott Street to the west, John Street to the north, the Union Pacific Railroad to the east, and Spicer Street to the south. The approximately 23-acre property is in fair condition and appears to not be in use. As detailed below it contains three industrial buildings, four foundations of former buildings, and expansive surface parking lots and paved areas in-between. Description continued on page 4 of the Continuation Sheet.
*P3b. Resource Attributes: HP8. Industrial building
*P4. Resources Present: ◼Building Structure Object Site District Element of District Other (Isolates, etc.) P5b. Description of Photo: (View,
date, accession #)
View southeast of the west and north
elevations of Building 1.
*P6. Date Constructed/Age and
Sources: ◼Historic
Prehistoric Both
1928-1968 (Monterey County
Assessor)
*P7. Owner and Address:
*P8. Recorded by: (Name, affiliation,
and address)
Ashley Losco, MSHP
Rincon Consultants, Inc.
180 N. Ashwood
Ventura, CA 93003
*P9. Date Recorded: 11/23/2021
*P10. Survey Type: (Describe)
Pedestrian
*P11. Report Citation: (Cite survey
report and other sources, or enter "none.")
Cultural Resources Assessment for the
John-Abbott Mixed-Use Master Plan Project, Salinas, Monterey County, California. Rincon Consultants, Inc., 2021, Project No. 21-11684. *Attachments: NONE ◼Location Map ◼Sketch Map ◼Continuation Sheet ◼Building, Structure, and Object Record Archaeological Record District Record Linear Feature Record Milling Station Record Rock Art Record Artifact Record Photograph Record  Other (List):

DPR 523A (1/95) *Required information
P5a. Photo or Drawing (Photo required for buildings, structures, and objects.) DPR 523B (1/95) *Required information
State of California ⎯ The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#

BUILDING, STRUCTURE, AND OBJECT RECORD

Page 2 of 7 ends

*Resource Name or # (Assigned by recorder) John-Abbott Mixed Use Project Site B1. Historic Name: Monterey County Ice and Development Company B2. Common Name: N/A
B3. Original Use: Industrial B4. Present Use: Industrial *B5. Architectural Style: N/A
*B6. Construction History: (Construction date, alterations, and date of alterations) In 1928 the Monterey County Ice and Development Co. filed for a permit to construct four lettuce packing sheds on the property (Burbank Daily Evening Review, 12 March 1928). By 1941 the property had 8 warehouses, four of which were constructed diagonally, 5 smaller buildings, and a railroad spur running north diagonally through the property from the Southern Pacific Railroad (UC Santa Barbara FrameFinder, 1941). In 1956, a smaller warehouse at the center of the parcel adjacent to John Street was torn down and replaced by a one-story office building. Also, by 1956, two of the four diagonal buildings were torn down and replaced by two diagonal buildings more south on the property and four smaller buildings were constructed at the southern end of the property (NETRonline, 1956). The northern section of the site appears in the 1962 edition of the 1925 Sanborn Fire Insurance Map of Salinas, California. The buildings were labeled “Monterey County Ice and Development Co. Ice Factory and Packing Sheds” (1962 Sanborn Fire Insurance Map). In 1968, the Lettuce Packing building at the northeast corner was removed and replaced with one large warehouse, which is still extant (NETRonline, 1968). The L-shaped building at the southeast corner of the property was constructed by 1981. The railroad spur was removed between 1982 and 1998. In recent years, the warehouse at the northwest corner was demolished by 2005, and by 2009 a small building on the western property line south of the diagonal warehouses and a building northwest of the L-shaped building were demolished and replaced with a parking lot. Between 2016 and 2018, one of the southern diagonal buildings was torn down, between 2017 and 2018 a small dwelling at northeast corner of the property was torn down, between 2018 and 2019 one of the middle diagonal buildings was demolished, and between 2018 and 2019 a one-story office building along John Street was torn down.
*B7. Moved? ◼No Yes Unknown Date: Original Location:
*B8. Related Features:

B9a. Architect: Not Identified b. Builder: Not Identified *B10. Significance: Theme: N/A Area: N/A
Period of Significance: N/A Property Type: N/A Applicable Criteria: N/A (Discuss importance in terms of historical or architectural context as defined by theme, period, and geographic scope. Also address integrity.) From 1927 to 1969, the subject property was owned by the Monterey County Ice and Development Company which utilized the site for produce and ice packing. The site was part of the larger development of produce packing facilities in Salinas and Monterey County, California; however, the John Abbott Mixed-Use property at the corner of Abbott and John Streets is recommended ineligible for listing on the NRHP or CRHR, or for local designation to the City of Salinas Historic Register. See Continuation Sheet pages 5 to 6 for a detailed historical evaluation and stie development history.

B11. Additional Resource Attributes: (List attributes and codes) *B12. References:

See Continuation Sheet page 4.

B13. Remarks:
*B14. Evaluator: Ashley Losco, Rincon Consultants, Inc. *Date of Evaluation: November 23, 2021
(This space reserved for official comments.)
State of California ⎯ The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
LOCATION MAP Trinomial

Page 3 of 7 ends

*Map Name: USGS Salinas Quadrangle *Scale: 1:24,000 *Date of Map: 1993 DPR 523J (1/95) *Required information
DPR 523L (1/95) *Required information
State of California ⎯ The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial

Page 4 of 7 ends

*Recorded by: Rincon Consultants, Inc. *Date: 11/23/2021 ◼ Continuation Update *P3a. Description (Continued from Page 1):

Building 1
Building 1 is an industrial building sited at the western property line adjacent to Abbott Street. The approximately 21,182 square foot precast concrete tilt-up rectangular building sits diagonally, northwest to southeast, and was constructed in 1954 (The Californian, May 13, 1954). The exterior is painted beige, and the front-gable roofline is clad in rolled-composition sheets with no eave overhang.

The north elevation is dominated by equipment for interior packing equipment or cooling devices. Towards the western end within the front office are two wood frame vertical sliding sash windows, similar to those on the facade. Only one of the windows has metal bars. Adjacent to the windows is an entrance with a flush metal door painted beige. Towards the center of the elevation is a large loading opening with a garage style metal roll-up door, and another entrance with a flush metal door sits directly adjacent.

A fenced off area with HVAC equipment sits at the eastern end near the east elevation which features electrical equipment and no fenestration.

The west end of the south elevation of Building 1 is punctuated with four wood vertical sliding sash windows, similar to those on the north and west elevations. The south elevation has a rectangular, flat roof addition constructed of metal siding and a poured concrete foundation featuring a large loading opening with an orange metal roll-up door and an industrial fan above. The east elevation of the addition sits above grade as a ramp goes below grade for unloading supplies from large semi-trucks. At the east elevation, a large loading opening has a metal roll-up door with padding along the edges for unloading trucks. Towards the east end of the south elevation is a former loading opening now enclosed with corrugated metal sheets adjacent to an entrance with a slightly recessed flush metal door.

Building 2
Building 2 is sited east of Building 1 also in a northwest to southeast angle and was added to the property by 1941 (UC Santa Barbara FrameFinder, 1941). The approximately 21,300 square foot warehouse building is constructed of steel framing and corrugated metal, sitting on a poured concrete foundation. The gable roofline is clad in corrugated metal sheets and has five turbine vents along the ridge. The west elevation is open, but the interior is closed off by a chain link fence.

The north elevation of Building 2 faces Building 3 and has a large loading opening with a metal roll-up door and a smaller entrance with a flush metal door. Above the doors at the roofline are remnants of a piece of packing equipment. At the center of the north elevation is a small wood frame addition with clapboard siding and a separate shed roof. The addition has an entrance on its east elevation with a wood paneled door and a single pane window. Adjacent to the door is an aluminum-framed vertical sliding sash unit. The north elevation of the addition has two fixed pane windows and a recessed section, possibly a former entrance, now enclosed with clapboard siding, fixed pane windows, and a louvered window. The west elevation has plywood siding, a fixed pane window, and a vertical sliding sash window. West of the addition along the north elevation is a flush metal door entrance with one concrete step and a metal roll-up door loading entrance.

Building 3
The last building on the property is Building 3, an approximately 19,151 square foot industrial building sited northeast of Building 2 adjacent to the eastern property line and the neighboring Union Pacific Railroad. Added to the property between 1962 and 1968, the rectilinear building is slightly elevated off the ground on a poured concrete foundation and completely sheathed in corrugated metal (NETRonline, 1968). The building is capped with a corrugated metal side-gable roofline; however, the southern portion has a higher roofline with a lower pitch than the northern portion.

DPR 523L (1/95) *Required information
State of California ⎯ The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial

Page 5 of 7 ends

*Recorded by: Rincon Consultants, Inc. *Date: 11/23/2021 ◼ Continuation Update The south and east elevations are lined with electrical and plumbing equipment; however, the east elevation was not fully accessible during field survey. The south elevation has an entrance with a flush metal door. The west elevation of Building 3 has three large loading openings all with metal roll-up doors; two of the openings are elevated off the ground for unloading large semitrucks. Three entrances are also located on the west elevation each with a flush metal door. the northern end is open at the first floor with steel posts on poured concrete footings supporting the second floor.

The north elevation has a second-floor addition supported by steel posts on concrete footings at the first floor which is completely open. A set of metal stairs lead up to the second floor to an entrance with a flush metal door. at the second floor left (east) of the entrance is a large opening with a metal roll-up door. This addition has an asymmetrical roofline. *B10. Significance (Continued from Page 2):

Site Development
In 1927, the subject property at the corner of Abbott and John Streets was purchased by MCIDC, one of the largest producers and sellers of ice and packaged produce for long distance shipments in Monterey County (Santa Cruz News, 14 October 1927). Farmers brought their produce to the property where it was packaged for shipment with the MCIDC’s ice, a more efficient way of packaging and shipping produce for long distance travel. The company used a no longer extant railroad spur from the neighboring Union Pacific Railroad (formally the Southern Pacific Railroad) to ship and move supplies.

The MCIDC was part of the larger lettuce and ice packing development in Monterey County and Salinas in the late 1910s into the 1940s. In the 1910s, lettuce was becoming a popular agricultural product; however, it did not survive the long shipments outside of California. Farmers had to create innovative ways to refrigerate lettuce and ship it to further markets, including the first refrigerated shipment of lettuce by Moses S. Hutchings in North Monterey County (Past Consultants, LLC, 62). Hutchings packed a wagon of wooden crates of lettuce using ice as the refrigerant. However, the use of ice had its limitations and a number of companies began exploring new methods of cooling and transportation.

The MCIDC was one of these companies, forming in 1928 with the construction of four lettuce packing sheds on the property (Burbank Daily Evening Review, 12 March 1928). Before this point, the concept of packaging and shipping produce in one warehouse was not widely utilized. Before, farmers would package the produce in the fields as they picked the crops. The MCIDC was one of the first companies in the area to combine the process in one facility with ice packaging. Throughout the site’s history, the MCIDC expanded the property with construction of new buildings and warehouses. By 1941 an aerial of the surrounding area showed the property with eight warehouses, four of which were constructed diagonally, five smaller buildings, and a railroad spur running north diagonally through the property from the Southern Pacific Railroad (UC Santa Barbara FrameFinder, 1941). During World War II the company also supplied produce to local army battalions and men serving overseas (The Californian, 12 April 1941). By the 1950s, the MCIDC was one of the first companies using vacuum sealed technology to cool and ship produce so it stays fresher over longer trips (The Californian, March 29, 1952)
In 1956, a smaller warehouse at the center of the parcel adjacent to John Street was demolished and replaced by a one-story office building. Also, by 1956, two of the four diagonal buildings were demolished and replaced by two diagonal buildings more south on the property and four smaller buildings were constructed at the southern end of the property (NETRonline, 1956).

By 1962, the site had further developed along its northern portion with demolition of one of the warehouses (1962 Sanborn Fire Insurance Map). In a 1968 aerial of the property, a lettuce packing building at the northeast corner was removed and replaced with one large warehouse, which is still extant, and small dwelling was constructed, which is no longer extant (NETRonline, 1968).

The MCIDC operated out of the subject property until 1969 when it was purchased by United Fruit Company, which subsequently merged with Inter-Harvest in 1970 and occupied the property until 1979 (The San Francisco Examiner, 20 February 1969). From 1979 to 1983 the Sun Harvest Inc. occupied the site. During their occupancy, the L-shaped building at the southeast corner of the property was constructed by 1981. The railroad spur was removed between 1982 and 1998, and in the 1990s and 2000s several businesses were renting space in the warehouses and offices on the property.

DPR 523L (1/95) *Required information
State of California ⎯ The Resources Agency Primary #
DEPARTMENT OF PARKS AND RECREATION HRI#
CONTINUATION SHEET Trinomial

Page 6 of 7 ends

*Recorded by: Rincon Consultants, Inc. *Date: 11/23/2021 ◼ Continuation Update Evaluation
The MCIDC property at the corner of Abbott and John Streets in Salinas, California does not appear to be eligible for listing under Criterion A/1/1of the National Register of Historic Places (NRHP), the California Register of Historical Resources (CRHR), and the City of Salinas Local Historic Register. The subject property is noted for its association with the produce and ice packaging development in Salinas and Monterey County in the late 1920s into the 1940s. The property was historically a produce packing facility owned by the Monterey County Ice and Development Company (MCIDC) starting in 1928 with the construction of four lettuce packing facilities, which are no longer extant. The MCIDC was part of the larger lettuce and ice packing development in Monterey County and Salinas in the late 1910s into the 1940s, as one of the first companies to utilize one site for packaging and shipping refrigerated produce. The MCIDC played a role in agricultural and packing history as one of the largest facilities in the area and one of the largest producers of ice for shipment.

Despite these associations, in order for a property to be eligible for listing it must not only be significant, but also must retain sufficient integrity to convey that significance. The subject property has undergone several changes since its period of significance beginning in 1928 and continuing through the 1940s. Most of the buildings from that period have been removed. Only three buildings remain on that site, of those two date to later periods in the site’s history, after MCIDC’s period of significance as an important company in produce and ice packing development in Salinas and Monterey County. Because of the loss of the buildings, the subject property no longer retains integrity of design, materials, or workmanship. As a result, the subject property also no longer retains integrity of feeling or association with MCIDC’s historic importance as a produce and packing facility in Salinas and no longer conveys the property’s historic use for packing and shipping refrigerated produce. The property is, therefore, recommended ineligible for listing under NRHP/CRHR/Local Criterion A/1/1.

Page 7 of 7 ends

*Recorded by: Rincon Consultants, Inc. *Date: 11/23/21 ◼ Continuation Update DPR 523L (1/95) *Required information
*B12. References (Continued from Page 2):

Burbank Daily Evening Review
1928 12 March. Page 8. Accessed October 1, 2021, through newspapers.com.

The Californian
1941 “Farm Crop Outlet is Undertaken,” 12 April. Page 1. Accessed October 1, 2021, through newspapers.com. 1952 March 29. Page 20. Accessed October 1, 2021, through newspapers.com. 1954 “A Building Designed and Constructed for a Definite Purpose,” May 13. Page 14. Accessed October 1, 2021, through newspapers.com.

National Park Service (NPS)
1983 Archaeology and Historic Preservation: Secretary of the Interior’s Standards and Guidelines. Electronic document accessed December 27, 2019. Online at http://www.nps.gov/history/local-law/Arch_Standards.htm.

Past Consultants, LLC
2010 Historic Context Statement for Agricultural Resources in the North County Planning Area, Monterey County. September.

Prepared for Monterey County Parks Department. Accessed October 20, 2021, through https://www.co.monterey.ca.us/home/showdocument?id=37947.

Salinas, City of
2021 Code of Ordinances, “Chapter 3 Article 2. Historic Resources Board.” Accessed October 20, 2021 through https://library.municode.com/ca/salinas/codes/code_of_ordinances?nodeId=PTIITHCO_CH3COCOBO_ART2HIREBO.

The San Francisco Examiner
1969 “You’re for Inflation, If…,” 20 February. Page 68. Accessed October 1, 2021, through newspapers.com.

Santa Cruz News
1927 “Articles of Incorporation,” 14 October. Page 2. Accessed October 1, 2021, through newspapers.com.

University of California, Santa Barbara (UCSB)
1941 FrameFinder. Flight C_7254, Frame 153. 5 22 November. Accessed October 7, 2021 through https://mil.library.ucsb.edu/ap_indexes/FrameFinder/.

Architectural Coating - MBARD Rule 426 arch coatings 50 g/l for arch coating and 100 g/l for traffic markings. https://www.mbard.org/files/b17c2b4e2/Final+Rule+426+%28Clean+Version%29.pdf Water And Wastewater - Industrial waste facility uses lagoons: https://www.cityofsalinas.org/our-city-services/public-works/water-waste-energy/environmental-maintenanceservices/industrial-waste-facility Fleet Mix - no vehicles generated by the parking lot Construction Phase - Scaled the default construction schedule to match the proposed applicant schedule. Assuming demolition would occur all in Phase 1 Off-road Equipment - Default equipment
Trips and VMT - Assuming 8,228 cy of pavement would be demolished and hauled offsite for entire site (271+1029 trips). Based on Phase 1 parcel size, assuming 847 cy of pavement to be added to site (105 trips). Demolition - Square footage estimated using Google Earth Grading - Earthwork import based on total net fill and allocated based on phase parcel area (844.12 cy of import) N2O Intensity
(lb/MWhr)

0.004

1.3 User Entered Comments & Non-Default Data
Project Characteristics - Project is located in Salinas, CA under MBARD jurisdiction. PG&E is the main provider Land Use - Phase 1: 111 guest room hotel at 70,000 sf with 146 parking lot spaces on 2.1 acres Utility Company Pacific Gas and Electric Company
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity
(lb/MWhr)

0.033
Precipitation Freq (Days) 53
Climate Zone 4 Operational Year 2024

1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.8
0 Hotel 111.00 Room 0.00 70,000.00 0
Parking Lot 131.00 Space 2.10 52,400.00
John Abbott Mixed Use Project - Phase 1 Construction and Operation Monterey Bay Unified APCD Air District, Annual

1.0 Project Characteristics

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
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John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
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John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied tblGrading MaterialImported 0.00 844.12
tblLandUse LandUseSquareFeet 161,172.00 70,000.00
tblFleetMix UBUS 5.8600e-004 0.00
tblGrading AcresOfGrading 11.00 10.00
tblFleetMix OBUS 1.2030e-003 0.00
tblFleetMix SBUS 1.3030e-003 0.00
tblFleetMix MH 3.7460e-003 0.00
tblFleetMix MHD 0.01 0.00
tblFleetMix MCY 0.03 0.00
tblFleetMix MDV 0.15 0.00
tblFleetMix LHD1 0.03 0.00
tblFleetMix LHD2 7.0040e-003 0.00
tblFleetMix LDT1 0.05 0.00
tblFleetMix LDT2 0.19 0.00
tblFleetMix HHD 9.4150e-003 0.00
tblFleetMix LDA 0.51 1.00
tblConstructionPhase NumDays 10.00 17.00
tblConstructionPhase NumDays 10.00 17.00
tblConstructionPhase NumDays 6.00 11.00
tblConstructionPhase NumDays 220.00 394.00
tblAreaCoating Area_Parking 3144 0
tblConstructionPhase NumDays 20.00 35.00
tblArchitecturalCoating EF_Nonresidential_Interior 150.00 50.00 tblArchitecturalCoating EF_Parking 150.00 100.00
Table Name Column Name Default Value New Value
tblArchitecturalCoating EF_Nonresidential_Exterior 150.00 50.00 Area Coating - no re-paving of the parking lot
Construction Off-road Equipment Mitigation -
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 366.0788 366.0788 0.0531 8.9900e-003 370.0836

0.0188 3.1500e-003 134.4230
Maximum 0.2541 1.9200 2.0756 4.2700e-003 0.0955 0.0810 0.1509 0.0307 0.0776 0.0966 0.0000 2024 0.2541 0.6589 0.7491 1.5500e-003 0.0257 0.0260 0.0516 6.9700e-003 0.0249 0.0318 0.0000 133.0141 133.0141 366.0788 366.0788 0.0531 8.9900e-003 370.0836

0.0260 8.7700e-003 169.9619
2023 0.2481 1.9200 2.0756 4.2700e-003 0.0699 0.0810 0.1509 0.0190 0.0776 0.0966 0.0000 2022 0.0959 0.9203 0.7653 1.8700e-003 0.0955 0.0389 0.1343 0.0307 0.0366 0.0673 0.0000 166.6973 166.6973 N2O CO2e
Year tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

2.0 Emissions Summary

2.1 Overall Construction
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
tblWater SepticTankPercent 10.33 0.00
tblWater SepticTankPercent 10.33 0.00
tblWater AnaerobicandFacultativeLagoonsPercent 2.21 100.00 tblWater AnaerobicandFacultativeLagoonsPercent 2.21 100.00 tblWater AerobicPercent 87.46 0.00
tblWater AerobicPercent 87.46 0.00
tblTripsAndVMT HaulingTripNumber 271.00 1,300.00
tblTripsAndVMT HaulingTripNumber 0.00 105.00
tblLandUse LotAcreage 1.18 2.10
tblLandUse LotAcreage 3.70 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
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John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.2 Overall Operational
Highest 0.8216 0.8216
7 3-1-2024 5-31-2024 0.5630 0.5630
6 12-1-2023 2-29-2024 0.5230 0.5230
5 9-1-2023 11-30-2023 0.5425 0.5425
4 6-1-2023 8-31-2023 0.5463 0.5463
3 3-1-2023 5-31-2023 0.5474 0.5474
2 12-1-2022 2-28-2023 0.5527 0.5527
1 9-1-2022 11-30-2022 0.8216 0.8216

0.0188 3.1500e-003 134.4229
Maximum 0.2541 1.9200 2.0756 4.2700e-003 0.0699 0.0810 0.1509 0.0190 0.0776 0.0966 0.0000 2024 0.2541 0.6589 0.7491 1.5500e-003 0.0257 0.0260 0.0516 6.9700e-003 0.0249 0.0318 0.0000 133.0140 133.0140 366.0785 366.0785 0.0531 8.9900e-003 370.0833

0.0260 8.7700e-003 169.9618
2023 0.2481 1.9200 2.0756 4.2700e-003 0.0699 0.0810 0.1509 0.0190 0.0776 0.0966 0.0000 2022 0.0959 0.9203 0.7653 1.8700e-003 0.0579 0.0389 0.0967 0.0179 0.0366 0.0545 0.0000 166.6971 166.6971 N2O CO2e
Year tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
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John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.0000 12.3358 0.7290 0.0000 30.5613

0.0495 0.0337 621.4242
Waste 0.0000 0.0000 0.0000 0.0000 12.3358
Mobile 0.4284 0.5214 3.5673 6.5000e-003 0.6270 6.0800e-003 0.6331 0.1676 5.6800e-003 0.1733 0.0000 610.1333 610.1333 213.6485 213.6485 0.0112 3.9800e-003 215.1140

2.0000e-005 0.0000 6.4000e003
Energy 0.0166 0.1507 0.1266 9.0000e-004 0.0115 0.0115 0.0115 0.0115 0.0000

1.0269 2.2000e-003 28.8341
Total 0.7707 0.6721 3.6970 7.4000e-003 0.6270 0.0175 0.6445 0.1676 0.0171 0.1848 13.3320 Water 0.0000 0.0000 0.0000 0.0000 0.9962 1.5110 2.5072

0.0000 12.3358 0.7290 0.0000 30.5613

2.0000e-005 0.0000 6.4000e003
Energy 0.0166 0.1507 0.1266 9.0000e-004 0.0115 0.0115 0.0115 0.0115 0.0000

1.0000e-005 1.0000e-005 0.0000 6.0100e-003 6.0100e003Area 0.3257 3.0000e-005 3.0800e-003 0.0000 1.0000e-005 1.0000e-005 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Demolition Rubber Tired Dozers 1 8.00 247 0.40
Load Factor
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 10
Acres of Paving: 2.1
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 105,000; Non-Residential Outdoor: 35,000; Striped Parking Area: 3,144 (Architectural Coating – sqft)
OffRoad Equipment
5 17
5 Architectural Coating Architectural Coating 4/16/2024 5/8/2024 5 17 4 Paving Paving 11/4/2022 11/28/2022
5 11
3 Building Construction Building Construction 11/4/2022 5/8/2024 5 394 2 Grading Grading 10/20/2022 11/3/2022
Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2022 10/19/2022 5 35
Phase
Number
Phase Name Phase Type Start Date End Date

0.00 0.00 0.00

1.0269 2.2000e-003 28.8341
Total 0.7707 0.6721 3.6970 7.4000e-003 0.6270 0.0175 0.6445 0.1676 0.0171 0.1848 13.3320 Water 0.0000 0.0000 0.0000 0.0000 0.9962 1.5110 2.5072
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
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John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.1 Mitigation Measures Construction
Water Exposed Area
HHDT
Architectural Coating 1 10.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 105.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT
Building Construction 8 51.00 20.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Grading 4 10.00 0.00 106.00 10.80 7.30 20.00 LD_Mix HDT_Mix Vendor Vehicle
Class
Hauling
Vehicle Class
Demolition 5 13.00 0.00 1,300.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number

0.37 Architectural Coating Air Compressors 1 6.00 78 0.48 Paving Tractors/Loaders/Backhoes 1 8.00 97

0.36 Paving Rollers 2 8.00 80 0.38
Paving Paving Equipment 1 8.00 132

0.56 Paving Pavers 1 8.00 130 0.42
Paving Cement and Mortar Mixers 1 8.00 9

0.37 Building Construction Welders 3 8.00 46 0.45
Building Construction Tractors/Loaders/Backhoes 1 6.00 97

0.20 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Forklifts 2 7.00 89

0.37 Building Construction Cranes 1 8.00 231 0.29
Grading Tractors/Loaders/Backhoes 2 7.00 97

0.41 Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Graders 1 8.00 187
Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
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John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

40.8674 40.8674 5.2000e-004 6.2500e-003 42.7420

6.0000e-005 5.0000e-005 1.5773
Total 3.3400e0030.1111 0.0281 4.3000e-004 0.0129 1.0600e-003 0.0139 3.5200e-003 1.0200e-003 4.5400e-003 0.0000 Worker 8.0000e- 2.0000e-005 1.8100e-003 1.0000e-005 1.8200e-003 4.8000e-004 1.0000e-005 4.9000e-004 0.0000 1.5604 1.5604 004

6.5000e-004 6.9600e-003

0.0000 0.0000 0.0000 0.0000 0.0000

4.6000e-004 6.2000e-003 41.1647
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 2.5400e- 4.1000e-004 0.0111 1.0500e-003 0.0121 3.0400e-003 1.0100e-003 4.0500e-003 0.0000 39.3070 39.3070 003

0.1104 0.0211
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

36.8860 36.8860 9.4000e-003 0.0000 37.1209

9.4000e-003 0.0000 37.1209
Total 0.0296 0.2909 0.2443 4.2000e-004 0.0298 0.0147 0.0445 4.5200e-003 0.0137 0.0182 0.0000

0.0000
Off-Road 0.0296 0.2909 0.2443 4.2000e-004 0.0147 0.0147 0.0137 0.0137 0.0000 36.8860 36.8860

0.0000 0.0000 0.0000 0.0000 0.0000
CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0298 0.0000 0.0298 4.5200e-003 0.0000 4.5200e-003 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O

3.2 Demolition - 2022
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
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John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

40.8674 40.8674 5.2000e-004 6.2500e-003 42.7420

6.5000e-004 6.9600e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.1104 0.0211
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

9.4000e-003 0.0000 37.1209
Mitigated Construction Off-Site
Total 0.0296 0.2909 0.2443 4.2000e-004 0.0134 0.0147 0.0281 2.0300e-003 0.0137 0.0157 0.0000 36.8859 36.8859

36.8859 36.8859 9.4000e-003 0.0000 37.1209

0.0000 0.0000 0.0000
Off-Road 0.0296 0.2909 0.2443 4.2000e-004 0.0147 0.0147 0.0137 0.0137 0.0000 Fugitive Dust 0.0134 0.0000 0.0134 2.0300e-003 0.0000 2.0300e-003 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
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John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.5823 3.5823 5.0000e-005 5.2000e-004 3.7378

1.0000e-005 1.0000e-005 0.3813
Total 4.0000e0049.1600e-003 3.4000e-003 3.0000e-005 1.3400e-003 9.0000e-005 1.4300e-003 3.7000e-004 8.0000e-005 4.5000e-004 0.0000 Worker 1.9000e- 0.0000 4.4000e-004 0.0000 4.4000e-004 1.2000e-004 0.0000 1.2000e-004 0.0000 0.3772 0.3772 004

1.6000e-004 1.6800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

4.0000e-005 5.1000e-004 3.3565
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 2.1000e- 3.0000e-005 9.0000e-004 9.0000e-005 9.9000e-004 2.5000e-004 8.0000e-005 3.3000e-004 0.0000 3.2050 3.2050 004

9.0000e-003 1.7200e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

3.2200e-003 0.0000 10.0370
Unmitigated Construction Off-Site
Total 8.4700e- 1.1000e-004 0.0385 4.0800e-003 0.0426 0.0188 3.7600e-003 0.0226 0.0000 9.9565 9.9565 003

0.0934 0.0507

9.9565 9.9565 3.2200e-003 0.0000 10.0370

0.0000 0.0000 0.0000
Off-Road 8.4700e0030.0934 0.0507 1.1000e-004 4.0800e-003 4.0800e-003 3.7600e-003 3.7600e-003 0.0000 Fugitive Dust 0.0385 0.0000 0.0385 0.0188 0.0000 0.0188 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Grading - 2022
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.5823 3.5823 5.0000e-005 5.2000e-004 3.7378

1.6000e-004 1.6800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

9.0000e-003 1.7200e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

3.2200e-003 0.0000 10.0370
Mitigated Construction Off-Site
Total 8.4700e- 1.1000e-004 0.0173 4.0800e-003 0.0214 8.4500e-003 3.7600e-003 0.0122 0.0000 9.9565 9.9565 003

0.0934 0.0507

9.9565 9.9565 3.2200e-003 0.0000 10.0370

0.0000 0.0000 0.0000
Off-Road 8.4700e0030.0934 0.0507 1.1000e-004 4.0800e-003 4.0800e-003 3.7600e-003 3.7600e-003 0.0000 Fugitive Dust 0.0173 0.0000 0.0173 8.4500e-003 0.0000 8.4500e-003 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction On-Site

15.5979 15.5979 3.6000e-004 1.4800e-003 16.0475

2.7000e-004 2.4000e-004 7.2487
Total 4.6400e0030.0279 0.0396 1.7000e-004 0.0110 3.2000e-004 0.0114 2.9900e-003 3.0000e-004 3.2900e-003 0.0000 Worker 3.6800e- 8.0000e-005 8.3200e-003 6.0000e-005 8.3800e-003 2.2100e-003 5.0000e-005 2.2600e-003 0.0000 7.1708 7.1708 003

2.9700e-003 0.0320

8.4271 8.4271 9.0000e-005 1.2400e-003 8.7988

0.0000 0.0000 0.0000
Vendor 9.6000e0040.0249 7.5500e-003 9.0000e-005 2.7100e-003 2.6000e-004 2.9700e-003 7.8000e-004 2.5000e-004 1.0300e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

42.5744 42.5744 8.2100e-003 0.0000 42.7798

8.2100e-003 0.0000 42.7798
Total 0.0380 0.2994 0.2942 5.1000e-004 0.0144 0.0144 0.0138 0.0138 0.0000 Off-Road 0.0380 0.2994 0.2942 5.1000e-004 0.0144 0.0144 0.0138 0.0138 0.0000 42.5744 42.5744 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.4 Building Construction - 2022
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Building Construction - 2023
Unmitigated Construction On-Site

15.5979 15.5979 3.6000e-004 1.4800e-003 16.0475

2.9700e-003 0.0320

8.4271 8.4271 9.0000e-005 1.2400e-003 8.7988

0.0000 0.0000 0.0000
Vendor 9.6000e0040.0249 7.5500e-003 9.0000e-005 2.7100e-003 2.6000e-004 2.9700e-003 7.8000e-004 2.5000e-004 1.0300e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

42.5744 42.5744 8.2100e-003 0.0000 42.7797

8.2100e-003 0.0000 42.7797
Total 0.0380 0.2994 0.2942 5.1000e-004 0.0144 0.0144 0.0138 0.0138 0.0000 Off-Road 0.0380 0.2994 0.2942 5.1000e-004 0.0144 0.0144 0.0138 0.0138 0.0000 42.5744 42.5744 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

96.0662 96.0662 2.0100e-003 8.9900e-003 98.7943

1.5600e-003 1.3900e-003 44.8133
Total 0.0253 0.1489 0.2277 1.0200e-003 0.0699 1.1900e-003 0.0711 0.0190 1.1300e-003 0.0201 0.0000 Worker 0.0216 0.0166 0.1860 4.8000e-004 0.0528 3.4000e-004 0.0531 0.0140 3.2000e-004 0.0143 0.0000 44.3599 44.3599

51.7063 51.7063 4.5000e-004 7.6000e-003 53.9810

0.0000 0.0000 0.0000
Vendor 3.6900e0030.1323 0.0417 5.4000e-004 0.0172 8.5000e-004 0.0180 4.9600e-003 8.1000e-004 5.7700e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
270.0127 270.0127 0.0511 0.0000 271.2893

0.0511 0.0000 271.2893
Total 0.2228 1.7711 1.8479 3.2500e-003 0.0798 0.0798 0.0764 0.0764 0.0000 Off-Road 0.2228 1.7711 1.8479 3.2500e-003 0.0798 0.0798 0.0764 0.0764 0.0000 270.0127 270.0127 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.4 Building Construction - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

96.0662 96.0662 2.0100e-003 8.9900e-003 98.7943

51.7063 51.7063 4.5000e-004 7.6000e-003 53.9810

0.0000 0.0000 0.0000
Vendor 3.6900e0030.1323 0.0417 5.4000e-004 0.0172 8.5000e-004 0.0180 4.9600e-003 8.1000e-004 5.7700e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
270.0124 270.0124 0.0511 0.0000 271.2889

0.0511 0.0000 271.2889
Total 0.2228 1.7711 1.8479 3.2500e-003 0.0798 0.0798 0.0764 0.0764 0.0000 Off-Road 0.2228 1.7711 1.8479 3.2500e-003 0.0798 0.0798 0.0764 0.0764 0.0000 270.0124 270.0124 Category tons/yr MT/yr
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Off-Road 0.0743 0.5963 0.6557 1.1600e-003 0.0250 0.0250 0.0240 0.0240 0.0000 96.5869 96.5869 0.0180 0.0000 97.0366 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

33.7015 33.7015 6.6000e-004 3.1400e-003 34.6523

5.0000e-004 4.6000e-004 15.6427
Total 8.4800e0030.0520 0.0758 3.6000e-004 0.0250 4.2000e-004 0.0254 6.7900e-003 4.0000e-004 7.1800e-003 0.0000 Worker 7.2200e- 1.7000e-004 0.0189 1.2000e-004 0.0190 5.0200e-003 1.1000e-004 5.1200e-003 0.0000 15.4932 15.4932 003

5.2600e-003 0.0615

18.2084 18.2084 1.6000e-004 2.6800e-003 19.0096

96.5870 96.5870 0.0180 0.0000 97.0367

0.0180 0.0000 97.0367
Total 0.0743 0.5963 0.6557 1.1600e-003 0.0250 0.0250 0.0240 0.0240 0.0000 Off-Road 0.0743 0.5963 0.6557 1.1600e-003 0.0250 0.0250 0.0240 0.0240 0.0000 96.5870 96.5870 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.0000 0.0000 0.0000 0.0000 0.0000

4.1800e-003 0.0000 13.2880
Paving 2.7500e0030.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 8.0000e- 1.5000e-004 4.1500e-003 4.1500e-003 3.8200e-003 3.8200e-003 0.0000 13.1835 13.1835 003

0.0793 0.0994
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.5 Paving - 2022
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

33.7015 33.7015 6.6000e-004 3.1400e-003 34.6523

5.2600e-003 0.0615

18.2084 18.2084 1.6000e-004 2.6800e-003 19.0096

0.0000 0.0000 0.0000
Vendor 1.2600e0030.0468 0.0144 1.9000e-004 6.1400e-003 3.0000e-004 6.4400e-003 1.7700e-003 2.9000e-004 2.0600e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 0.0743 0.5963 0.6557 1.1600e-003 0.0250 0.0250 0.0240 0.0240 0.0000 96.5869 96.5869 0.0180 0.0000 97.0366 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.0000 0.0000 0.0000 0.0000 0.0000

4.1800e-003 0.0000 13.2880
Paving 2.7500e0030.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 8.0000e- 1.5000e-004 4.1500e-003 4.1500e-003 3.8200e-003 3.8200e-003 0.0000 13.1835 13.1835 003

0.0793 0.0994
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

4.0493 4.0493 7.0000e-005 5.3000e-004 4.2088

3.0000e-005 3.0000e-005 0.8840
Total 6.6000e0049.2800e-003 5.6000e-003 4.0000e-005 1.9000e-003 1.0000e-004 2.0000e-003 5.2000e-004 9.0000e-005 6.1000e-004 0.0000 Worker 4.5000e- 1.0000e-005 1.0100e-003 1.0000e-005 1.0200e-003 2.7000e-004 1.0000e-005 2.8000e-004 0.0000 0.8745 0.8745 004

3.6000e-004 3.9000e-003

0.0000 0.0000 0.0000 0.0000 0.0000

4.0000e-005 5.0000e-004 3.3248
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 2.1000e- 3.0000e-005 8.9000e-004 9.0000e-005 9.8000e-004 2.5000e-004 8.0000e-005 3.3000e-004 0.0000 3.1748 3.1748 004

8.9200e-003 1.7000e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.1800e-003 0.0000 13.2880
Unmitigated Construction Off-Site
Total 0.0108 0.0793 0.0994 1.5000e-004 4.1500e-003 4.1500e-003 3.8200e-003 3.8200e-003 0.0000 13.1835 13.1835 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.1703 2.1703 1.2000e-004 0.0000 2.1733

0.0000 0.0000 0.0000
Off-Road 1.5400e0030.0104 0.0154 3.0000e-005 5.2000e-004 5.2000e-004 5.2000e-004 5.2000e-004 0.0000 Archit. Coating 0.1695 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.6 Architectural Coating - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

4.0493 4.0493 7.0000e-005 5.3000e-004 4.2088

3.6000e-004 3.9000e-003

0.0000 0.0000 0.0000 0.0000 0.0000

8.9200e-003 1.7000e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.1800e-003 0.0000 13.2880
Mitigated Construction Off-Site
Total 0.0108 0.0793 0.0994 1.5000e-004 4.1500e-003 4.1500e-003 3.8200e-003 3.8200e-003 0.0000 13.1835 13.1835 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.1703 2.1703 1.2000e-004 0.0000 2.1733

0.5553 0.5553 2.0000e-005 2.0000e-005 0.5607

2.0000e-005 2.0000e-005 0.5607
Total 2.6000e0041.9000e-004 2.2000e-003 1.0000e-005 6.8000e-004 0.0000 6.8000e-004 1.8000e-004 0.0000 1.8000e-004 0.0000 Worker 2.6000e- 1.0000e-005 6.8000e-004 0.0000 6.8000e-004 1.8000e-004 0.0000 1.8000e-004 0.0000 0.5553 0.5553 004

1.9000e-004 2.2000e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.2000e-004 0.0000 2.1733
Unmitigated Construction Off-Site
Total 0.1711 0.0104 0.0154 3.0000e-005 5.2000e-004 5.2000e-004 5.2000e-004 5.2000e-004 0.0000 2.1703 2.1703 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
ROG NOx CO SO2 Fugitive
PM10

0.5553 0.5553 2.0000e-005 2.0000e-005 0.5607

1.9000e-004 2.2000e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.2000e-004 0.0000 2.1733
Mitigated Construction Off-Site
Total 0.1711 0.0104 0.0154 3.0000e-005 5.2000e-004 5.2000e-004 5.2000e-004 5.2000e-004 0.0000 2.1703 2.1703 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.000000 0.00000

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy

0.000586 0.027411 0.001303 0.00374
Parking Lot 1.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Hotel 0.512341 0.052370 0.194493 0.150484 0.029151 0.007004 0.010494 0.009415 0.001203 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH

4.4 Fleet Mix
Land Use LDA LDT1 LDT2
Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Hotel 9.50 7.30 7.30 19.40 61.60 19.00 58 38 4
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by

4.3 Trip Type Information
Miles Trip % Trip Purpose %
Total 927.96 909.09 660.45 1,685,331 1,685,331
Parking Lot 0.00 0.00 0.00
Annual VMT
Hotel 927.96 909.09 660.45 1,685,331 1,685,331
Land Use Weekday Saturday Sunday Annual VMT

0.0495 0.0337 621.4242

4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
621.4242
Unmitigated 0.4284 0.5214 3.5673 6.5000e-003 0.6270 6.0800e-003 0.6331 0.1676 5.6800e-003 0.1733 0.0000 610.1333 610.1333

0.0000 610.1333 610.1333 0.0495 0.0337
Category tons/yr MT/yr
Mitigated 0.4284 0.5214 3.5673 6.5000e-003 0.6270 6.0800e-003 0.6331 0.1676 5.6800e-003 0.1733 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 164.0243 164.0243 3.1400e-003 3.0100e003164.9991

0.0000 0.0000
Total 0.0166 0.1507 0.1266 9.0000e-004 0.0115 0.0115 0.0115 0.0115 0.0000

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
164.0243 164.0243 3.1400e-003 3.0100e-003 164.9991

3.1400e-003 3.0100e-003 164.9991
NaturalGas
Unmitigated

0.0166 0.1507 0.1266 9.0000e-004 0.0115 0.0115 0.0115 0.0115 0.0000 NaturalGas 9.0000e-004 0.0115 0.0115 0.0115 0.0115 0.0000 164.0243 164.0243 Mitigated

0.0166 0.1507 0.1266

49.6242 49.6242 8.0300e-003 9.7000e-004 50.1149

8.0300e-003 9.7000e-004 50.1149
Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000
Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 49.6242 49.6242 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.0000e-005 1.7137
Total 49.6242 8.0200e-003 9.7000e-004 50.1149
Parking Lot 18340 1.6969 2.7000e-004
Land Use kWh/yr t
o
n
MT/yr
Hotel 518000 47.9273 7.7500e-003 9.4000e-004 48.4012

5.3 Energy by Land Use - Electricity
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
164.0243 164.0243 3.1400e-003 3.0100e003164.9991

0.0000 0.0000
Total 0.0166 0.1507 0.1266 9.0000e-004 0.0115 0.0115 0.0115 0.0115 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000
164.0243 3.1400e-003 3.0100e003164.9991
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hotel 3.0737e+0 0.1266 9.0000e-004 0.0115 0.0115 0.0115 0.0115 0.0000 164.0243 06 0.0166 0.1507
CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
Mitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.0000e-005 0.0000 6.4000e003

6.2 Area by SubCategory

6.4000e003
Unmitigated 0.3257 3.0000e-005 3.0800e-003 0.0000 1.0000e-005 1.0000e-005 1.0000e-005 1.0000e-005 0.0000 6.0100e-003 6.0100e003

0.0000 6.0100e-003 6.0100e0032.0000e-005 0.0000
CO2e
Category tons/yr MT/yr
Mitigated 0.3257 3.0000e-005 3.0800e-003 0.0000 1.0000e-005 1.0000e-005 1.0000e-005 1.0000e-005 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

6.0 Area Detail

6.1 Mitigation Measures Area
ROG NOx CO SO2 Fugitive
PM10

3.0000e-005 1.7137
Total 49.6242 8.0200e-003 9.7000e-004 50.1149
Parking Lot 18340 1.6969 2.7000e-004
Land Use kWh/yr t
o
n
MT/yr
Hotel 518000 47.9273 7.7500e-003 9.4000e-004 48.4012
Mitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

6.0100e-003 6.0100e0032.0000e-005 0.0000 6.4000e003

2.0000e-005 0.0000 6.4000e003
Total 0.3257 3.0000e-005 3.0800e-003 0.0000 1.0000e-005 1.0000e-005 1.0000e-005 1.0000e-005 0.0000

1.0000e-005 1.0000e-005 0.0000 6.0100e-003 6.0100e003Landscaping 2.8000e- 0.0000 1.0000e-005 1.0000e-005 004

3.0000e-005 3.0800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.2768 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0487
N2O CO2e
SubCategory tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

6.0100e-003 6.0100e0032.0000e-005 0.0000 6.4000e003

2.0000e-005 0.0000 6.4000e003
Total 0.3257 3.0000e-005 3.0800e-003 0.0000 1.0000e-005 1.0000e-005 1.0000e-005 1.0000e-005 0.0000

1.0000e-005 1.0000e-005 0.0000 6.0100e-003 6.0100e003Landscaping 2.8000e- 0.0000 1.0000e-005 1.0000e-005 004

3.0000e-005 3.0800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.2768 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0487
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.0000 0.0000
Total 2.5072 1.0269 2.2000e-003 28.8341
Parking Lot 0 / 0 0.0000 0.0000
Land Use Mgal t
o
n
MT/yr
Hotel 2.81571 /

0.312857

2.5072 1.0269 2.2000e-003 28.8341

28.8341

7.2 Water by Land Use
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Unmitigated 2.5072 1.0269 2.2000e-003
Category t
o
n
MT/yr
Mitigated 2.5072 1.0269 2.2000e-003 28.8341

7.0 Water Detail

7.1 Mitigation Measures Water
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Unmitigated 12.3358 0.7290 0.0000 30.5613
t
o
n
MT/yr
Mitigated 12.3358 0.7290 0.0000 30.5613

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year
Total CO2 CH4 N2O CO2e

0.0000 0.0000
Total 2.5072 1.0269 2.2000e-003 28.8341
Parking Lot 0 / 0 0.0000 0.0000
Land Use Mgal t
o
n
MT/yr
Hotel 2.81571 /

0.312857

2.5072 1.0269 2.2000e-003 28.8341
Mitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

9.0 Operational Offroad

0.0000 0.0000
Total 12.3358 0.7290 0.0000 30.5613
Parking Lot 0 0.0000 0.0000
Land Use tons t
o
n
MT/yr
Hotel 60.77 12.3358 0.7290 0.0000 30.5613
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e

0.0000 0.0000
Total 12.3358 0.7290 0.0000 30.5613
Parking Lot 0 0.0000 0.0000
Land Use tons t
o
n
MT/yr
Hotel 60.77 12.3358 0.7290 0.0000 30.5613

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:36 PM
John Abbott Mixed Use Project - Phase 1 Construction and Operation - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied User Defined Equipment
Equipment Type Number

11.0 Vegetation
Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Equipment Type Number Hours/Day Hours/Year Horse Power
Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Days/Year

0000
3746

Table Name Column Name Default Value New Value
Off-road Equipment - Default equipment
Trips and VMT - Based on Phase 2 parcel size, assuming 1,331 cy of pavement to be added to site. Approx 166 trips Demolition -
Grading - Earthwork import based on total net fill and allocated based on phase parcel area (1,326.47 cy of import) Architectural Coating - MBARD Rule 426 arch coatings 50 g/l for arch coating and 100 g/l for traffic markings. https://www.mbard.org/files/b17c2b4e2/Final+Rule+426+%28Clean+Version%29.pdf

0.004

1.3 User Entered Comments & Non-Default Data
Project Characteristics -
Land Use - Phase 2: 28 low rise apartment units (two stories or less of residential) and 21,400 sf of retail. Also 78 parking spaces on a 3.3 acre site Construction Phase - Scaled the default construction schedule to match the proposed applicant schedule. Assuming all demolition would occur in Phase 1 CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity
(lb/MWhr)

0.033 N2O Intensity
(lb/MWhr)
Climate Zone 4 Operational Year 2027
Utility Company Pacific Gas and Electric Company
0 1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.8 Precipitation Freq (Days) 53 Strip Mall 21.40 1000sqft 0.00 21,400.00
0 Apartments Low Rise 28.00 Dwelling Unit 3.30 28,800.00 80 Parking Lot 78.00 Space 0.00 31,200.00
John Abbott Mixed Use Project - Phase 2 Construction
Monterey Bay Unified APCD Air District, Annual

1.0 Project Characteristics

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied tblTripsAndVMT HaulingTripNumber 0.00 166.00
tblLandUse LotAcreage 1.75 3.30
tblLandUse LotAcreage 0.49 0.00
tblLandUse LandUseSquareFeet 28,000.00 28,800.00
tblLandUse LotAcreage 0.70 0.00
tblGrading AcresOfGrading 15.00 13.00
tblGrading MaterialImported 0.00 1,326.47
tblFleetMix SBUS 1.2210e-003 0.00
tblFleetMix UBUS 5.6300e-004 0.00
tblFleetMix MHD 0.01 0.00
tblFleetMix OBUS 1.1550e-003 0.00
tblFleetMix MDV 0.14 0.00
tblFleetMix MH 3.2000e-003 0.00
tblFleetMix LHD2 6.4340e-003 0.00
tblFleetMix MCY 0.03 0.00
tblFleetMix LDT2 0.19 0.00
tblFleetMix LHD1 0.03 0.00
tblFleetMix LDA 0.53 0.00
tblFleetMix LDT1 0.05 0.00
tblConstructionPhase NumDays 8.00 15.00
tblFleetMix HHD 9.4850e-003 0.00
tblAreaCoating Area_Parking 1872 0
tblConstructionPhase NumDays 230.00 425.00
tblArchitecturalCoating EF_Residential_Exterior 100.00 50.00 tblArchitecturalCoating EF_Residential_Interior 100.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 150.00 50.00 tblArchitecturalCoating EF_Parking 150.00 100.00
tblArchitecturalCoating EF_Nonresidential_Exterior 150.00 50.00 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 2026 7.4500e- 1.6000e-004 1.9900e-003 2.6700e-003 4.6500e-003 5.4000e-004 2.5100e-003 3.0400e-003 0.0000 13.9739 13.9739 2.7700e-003 2.0000e-004 14.1026 003

0.0656 0.0858
367.6419 367.6419 0.0725 5.3700e-003 371.0553

0.0542 4.8200e-003 266.4975
2025 0.2764 1.7210 2.2583 4.2000e-003 0.0522 0.0698 0.1220 0.0141 0.0657 0.0798 0.0000 2024 0.2105 1.3200 1.5803 3.0000e-003 0.0882 0.0572 0.1453 0.0353 0.0536 0.0890 0.0000 263.7055 263.7055 N2O CO2e
Year tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
367.6423 367.6423 0.0725 5.3700e-003 371.0557

2.7700e-003 2.0000e-004 14.1026
Maximum 0.2764 1.7211 2.2583 4.2000e-003 0.0882 0.0698 0.1453 0.0353 0.0657 0.0890 0.0000 2026 7.4500e- 1.6000e-004 1.9900e-003 2.6700e-003 4.6500e-003 5.4000e-004 2.5100e-003 3.0400e-003 0.0000 13.9739 13.9739 003

0.0656 0.0858
367.6423 367.6423 0.0725 5.3700e-003 371.0557

0.0542 4.8200e-003 266.4978
2025 0.2764 1.7211 2.2583 4.2000e-003 0.0522 0.0698 0.1220 0.0141 0.0657 0.0798 0.0000 2024 0.2105 1.3200 1.5803 3.0000e-003 0.0882 0.0572 0.1453 0.0353 0.0536 0.0890 0.0000 263.7057 263.7057 N2O CO2e
Year tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

2.1 Overall Construction
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

2.0 Emissions Summary
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mobile 0.4334 0.4929 3.5783 6.7400e-003 0.7158 5.9800e-003 0.7218 0.1913 5.5800e-003 0.1969 0.0000 645.7393 645.7393 0.0493 0.0341 657.1358

49.5199 49.5199 5.5300e-003 9.5000e-004 49.9409

2.2 Overall Operational
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Highest 0.6673 0.6673
7 11-2-2025 2-1-2026 0.3876 0.3876
6 8-2-2025 11-1-2025 0.4808 0.4808
5 5-2-2025 8-1-2025 0.4801 0.4801
4 2-2-2025 5-1-2025 0.4656 0.4656
3 11-2-2024 2-1-2025 0.6673 0.6673
2 8-2-2024 11-1-2024 0.5170 0.5170
1 5-2-2024 8-1-2024 0.6096 0.6096

0.00 0.00 0.00
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fugitive PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2
Maximum 0.2764 1.7210 2.2583 4.2000e-003 0.0882 0.0698 0.1453 0.0353 0.0657 0.0890 0.0000 367.6419 367.6419 0.0725 5.3700e-003 371.0553 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.00 0.00 0.00

3.0 Construction Detail
N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fugitive PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2
698.1273 706.3847 0.5908 0.0377 732.3984

0.1115 2.6700e-003 7.0585
Total 0.6749 0.5114 3.8756 6.8600e-003 0.7158 8.8100e-003 0.7246 0.1913 8.4100e-003 0.1997 8.2574 Water 0.0000 0.0000 0.0000 0.0000 1.0817 2.3940 3.4757

0.0000 7.1757 0.4241 0.0000 17.7776

0.0493 0.0341 657.1358
Waste 0.0000 0.0000 0.0000 0.0000 7.1757
Mobile 0.4334 0.4929 3.5783 6.7400e-003 0.7158 5.9800e-003 0.7218 0.1913 5.5800e-003 0.1969 0.0000 645.7393 645.7393

49.5199 49.5199 5.5300e-003 9.5000e-004 49.9409

4.6000e-004 0.0000 0.4856
Energy 1.7600e0030.0152 7.4800e-003 1.0000e-004 1.2200e-003 1.2200e-003 1.2200e-003 1.2200e-003 0.0000 Area 0.2398 3.3300e-003 0.2898 2.0000e-005 1.6100e-003 1.6100e-003 1.6100e-003 1.6100e-003 0.0000 0.4741 0.4741 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
698.1273 706.3847 0.5908 0.0377 732.3984

0.1115 2.6700e-003 7.0585
Total 0.6749 0.5114 3.8756 6.8600e-003 0.7158 8.8100e-003 0.7246 0.1913 8.4100e-003 0.1997 8.2574 Water 0.0000 0.0000 0.0000 0.0000 1.0817 2.3940 3.4757
Waste 0.0000 0.0000 0.0000 0.0000 7.1757 0.0000 7.1757 0.4241 0.0000 17.7776 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Paving Rollers 2 6.00 80 0.38

0.42 Paving Paving Equipment 2 6.00 132 0.36
Paving Pavers 1 8.00 130

0.45 Paving Cement and Mortar Mixers 2 6.00 9 0.56
Building Construction Welders 1 8.00 46

0.74 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Generator Sets 1 8.00 84

0.29 Building Construction Forklifts 3 8.00 89 0.20
Building Construction Cranes 1 7.00 231

0.40 Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Grading Rubber Tired Dozers 1 8.00 247

0.38 Grading Graders 1 8.00 187 0.41
Grading Excavators 1 8.00 158
Acres of Paving: 0
Residential Indoor: 58,320; Residential Outdoor: 19,440; Non-Residential Indoor: 32,100; Non-Residential Outdoor: 10,700; Striped Parking Area: 1,872 (Architectural Coating – sqft)
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor 5 18
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 13
4 Architectural Coating Architectural Coating 12/20/2024 1/14/2025 5 425
3 Paving Paving 5/30/2024 6/24/2024 5 18
2 Building Construction Building Construction 5/30/2024 1/14/2026 Num Days
Week
Num Days Phase Description
1 Grading Grading 5/9/2024 5/29/2024 5 15
Phase
Number
Phase Name Phase Type Start Date End Date
Construction Phase
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Unmitigated Construction Off-Site

19.5479 19.5479 6.3200e-003 0.0000 19.7060

6.3200e-003 0.0000 19.7060
Total 0.0125 0.1277 0.1107 2.2000e-004 0.0522 5.4300e-003 0.0576 0.0256 5.0000e-003 0.0306 0.0000

0.0000
Off-Road 0.0125 0.1277 0.1107 2.2000e-004 5.4300e-003 5.4300e-003 5.0000e-003 5.0000e-003 0.0000 19.5479 19.5479

0.0000 0.0000 0.0000 0.0000 0.0000
CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0522 0.0000 0.0522 0.0256 0.0000 0.0256 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
HHDT

3.1 Mitigation Measures Construction

3.2 Grading - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Architectural Coating 1 8.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT
Paving 8 20.00 0.00 166.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 40.00 12.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix Hauling
Vehicle Class
Grading 6 15.00 0.00 166.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT

0.48 Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor Vehicle
Class
Architectural Coating Air Compressors 1 6.00 78
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

6.3200e-003 0.0000 19.7060
Mitigated Construction Off-Site
Total 0.0125 0.1277 0.1107 2.2000e-004 0.0522 5.4300e-003 0.0576 0.0256 5.0000e-003 0.0306 0.0000 19.5479 19.5479

19.5479 19.5479 6.3200e-003 0.0000 19.7060

0.0000 0.0000 0.0000
Off-Road 0.0125 0.1277 0.1107 2.2000e-004 5.4300e-003 5.4300e-003 5.0000e-003 5.0000e-003 0.0000 Fugitive Dust 0.0522 0.0000 0.0522 0.0256 0.0000 0.0256 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.5038 5.5038 7.0000e-005 7.7000e-004 5.7362

2.0000e-005 2.0000e-005 0.7421
Total 5.4000e0040.0121 5.4300e-003 6.0000e-005 2.3100e-003 1.1000e-004 2.4200e-003 6.3000e-004 1.1000e-004 7.3000e-004 0.0000 Worker 3.4000e- 1.0000e-005 9.0000e-004 1.0000e-005 9.0000e-004 2.4000e-004 1.0000e-005 2.4000e-004 0.0000 0.7350 0.7350 004

2.5000e-004 2.9200e-003

0.0000 0.0000 0.0000 0.0000 0.0000

5.0000e-005 7.5000e-004 4.9942
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 2.0000e- 5.0000e-005 1.4100e-003 1.0000e-004 1.5200e-003 3.9000e-004 1.0000e-004 4.9000e-004 0.0000 4.7689 4.7689 004

0.0119 2.5100e-003
N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Unmitigated Construction Off-Site
178.5238 178.5238 0.0422 0.0000 179.5792

0.0422 0.0000 179.5792
Total 0.1133 1.0352 1.2448 2.0800e-003 0.0472 0.0472 0.0444 0.0444 0.0000 Off-Road 0.1133 1.0352 1.2448 2.0800e-003 0.0472 0.0472 0.0444 0.0444 0.0000 178.5238 178.5238 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.5038 5.5038 7.0000e-005 7.7000e-004 5.7362

2.5000e-004 2.9200e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0119 2.5100e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
178.5236 178.5236 0.0422 0.0000 179.5790

0.0422 0.0000 179.5790
Total 0.1133 1.0352 1.2448 2.0800e-003 0.0472 0.0472 0.0444 0.0444 0.0000 Off-Road 0.1133 1.0352 1.2448 2.0800e-003 0.0472 0.0472 0.0444 0.0444 0.0000 178.5236 178.5236 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

38.2127 38.2127 8.1000e-004 3.2600e-003 39.2030

6.5000e-004 6.0000e-004 20.3161
Total 0.0106 0.0533 0.0941 4.1000e-004 0.0306 4.5000e-004 0.0310 8.2800e-003 4.2000e-004 8.7000e-003 0.0000 Worker 9.3700e- 2.2000e-004 0.0245 1.5000e-004 0.0247 6.5200e-003 1.4000e-004 6.6500e-003 0.0000 20.1219 20.1219 003

6.8400e-003 0.0798

18.0909 18.0909 1.6000e-004 2.6600e-003 18.8869

0.0000 0.0000 0.0000
Vendor 1.2500e0030.0465 0.0143 1.9000e-004 6.1000e-003 3.0000e-004 6.3900e-003 1.7600e-003 2.8000e-004 2.0500e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
302.6549 302.6549 0.0711 0.0000 304.4335

0.0711 0.0000 304.4335
Total 0.1785 1.6273 2.0991 3.5200e-003 0.0689 0.0689 0.0648 0.0648 0.0000 Off-Road 0.1785 1.6273 2.0991 3.5200e-003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6549 302.6549 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2025
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

38.2127 38.2127 8.1000e-004 3.2600e-003 39.2030

6.8400e-003 0.0798

18.0909 18.0909 1.6000e-004 2.6600e-003 18.8869

0.0000 0.0000 0.0000
Vendor 1.2500e0030.0465 0.0143 1.9000e-004 6.1000e-003 3.0000e-004 6.3900e-003 1.7600e-003 2.8000e-004 2.0500e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
302.6545 302.6545 0.0711 0.0000 304.4331

0.0711 0.0000 304.4331
Total 0.1784 1.6273 2.0991 3.5200e-003 0.0689 0.0689 0.0648 0.0648 0.0000 Off-Road 0.1784 1.6273 2.0991 3.5200e-003 0.0689 0.0689 0.0648 0.0648 0.0000 302.6545 302.6545 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

63.4554 63.4554 1.2600e-003 5.3700e-003 65.0861

1.0000e-003 9.4000e-004 33.6349
Total 0.0169 0.0880 0.1492 6.6000e-004 0.0519 7.3000e-004 0.0526 0.0140 6.9000e-004 0.0147 0.0000 Worker 0.0149 0.0104 0.1258 3.5000e-004 0.0415 2.4000e-004 0.0418 0.0110 2.2000e-004 0.0113 0.0000 33.3297 33.3297

30.1257 30.1257 2.6000e-004 4.4300e-003 31.4512

0.0000 0.0000 0.0000
Vendor 2.0400e0030.0776 0.0235 3.1000e-004 0.0103 4.9000e-004 0.0108 2.9900e-003 4.7000e-004 3.4600e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

1.1313 1.1313 1.0000e-005 1.7000e-004 1.1810

0.0000 0.0000 0.0000
Vendor 8.0000e0052.9200e-003 8.8000e-004 1.0000e-005 4.0000e-004 2.0000e-005 4.1000e-004 1.1000e-004 2.0000e-005 1.3000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

11.5960 11.5960 2.7300e-003 0.0000 11.6641

2.7300e-003 0.0000 11.6641
Total 6.8400e0030.0624 0.0804 1.3000e-004 2.6400e-003 2.6400e-003 2.4800e-003 2.4800e-003 0.0000 Off-Road 6.8400e- 1.3000e-004 2.6400e-003 2.6400e-003 2.4800e-003 2.4800e-003 0.0000 11.5960 11.5960 003

0.0624 0.0804
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2026
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

63.4554 63.4554 1.2600e-003 5.3700e-003 65.0861

0.0776 0.0235 3.1000e-004 0.0103 4.9000e-004 0.0108 2.9900e-003 4.7000e-004 3.4600e-003 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Worker 5.4000e- 1.0000e-005 1.5900e-003 1.0000e-005 1.6000e-003 4.2000e-004 1.0000e-005 4.3000e-004 0.0000 1.2466 1.2466 3.0000e-005 3.0000e-005 1.2575 004

3.6000e-004 4.4900e-003

1.1313 1.1313 1.0000e-005 1.7000e-004 1.1810

0.0000 0.0000 0.0000
Vendor 8.0000e0052.9200e-003 8.8000e-004 1.0000e-005 4.0000e-004 2.0000e-005 4.1000e-004 1.1000e-004 2.0000e-005 1.3000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

11.5960 11.5960 2.7300e-003 0.0000 11.6641

0.0624 0.0804
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

2.3779 2.3779 4.0000e-005 2.0000e-004 2.4385

3.0000e-005 3.0000e-005 1.2575
Total 6.2000e0043.2800e-003 5.3700e-003 2.0000e-005 1.9900e-003 3.0000e-005 2.0100e-003 5.3000e-004 3.0000e-005 5.6000e-004 0.0000 Worker 5.4000e- 1.0000e-005 1.5900e-003 1.0000e-005 1.6000e-003 4.2000e-004 1.0000e-005 4.3000e-004 0.0000 1.2466 1.2466 004

3.6000e-004 4.4900e-003
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Worker 5.5000e- 1.0000e-005 1.4300e-003 1.0000e-005 1.4400e-003 3.8000e-004 1.0000e-005 3.9000e-004 0.0000 1.1760 1.1760 4.0000e-005 3.0000e-005 1.1873 004

4.0000e-004 4.6700e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0119 2.5100e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.6300e-003 0.0000 14.8581
Unmitigated Construction Off-Site
Total 7.9300e- 1.7000e-004 3.5900e-003 3.5900e-003 3.3200e-003 3.3200e-003 0.0000 14.7423 14.7423 003

0.0745 0.1100

0.0000 0.0000 0.0000 0.0000 0.0000

4.6300e-003 0.0000 14.8581
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 7.9300e- 1.7000e-004 3.5900e-003 3.5900e-003 3.3200e-003 3.3200e-003 0.0000 14.7423 14.7423 003

0.0745 0.1100
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.4 Paving - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 6.2000e- 2.3779 2.3779 4.0000e-005 2.0000e-004 2.4385 004

3.2800e-003 5.3700e-003 2.0000e-005 1.9900e-003 3.0000e-005 2.0100e-003 5.3000e-004 3.0000e-005 5.6000e-004 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Worker 5.5000e- 1.0000e-005 1.4300e-003 1.0000e-005 1.4400e-003 3.8000e-004 1.0000e-005 3.9000e-004 0.0000 1.1760 1.1760 4.0000e-005 3.0000e-005 1.1873 004

4.0000e-004 4.6700e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0119 2.5100e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.6300e-003 0.0000 14.8581
Mitigated Construction Off-Site
Total 7.9300e- 1.7000e-004 3.5900e-003 3.5900e-003 3.3200e-003 3.3200e-003 0.0000 14.7423 14.7423 003

0.0745 0.1100

0.0000 0.0000 0.0000 0.0000 0.0000

4.6300e-003 0.0000 14.8581
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 7.9300e- 1.7000e-004 3.5900e-003 3.5900e-003 3.3200e-003 3.3200e-003 0.0000 14.7423 14.7423 003

0.0745 0.1100
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 7.5000e- 5.9448 5.9448 9.0000e-005 7.8000e-004 6.1815 004

0.0123 7.1800e-003 6.0000e-005 2.8400e-003 1.1000e-004 2.9600e-003 7.7000e-004 1.1000e-004 8.8000e-004 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Worker 1.0000e- 0.0000 2.5000e-004 0.0000 2.6000e-004 7.0000e-005 0.0000 7.0000e-005 0.0000 0.2091 0.2091 1.0000e-005 1.0000e-005 0.2111 004

7.0000e-005 8.3000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

6.0000e-005 0.0000 1.0227
Unmitigated Construction Off-Site
Total 0.0647 4.8800e-003 7.2400e-003 1.0000e-005 2.4000e-004 2.4000e-004 2.4000e-004 2.4000e-004 0.0000 1.0213 1.0213

1.0213 1.0213 6.0000e-005 0.0000 1.0227

3.5 Architectural Coating - 2024
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 7.5000e- 5.9448 5.9448 9.0000e-005 7.8000e-004 6.1815 004

7.0000e-005 8.3000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

6.0000e-005 0.0000 1.0227
Mitigated Construction Off-Site
Total 0.0647 4.8800e-003 7.2400e-003 1.0000e-005 2.4000e-004 2.4000e-004 2.4000e-004 2.4000e-004 0.0000 1.0213 1.0213

1.0213 1.0213 6.0000e-005 0.0000 1.0227

0.0000 0.0000 0.0000
Off-Road 7.2000e0044.8800e-003 7.2400e-003 1.0000e-005 2.4000e-004 2.4000e-004 2.4000e-004 2.4000e-004 0.0000 Archit. Coating 0.0640 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 1.0000e- 0.2091 0.2091 1.0000e-005 1.0000e-005 0.2111 004

7.0000e-005 8.3000e-004 0.0000 2.5000e-004 0.0000 2.6000e-004 7.0000e-005 0.0000 7.0000e-005 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Worker 1.1000e- 0.0000 3.2000e-004 0.0000 3.2000e-004 8.0000e-005 0.0000 9.0000e-005 0.0000 0.2554 0.2554 1.0000e-005 1.0000e-005 0.2577 004

8.0000e-005 9.6000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

7.0000e-005 0.0000 1.2784
Unmitigated Construction Off-Site
Total 0.0809 5.7300e-003 9.0500e-003 1.0000e-005 2.6000e-004 2.6000e-004 2.6000e-004 2.6000e-004 0.0000 1.2766 1.2766

1.2766 1.2766 7.0000e-005 0.0000 1.2784

3.5 Architectural Coating - 2025
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 1.0000e- 0.2091 0.2091 1.0000e-005 1.0000e-005 0.2111 004

8.0000e-005 9.6000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

7.0000e-005 0.0000 1.2784
Mitigated Construction Off-Site
Total 0.0809 5.7300e-003 9.0500e-003 1.0000e-005 2.6000e-004 2.6000e-004 2.6000e-004 2.6000e-004 0.0000 1.2766 1.2766

1.2766 1.2766 7.0000e-005 0.0000 1.2784

0.0000 0.0000 0.0000
Off-Road 8.5000e0045.7300e-003 9.0500e-003 1.0000e-005 2.6000e-004 2.6000e-004 2.6000e-004 2.6000e-004 0.0000 Archit. Coating 0.0800 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 1.1000e- 0.2554 0.2554 1.0000e-005 1.0000e-005 0.2577 004

8.0000e-005 9.6000e-004 0.0000 3.2000e-004 0.0000 3.2000e-004 8.0000e-005 0.0000 9.0000e-005 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1,925,362

4.3 Trip Type Information
Miles Trip % Trip Purpose %
Total 1,153.41 1,127.58 613.04 1,925,362
Strip Mall 948.45 899.66 437.20 1,337,430 1,337,430
Parking Lot 0.00 0.00 0.00
Annual VMT
Apartments Low Rise 204.96 227.92 175.84 587,932 587,932 Land Use Weekday Saturday Sunday Annual VMT

0.0493 0.0341 657.1358

4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
657.1358
Unmitigated 0.4334 0.4929 3.5783 6.7400e-003 0.7158 5.9800e-003 0.7218 0.1913 5.5800e-003 0.1969 0.0000 645.7393 645.7393

0.0000 645.7393 645.7393 0.0493 0.0341
CO2e
Category tons/yr MT/yr
Mitigated 0.4334 0.4929 3.5783 6.7400e-003 0.7158 5.9800e-003 0.7218 0.1913 5.5800e-003 0.1969 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
ROG NOx CO SO2 Fugitive
PM10
Total 1.1000e- 0.2554 0.2554 1.0000e-005 1.0000e-005 0.2577 004

17.4166 17.4166 3.3000e-004 3.2000e-004 17.5201

3.3000e-004 3.2000e-004 17.5201
NaturalGas
Unmitigated

1.7600e0030.0152 7.4800e-003 1.0000e-004 1.2200e-003 1.2200e-003 1.2200e-003 1.2200e-003 0.0000 NaturalGas 1.0000e-004 1.2200e-003 1.2200e-003 1.2200e-003 1.2200e-003 0.0000 17.4166 17.4166 Mitigated

1.7600e0030.0152 7.4800e-003

32.1034 32.1034 5.1900e-003 6.3000e-004 32.4208

5.1900e-003 6.3000e-004 32.4208
Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000
Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 32.1034 32.1034 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

0.000000 0.00000
Strip Mall 0.528356 0.053553 0.192311 0.140981 0.025845 0.006434 0.010672 0.009485 0.001155 0.000563 0.026223 0.001221 0.00320

0.000563 0.026223 0.001221 0.00320
Parking Lot 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 Apartments Low Rise 0.528356 0.053553 0.192311 0.140981 0.025845 0.006434 0.010672 0.009485 0.001155 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH

4.4 Fleet Mix
Land Use LDA LDT1 LDT2
Strip Mall 9.50 7.30 7.30 16.60 64.40 19.00 45 40 15
Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Apartments Low Rise 10.80 7.30 7.50 44.00 18.80 37.20 86 11 3 Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

17.4166 3.3000e-004 3.2000e0041.2200e- 17.5201
003
Total 1.7600e-003 0.0152 7.4800e-003 9.0000e-005 1.2200e-003 1.2200e-003 1.2200e-003 0.0000 17.4166

2.6723 2.6723 5.0000e-005 5.0000e0052.6881

0.0000 0.0000
Strip Mall 50076 2.7000e-004 2.4500e-003 2.0600e-003 1.0000e-005 1.9000e-004 1.9000e-004 1.9000e0041.9000e-004 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000

14.7443 2.8000e-004 2.7000e00414.8319
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

1.0300e003Apartments Low 5.4200e-003 8.0000e-005 1.0300e-003 1.0300e-003 1.0300e-003 0.0000 14.7443 Rise
276298 1.4900e-003 0.0127
CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
Mitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5

17.4166 3.3000e-004 3.2000e0041.2200e- 17.5201
003
Total 1.7600e-003 0.0152 7.4800e-003 9.0000e-005 1.2200e-003 1.2200e-003 1.2200e-003 0.0000 17.4166

2.6723 2.6723 5.0000e-005 5.0000e0052.6881

0.0000 0.0000
Strip Mall 50076 2.7000e-004 2.4500e-003 2.0600e-003 1.0000e-005 1.9000e-004 1.9000e-004 1.9000e0041.9000e-004 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000

14.7443 2.8000e-004 2.7000e00414.8319
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.0000e-005 1.0204
Strip Mall 222346 20.5723 3.3300e-003 4.0000e-004 20.7757 Parking Lot 10920 1.0104 1.6000e-004
Land Use kWh/yr t
o
n
MT/yr
Apartments Low
Rise
113708 10.5207 1.7000e-003 2.1000e-004 10.6248

6.3000e-004 32.4208
Mitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Total 32.1034 5.1900e-003

5.3 Energy by Land Use - Electricity
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.1981 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0329
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.6000e-004 0.0000 0.4856

6.2 Area by SubCategory
Unmitigated

0.4856
Unmitigated 0.2398 3.3300e-003 0.2898 2.0000e-005 1.6100e-003 1.6100e-003 1.6100e-003 1.6100e-003 0.0000 0.4741 0.4741

0.0000 0.4741 0.4741 4.6000e-004 0.0000
CO2e
Category tons/yr MT/yr
Mitigated 0.2398 3.3300e-003 0.2898 2.0000e-005 1.6100e-003 1.6100e-003 1.6100e-003 1.6100e-003 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

6.3000e-004 32.4208

6.0 Area Detail

6.1 Mitigation Measures Area
ROG NOx CO SO2 Fugitive
PM10
Total 32.1034 5.1900e-003
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4.6000e-004 0.0000 0.4856

7.0 Water Detail

7.1 Mitigation Measures Water
Total 0.2398 3.3300e-003 0.2898 2.0000e-005 1.6100e-003 1.6100e-003 1.6100e-003 1.6100e-003 0.0000 0.4741 0.4741

0.4741 0.4741 4.6000e-004 0.0000 0.4856

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.1981 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0329
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.6000e-004 0.0000 0.4856
Mitigated
Total 0.2398 3.3300e-003 0.2898 2.0000e-005 1.6100e-003 1.6100e-003 1.6100e-003 1.6100e-003 0.0000 0.4741 0.4741

0.4741 0.4741 4.6000e-004 0.0000 0.4856

0.0000 0.0000 0.0000
Landscaping 8.7800e0033.3300e-003 0.2898 2.0000e-005 1.6100e-003 1.6100e-003 1.6100e-003 1.6100e-003 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.6700e-003 7.0585
Mitigated
Total 3.4757 0.1115

0.0000 0.0000
Strip Mall 1.58515 /

0.971545

1.6111 0.0518 1.2400e-003 3.2768
Parking Lot 0 / 0 0.0000 0.0000
Land Use Mgal t
o
n
MT/yr
Apartments Low
Rise

1.82431 /

1.15011

1.8646 0.0597 1.4300e-003 3.7817

7.0585

7.2 Water by Land Use
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Unmitigated 3.4757 0.1115 2.6700e-003
CO2e
Category t
o
n
MT/yr
Mitigated 3.4757 0.1115 2.6700e-003 7.0585
Total CO2 CH4 N2O
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Unmitigated 7.1757 0.4241 0.0000 17.7776
CO2e
t
o
n
MT/yr
Mitigated 7.1757 0.4241 0.0000 17.7776
Total CO2 CH4 N2O

2.6700e-003 7.0585

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year
Total 3.4757 0.1115

0.0000 0.0000
Strip Mall 1.58515 /

0.971545

1.6111 0.0518 1.2400e-003 3.2768
Parking Lot 0 / 0 0.0000 0.0000
Land Use Mgal t
o
n
MT/yr
Apartments Low
Rise

1.82431 /

1.15011

1.8646 0.0597 1.4300e-003 3.7817
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Total 7.1757 0.4241 0.0000 17.7776

0.0000 0.0000
Strip Mall 22.47 4.5612 0.2696 0.0000 11.3002
Parking Lot 0 0.0000 0.0000
Land Use tons t
o
n
MT/yr
Apartments Low
Rise

12.88 2.6145 0.1545 0.0000 6.4774

0.0000 17.7776
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Total 7.1757 0.4241

0.0000 0.0000
Strip Mall 22.47 4.5612 0.2696 0.0000 11.3002
Parking Lot 0 0.0000 0.0000
Land Use tons t
o
n
MT/yr
Apartments Low
Rise

12.88 2.6145 0.1545 0.0000 6.4774

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 1:54 PM
John Abbott Mixed Use Project - Phase 2 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied User Defined Equipment
Equipment Type Number

11.0 Vegetation
Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year
Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment

9.0 Operational Offroad
Equipment Type Number Hours/Day

0000
3200
3200

Construction Phase - Scaled the default construction schedule to match the proposed applicant schedule.

Off-road Equipment - Default equipment
Trips and VMT - Based on Phase 2 parcel size, assuming 1,331 cy of pavement to be added to site (166 trips) Demolition -
N2O Intensity
(lb/MWhr)

0.004

1.3 User Entered Comments & Non-Default Data
Project Characteristics -
Land Use - Phase 3: 25,600 square feet of retail/office. 6,400 sf of strip mall; 3,200 fast food w/o drive-thru; 8,960 sf of general office; 3,840 sf of medical office; 3,200 of quality resturant. 24 parking spaces on 3.3 acres
Utility Company Pacific Gas and Electric Company
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity
(lb/MWhr)

0.033
Precipitation Freq (Days) 53
Climate Zone 4 Operational Year 2027

1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.8
0 Strip Mall 6.40 1000sqft 3.30 6,400.00 0
Quality Restaurant 3.20 1000sqft 0.00 3,200.00
0 Fast Food Restaurant w/o Drive Thru 3.20 1000sqft 0.00 3,200.00 0 Parking Lot 24.00 Space 0.00 9,600.00
0 Medical Office Building 3.84 1000sqft 0.00 3,840.00 0 General Office Building 8.96 1000sqft 0.00 8,960.00
John Abbott Mixed Use Project - Phase 3 Construction
Monterey Bay Unified APCD Air District, Annual

1.0 Project Characteristics

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied tblFleetMix SBUS 1.2210e-003 0.00
tblFleetMix MHD 0.01 0.00
tblFleetMix OBUS 1.1550e-003 0.00
tblFleetMix MDV 0.14 0.00
tblFleetMix MH 3.2000e-003 0.00
tblFleetMix LHD2 6.4340e-003 0.00
tblFleetMix MCY 0.03 0.00
tblFleetMix LDT2 0.19 0.00
tblFleetMix LHD1 0.03 0.00
tblFleetMix LDA 0.53 0.00
tblFleetMix LDT1 0.05 0.00
tblConstructionPhase PhaseStartDate 12/31/2026 1/29/2026 tblFleetMix HHD 9.4850e-003 0.00
tblConstructionPhase PhaseStartDate 2/12/2026 1/29/2026 tblConstructionPhase PhaseStartDate 2/2/2026 1/15/2026
tblConstructionPhase PhaseEndDate 1/25/2027 2/23/2026
tblConstructionPhase PhaseStartDate 1/26/2027 2/22/2027 tblConstructionPhase PhaseEndDate 12/30/2026 3/17/2027
tblConstructionPhase PhaseEndDate 2/11/2026 1/28/2026
tblConstructionPhase NumDays 8.00 10.00
tblConstructionPhase PhaseEndDate 2/18/2027 3/17/2027
tblAreaCoating Area_Parking 576 0
tblConstructionPhase NumDays 230.00 295.00
tblArchitecturalCoating EF_Nonresidential_Exterior 150.00 100.00 tblArchitecturalCoating EF_Nonresidential_Interior 150.00 100.00 Architectural Coating - MBARD Rule 426 arch coatings 50 g/l for arch coating and 100 g/l for traffic markings. https://www.mbard.org/files/b17c2b4e2/Final+Rule+426+%28Clean+Version%29.pdf Table Name Column Name Default Value New Value
Grading - Earthwork import based on total net fill and allocated based on phase parcel area (1326.47 cy of import) CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.0751 3.7500e-003 344.3438
Mitigated Construction
Maximum 0.1860 1.7082 2.1770 3.9200e-003 0.0581 0.0704 0.1285 0.0232 0.0661 0.0893 0.0000 341.3507 341.3507

70.2107 70.2107 0.0149 5.0000e-004 70.7323

0.0751 3.7500e-003 344.3438
2027 0.1603 0.3553 0.4609 8.1000e-004 4.0800e-003 0.0148 0.0189 1.1100e-003 0.0139 0.0150 0.0000 2026 0.1860 1.7082 2.1770 3.9200e-003 0.0581 0.0704 0.1285 0.0232 0.0661 0.0893 0.0000 341.3507 341.3507 N2O CO2e
Year tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

2.1 Overall Construction
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
tblTripsAndVMT HaulingTripNumber 0.00 166.00

2.0 Emissions Summary
tblLandUse LotAcreage 0.07 0.00
tblLandUse LotAcreage 0.15 3.30
tblLandUse LotAcreage 0.22 0.00
tblLandUse LotAcreage 0.07 0.00
tblLandUse LotAcreage 0.21 0.00
tblLandUse LotAcreage 0.09 0.00
tblGrading AcresOfGrading 10.00 11.00
tblGrading MaterialImported 0.00 1,326.47
tblFleetMix UBUS 5.6300e-004 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e

2.2 Overall Operational
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Highest 0.5279 0.5279
5 2-2-2027 5-1-2027 0.3494 0.3494
4 11-2-2026 2-1-2027 0.4666 0.4666
3 8-2-2026 11-1-2026 0.4662 0.4662
2 5-2-2026 8-1-2026 0.4660 0.4660
1 2-2-2026 5-1-2026 0.5279 0.5279
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter)

0.00 0.00 0.00 0.00 0.00
Total CO2 CH4 N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0751 3.7500e-003 344.3434
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio-CO2
Maximum 0.1860 1.7082 2.1770 3.9200e-003 0.0581 0.0704 0.1285 0.0232 0.0661 0.0893 0.0000 341.3503 341.3503

70.2106 70.2106 0.0149 5.0000e-004 70.7323

0.0751 3.7500e-003 344.3434
2027 0.1603 0.3553 0.4609 8.1000e-004 4.0800e-003 0.0148 0.0189 1.1100e-003 0.0139 0.0150 0.0000 2026 0.1860 1.7082 2.1770 3.9200e-003 0.0581 0.0704 0.1285 0.0232 0.0661 0.0893 0.0000 341.3503 341.3503 CH4 N2O CO2e
Year tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1,219.7743 1,240.7472 1.3983 0.0653 1,295.1771

0.1468 3.5100e-003 8.8684
Total 0.9094 0.9326 6.3000 0.0118 1.2002 0.0160 1.2161 0.3208 0.0153 0.3361 20.9728 Water 0.0000 0.0000 0.0000 0.0000 1.4248 2.7285 4.1533

0.0000 19.5480 1.1553 0.0000 48.4294

0.0872 0.0594 1,108.4327
Waste 0.0000 0.0000 0.0000 0.0000 19.5480
Mobile 0.7826 0.8567 6.2356 0.0114 1.2002 0.0102 1.2104 0.3208 9.5100e-003 0.3303 0.0000 1,088.5440 1,088.5440 128.5007 128.5007 9.0000e-003 2.4100e-003 129.4452

0.0000 0.0000 1.3100e003
Energy 8.3500e0030.0759 0.0638 4.6000e-004 5.7700e-003 5.7700e-003 5.7700e-003 5.7700e-003 0.0000

0.0000 0.0000 0.0000 1.2300e-003 1.2300e003Area 0.1185 1.0000e-005 6.3000e-004 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
1,219.7743 1,240.7472 1.3983 0.0653 1,295.1771

0.1468 3.5100e-003 8.8684
Total 0.9094 0.9326 6.3000 0.0118 1.2002 0.0160 1.2161 0.3208 0.0153 0.3361 20.9728 Water 0.0000 0.0000 0.0000 0.0000 1.4248 2.7285 4.1533

0.0000 19.5480 1.1553 0.0000 48.4294

0.0000 0.0000 1.3100e003
Energy 8.3500e0030.0759 0.0638 4.6000e-004 5.7700e-003 5.7700e-003 5.7700e-003 5.7700e-003 0.0000

0.0000 0.0000 0.0000 1.2300e-003 1.2300e003Area 0.1185 1.0000e-005 6.3000e-004 0.0000 0.0000 0.0000 Category tons/yr MT/yr
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.74 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Generator Sets 1 8.00 84

0.29 Building Construction Forklifts 3 8.00 89 0.20
Building Construction Cranes 1 7.00 231

0.40 Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Grading Rubber Tired Dozers 1 8.00 247

0.38 Grading Graders 1 8.00 187 0.41
Grading Excavators 1 8.00 158
Acres of Paving: 0
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 38,400; Non-Residential Outdoor: 12,800; Striped Parking Area: 576 (Architectural Coating – sqft)
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor 5 18
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 11
4 Architectural Coating Architectural Coating 2/22/2027 3/17/2027 5 295
3 Paving Paving 1/29/2026 2/23/2026 5 18
2 Building Construction Building Construction 1/29/2026 3/17/2027 Num Days
Week
Num Days Phase Description
1 Grading Grading 1/15/2026 1/28/2026 5 10
Phase
Number
Phase Name Phase Type Start Date End Date

0.00 0.00 0.00

3.0 Construction Detail
Construction Phase
N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fugitive PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4.2200e-003 0.0000 13.1403

0.0000
Off-Road 7.6100e0030.0766 0.0727 1.5000e-004 3.1200e-003 3.1200e-003 2.8700e-003 2.8700e-003 0.0000 13.0349 13.0349

0.0000 0.0000 0.0000 0.0000 0.0000
CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0361 0.0000 0.0361 0.0172 0.0000 0.0172 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
HHDT

3.1 Mitigation Measures Construction

3.2 Grading - 2026
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Architectural Coating 1 3.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT
Paving 8 20.00 0.00 166.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 13.00 6.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix Hauling
Vehicle Class
Grading 6 15.00 0.00 166.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT

0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Paving Rollers 2 6.00 80

0.42 Paving Paving Equipment 2 6.00 132 0.36
Paving Pavers 1 8.00 130

0.45 Paving Cement and Mortar Mixers 2 6.00 9 0.56
Building Construction Welders 1 8.00 46
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

13.0349 13.0349 4.2200e-003 0.0000 13.1403

0.0000 0.0000 0.0000
Off-Road 7.6100e0030.0766 0.0727 1.5000e-004 3.1200e-003 3.1200e-003 2.8700e-003 2.8700e-003 0.0000 Fugitive Dust 0.0361 0.0000 0.0361 0.0172 0.0000 0.0172 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.0309 5.0309 6.0000e-005 7.3000e-004 5.2506

1.0000e-005 1.0000e-005 0.4716
Total 4.0000e0040.0115 4.1900e-003 5.0000e-005 2.0100e-003 1.0000e-004 2.1100e-003 5.5000e-004 1.0000e-004 6.5000e-004 0.0000 Worker 2.0000e- 0.0000 6.0000e-004 0.0000 6.0000e-004 1.6000e-004 0.0000 1.6000e-004 0.0000 0.4675 0.4675 004

1.3000e-004 1.6800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

5.0000e-005 7.2000e-004 4.7791
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 2.0000e- 5.0000e-005 1.4100e-003 1.0000e-004 1.5100e-003 3.9000e-004 1.0000e-004 4.9000e-004 0.0000 4.5634 4.5634 004

0.0114 2.5100e-003
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 7.6100e- 13.0349 13.0349 4.2200e-003 0.0000 13.1403 003

0.0766 0.0727 1.5000e-004 0.0361 3.1200e-003 0.0392 0.0172 2.8700e-003 0.0201 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 279.4629 279.4629 0.0657 0.0000 281.1053

0.0657 0.0000 281.1053
Total 0.1648 1.5026 1.9382 3.2500e-003 0.0636 0.0636 0.0598 0.0598 0.0000 Off-Road 0.1648 1.5026 1.9382 3.2500e-003 0.0636 0.0636 0.0598 0.0598 0.0000 279.4629 279.4629 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2026
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.0309 5.0309 6.0000e-005 7.3000e-004 5.2506

1.3000e-004 1.6800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0114 2.5100e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.2200e-003 0.0000 13.1403
Mitigated Construction Off-Site
Total 7.6100e- 1.5000e-004 0.0361 3.1200e-003 0.0392 0.0172 2.8700e-003 0.0201 0.0000 13.0349 13.0349 003

0.0766 0.0727
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 279.4626 279.4626 0.0657 0.0000 281.1049

0.0657 0.0000 281.1049
Total 0.1648 1.5026 1.9382 3.2500e-003 0.0636 0.0636 0.0598 0.0598 0.0000 Off-Road 0.1648 1.5026 1.9382 3.2500e-003 0.0636 0.0636 0.0598 0.0598 0.0000 279.4626 279.4626 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

23.3963 23.3963 3.9000e-004 2.2600e-003 24.0806

2.7000e-004 2.6000e-004 9.8492
Total 5.1200e0030.0380 0.0458 2.4000e-004 0.0172 2.9000e-004 0.0175 4.6900e-003 2.7000e-004 4.9700e-003 0.0000 Worker 4.2100e- 1.0000e-004 0.0125 7.0000e-005 0.0125 3.3100e-003 6.0000e-005 3.3800e-003 0.0000 9.7637 9.7637 003

2.7900e-003 0.0352

13.6325 13.6325 1.2000e-004 2.0000e-003 14.2314

0.0000 0.0000 0.0000
Vendor 9.1000e0040.0352 0.0106 1.4000e-004 4.7700e-003 2.2000e-004 4.9900e-003 1.3800e-003 2.1000e-004 1.5900e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Unmitigated Construction Off-Site

62.6183 62.6183 0.0147 0.0000 62.9862

0.0147 0.0000 62.9862
Total 0.0369 0.3367 0.4343 7.3000e-004 0.0142 0.0142 0.0134 0.0134 0.0000 Off-Road 0.0369 0.3367 0.4343 7.3000e-004 0.0142 0.0142 0.0134 0.0134 0.0000 62.6183 62.6183 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2027
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

23.3963 23.3963 3.9000e-004 2.2600e-003 24.0806

2.7900e-003 0.0352

13.6325 13.6325 1.2000e-004 2.0000e-003 14.2314

0.0000 0.0000 0.0000
Vendor 9.1000e0040.0352 0.0106 1.4000e-004 4.7700e-003 2.2000e-004 4.9900e-003 1.3800e-003 2.1000e-004 1.5900e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction Off-Site

62.6182 62.6182 0.0147 0.0000 62.9862

0.0147 0.0000 62.9862
Total 0.0369 0.3367 0.4343 7.3000e-004 0.0142 0.0142 0.0134 0.0134 0.0000 Off-Road 0.0369 0.3367 0.4343 7.3000e-004 0.0142 0.0142 0.0134 0.0134 0.0000 62.6182 62.6182 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.1298 5.1298 9.0000e-005 5.0000e-004 5.2789

6.0000e-005 6.0000e-005 2.1592
Total 1.0900e0038.3100e-003 9.7400e-003 5.0000e-005 3.8600e-003 6.0000e-005 3.9300e-003 1.0500e-003 6.0000e-005 1.1200e-003 0.0000 Worker 8.9000e- 2.0000e-005 2.7900e-003 1.0000e-005 2.8100e-003 7.4000e-004 1.0000e-005 7.6000e-004 0.0000 2.1411 2.1411 004

5.7000e-004 7.4200e-003

2.9887 2.9887 3.0000e-005 4.4000e-004 3.1198

0.0000 0.0000 0.0000
Vendor 2.0000e0047.7400e-003 2.3200e-003 3.0000e-005 1.0700e-003 5.0000e-005 1.1200e-003 3.1000e-004 5.0000e-005 3.6000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4.6300e-003 0.0000 14.8562
Unmitigated Construction Off-Site
Total 7.3800e- 1.7000e-004 3.1700e-003 3.1700e-003 2.9300e-003 2.9300e-003 0.0000 14.7404 14.7404 003

0.0678 0.1096

0.0000 0.0000 0.0000 0.0000 0.0000

4.6300e-003 0.0000 14.8562
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 7.3800e- 1.7000e-004 3.1700e-003 3.1700e-003 2.9300e-003 2.9300e-003 0.0000 14.7404 14.7404 003

0.0678 0.1096
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.4 Paving - 2026
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.1298 5.1298 9.0000e-005 5.0000e-004 5.2789

5.7000e-004 7.4200e-003

2.9887 2.9887 3.0000e-005 4.4000e-004 3.1198

4.6300e-003 0.0000 14.8562
Mitigated Construction Off-Site
Total 7.3800e- 1.7000e-004 3.1700e-003 3.1700e-003 2.9300e-003 2.9300e-003 0.0000 14.7404 14.7404 003

0.0678 0.1096

0.0000 0.0000 0.0000 0.0000 0.0000

4.6300e-003 0.0000 14.8562
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 7.3800e- 1.7000e-004 3.1700e-003 3.1700e-003 2.9300e-003 2.9300e-003 0.0000 14.7404 14.7404 003

0.0678 0.1096
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.6853 5.6853 8.0000e-005 7.5000e-004 5.9108

3.0000e-005 3.0000e-005 1.1317
Total 6.8000e0040.0117 6.5500e-003 6.0000e-005 2.8400e-003 1.1000e-004 2.9500e-003 7.7000e-004 1.1000e-004 8.8000e-004 0.0000 Worker 4.8000e- 1.0000e-005 1.4300e-003 1.0000e-005 1.4400e-003 3.8000e-004 1.0000e-005 3.9000e-004 0.0000 1.1219 1.1219 004

3.2000e-004 4.0400e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0114 2.5100e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

1.3000e-004 0.0000 2.3011
Unmitigated Construction Off-Site
Total 0.1222 0.0103 0.0163 3.0000e-005 4.6000e-004 4.6000e-004 4.6000e-004 4.6000e-004 0.0000 2.2979 2.2979

2.2979 2.2979 1.3000e-004 0.0000 2.3011

0.0000 0.0000 0.0000
Off-Road 1.5400e0030.0103 0.0163 3.0000e-005 4.6000e-004 4.6000e-004 4.6000e-004 4.6000e-004 0.0000 Archit. Coating 0.1207 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.5 Architectural Coating - 2027
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.6853 5.6853 8.0000e-005 7.5000e-004 5.9108

3.2000e-004 4.0400e-003

0.0000 0.0000 0.0000 0.0000 0.0000

1.3000e-004 0.0000 2.3011
Mitigated Construction Off-Site
Total 0.1222 0.0103 0.0163 3.0000e-005 4.6000e-004 4.6000e-004 4.6000e-004 4.6000e-004 0.0000 2.2979 2.2979

2.2979 2.2979 1.3000e-004 0.0000 2.3011

0.1647 0.1647 0.0000 0.0000 0.1661

0.0000 0.0000 0.1661
Total 7.0000e0054.0000e-005 5.7000e-004 0.0000 2.1000e-004 0.0000 2.2000e-004 6.0000e-005 0.0000 6.0000e-005 0.0000 Worker 7.0000e- 0.0000 2.1000e-004 0.0000 2.2000e-004 6.0000e-005 0.0000 6.0000e-005 0.0000 0.1647 0.1647 005

4.0000e-005 5.7000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0872 0.0594 1,108.4327

4.2 Trip Summary Information
1,108.4327
Unmitigated 0.7826 0.8567 6.2356 0.0114 1.2002 0.0102 1.2104 0.3208 9.5100e-003 0.3303 0.0000 1,088.5440 1,088.5440

0.0000 1,088.5440 1,088.5440 0.0872 0.0594
CO2e
Category tons/yr MT/yr
Mitigated 0.7826 0.8567 6.2356 0.0114 1.2002 0.0102 1.2104 0.3208 9.5100e-003 0.3303 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
ROG NOx CO SO2 Fugitive
PM10

0.1647 0.1647 0.0000 0.0000 0.1661

4.0000e-005 5.7000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy

0.001221 0.00320
Strip Mall 0.528356 0.053553 0.192311 0.140981 0.025845 0.006434 0.010672 0.009485 0.001155 0.000563 0.026223 0.001221 0.00320

0.000000 0.000000 0.000000 0.00000
Quality Restaurant 0.528356 0.053553 0.192311 0.140981 0.025845 0.006434 0.010672 0.009485 0.001155 0.000563 0.026223 Parking Lot 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000 0.000000

0.001221 0.00320
Medical Office Building 0.528356 0.053553 0.192311 0.140981 0.025845 0.006434 0.010672 0.009485 0.001155 0.000563 0.026223 0.001221 0.00320

0.000563 0.026223 0.001221 0.00320
General Office Building 0.528356 0.053553 0.192311 0.140981 0.025845 0.006434 0.010672 0.009485 0.001155 0.000563 0.026223 Fast Food Restaurant w/o Drive 0.025845 0.006434 0.010672 0.009485 0.001155 Thru

0.528356 0.053553 0.192311 0.140981
MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH

4.4 Fleet Mix
Land Use LDA LDT1 LDT2
Strip Mall 9.50 7.30 7.30 16.60 64.40 19.00 45 40 15
Quality Restaurant 9.50 7.30 7.30 12.00 69.00 19.00 38 18 44 Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Medical Office Building 9.50 7.30 7.30 29.60 51.40 19.00 60 30 10 General Office Building 9.50 7.30 7.30 33.00 48.00 19.00 77 19 4 Fast Food Restaurant w/o Drive 79.50 19.00 51 37 12
Thru

9.50 7.30 7.30 1.50
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by

4.3 Trip Type Information
Miles Trip % Trip Purpose %
399,979
Total 1,880.77 2,837.09 1,972.78 3,228,375 3,228,375
Strip Mall 283.65 269.06 130.75 399,979
Quality Restaurant 268.29 288.13 230.30 315,160 315,160 Parking Lot 0.00 0.00 0.00
157,869
Medical Office Building 133.63 32.91 5.45 197,548 197,548 General Office Building 87.27 19.80 6.27 157,869
Annual VMT
Fast Food Restaurant w/o Drive Thru 1,107.94 2,227.20 1600.00 2,157,819 2,157,819 Land Use Weekday Saturday Sunday Annual VMT
Average Daily Trip Rate Unmitigated Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3.3197 3.3197 6.0000e-005 6.0000e0053.3394

1.4000e0047.7919
Medical Office
Building
62208 3.4000e-004 3.0500e-003 2.5600e-003 2.0000e-005 2.3000e-004 2.3000e-004 2.3000e0042.3000e-004 0.0000

5.4000e-004 0.0000 7.7459 7.7459 1.5000e-004

35.3943 6.8000e-004 6.5000e00435.6046
General Office
Building
145152 7.8000e-004 7.1200e-003 5.9800e-003 4.0000e-005 5.4000e-004 5.4000e-004 5.4000e004

2.4700e003Fast Food 0.0273 2.0000e-004 2.4700e-003 2.4700e-003 2.4700e-003 0.0000 35.3943 Restaurant w/o
Drive Thru
663264 3.5800e-003 0.0325
CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5

82.6533 82.6533 1.5800e-003 1.5200e-003 83.1445

1.5800e-003 1.5200e-003 83.1445
NaturalGas
Unmitigated

8.3500e0030.0759 0.0638 4.6000e-004 5.7700e-003 5.7700e-003 5.7700e-003 5.7700e-003 0.0000 NaturalGas 4.6000e-004 5.7700e-003 5.7700e-003 5.7700e-003 5.7700e-003 0.0000 82.6533 82.6533 Mitigated

8.3500e0030.0759 0.0638

45.8474 45.8474 7.4200e-003 9.0000e-004 46.3007

7.4200e-003 9.0000e-004 46.3007
Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000
Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 45.8474 45.8474 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Unmitigated

82.6533 1.5900e-003 1.5100e00383.1444

5.3 Energy by Land Use - Electricity

5.7700e003Total 8.3600e-003 0.0759 0.0638 4.6000e-004 5.7700e-003 5.7700e-003 5.7700e-003 0.0000 82.6533

0.7992 0.7992 2.0000e-005 1.0000e0050.8039

6.5000e00435.6046
Strip Mall 14976 8.0000e-005 7.3000e-004 6.2000e-004 0.0000 6.0000e-005 6.0000e-005 6.0000e0056.0000e-005 0.0000

2.4700e-003 0.0000 35.3943 35.3943 6.8000e-004

0.0000 0.0000 0.0000 0.0000
Quality Restaurant 663264 3.5800e-003 0.0325 0.0273 2.0000e-004 2.4700e-003 2.4700e-003 2.4700e003 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3.3197 3.3197 6.0000e-005 6.0000e0053.3394

1.4000e0047.7919
Medical Office
Building
62208 3.4000e-004 3.0500e-003 2.5600e-003 2.0000e-005 2.3000e-004 2.3000e-004 2.3000e0042.3000e-004 0.0000

5.4000e-004 0.0000 7.7459 7.7459 1.5000e-004

35.3943 6.8000e-004 6.5000e00435.6046
General Office
Building
145152 7.8000e-004 7.1200e-003 5.9800e-003 4.0000e-005 5.4000e-004 5.4000e-004 5.4000e004

82.6533 1.5900e-003 1.5100e0035.7700e- 83.1444
003
Total 8.3600e-003 0.0759 0.0638 4.6000e-004 5.7700e-003 5.7700e-003 5.7700e-003 0.0000 82.6533

0.7992 0.7992 2.0000e-005 1.0000e0050.8039

6.5000e00435.6046
Strip Mall 14976 8.0000e-005 7.3000e-004 6.2000e-004 0.0000 6.0000e-005 6.0000e-005 6.0000e0056.0000e-005 0.0000 Quality Restaurant 663264 3.5800e-003 0.0325 0.0273 2.0000e-004 2.4700e-003 2.4700e-003 2.4700e- 2.4700e-003 0.0000 35.3943 35.3943 6.8000e-004 003
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

1.2000e-004 6.2133
Total 45.8474 7.4200e-003 9.1000e-004 46.3007
Strip Mall 66496 6.1525 1.0000e-003

1.0000e-005 0.3140
Quality Restaurant 102944 9.5248 1.5400e-003 1.9000e-004 9.6190 Parking Lot 3360 0.3109 5.0000e-005

2.8000e-004 14.3749
Medical Office
Building
65932.8 6.1004 9.9000e-004 1.2000e-004 6.1607
General Office
Building
153843 14.2342 2.3000e-003
Land Use kWh/yr t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru
102944 9.5248 1.5400e-003 1.9000e-004 9.6190
Electricity
Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Exhaust CH4 N2O CO2e
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

0.0000 0.0000 1.3100e003

6.2 Area by SubCategory
Unmitigated

1.3100e003
Unmitigated 0.1185 1.0000e-005 6.3000e-004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 1.2300e-003 1.2300e003

0.0000 1.2300e-003 1.2300e0030.0000 0.0000
CO2e
Category tons/yr MT/yr
Mitigated 0.1185 1.0000e-005 6.3000e-004 0.0000 0.0000 0.0000 0.0000 0.0000 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

6.0 Area Detail

6.1 Mitigation Measures Area
ROG NOx CO SO2 Fugitive
PM10

1.2000e-004 6.2133
Total 45.8474 7.4200e-003 9.1000e-004 46.3007
Strip Mall 66496 6.1525 1.0000e-003

1.0000e-005 0.3140
Quality Restaurant 102944 9.5248 1.5400e-003 1.9000e-004 9.6190 Parking Lot 3360 0.3109 5.0000e-005
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

7.0 Water Detail

7.1 Mitigation Measures Water

1.2300e-003 1.2300e0030.0000 0.0000 1.3100e003

0.0000 0.0000 1.3100e003
Total 0.1185 1.0000e-005 6.3000e-004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 1.2300e-003 1.2300e003Landscaping 6.0000e- 0.0000 0.0000 0.0000 005

1.0000e-005 6.3000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.1006 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0178
N2O CO2e
SubCategory tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

1.2300e-003 1.2300e0030.0000 0.0000 1.3100e003

0.0000 0.0000 1.3100e003
Total 0.1185 1.0000e-005 6.3000e-004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 1.2300e-003 1.2300e003Landscaping 6.0000e- 0.0000 0.0000 0.0000 005

1.0000e-005 6.3000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.1006 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0178
SubCategory tons/yr MT/yr
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.7000e-004 0.9800
Total 4.1533 0.1468 3.5200e-003 8.8684
Strip Mall 0.474064 /

0.290555

0.4818 0.0155

0.0000 0.0000
Quality Restaurant 0.971308 /

0.0619984

0.8145 0.0317 7.6000e-004 1.8335
Parking Lot 0 / 0 0.0000 0.0000

1.2500e-003 3.2920
Medical Office
Building

0.481845 /

0.0917801

0.4238 0.0157 3.8000e-004 0.9295
General Office
Building

1.59249 /

0.976045

1.6186 0.0521
Land Use Mgal t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru

0.971308 /

0.0619984

0.8145 0.0317 7.6000e-004 1.8335

8.8684

7.2 Water by Land Use
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Unmitigated 4.1533 0.1468 3.5100e-003
Category t
o
n
MT/yr
Mitigated 4.1533 0.1468 3.5100e-003 8.8684
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year

3.7000e-004 0.9800
Total 4.1533 0.1468 3.5200e-003 8.8684
Strip Mall 0.474064 /

0.290555

0.4818 0.0155

0.0000 0.0000
Quality Restaurant 0.971308 /

0.0619984

0.8145 0.0317 7.6000e-004 1.8335
Parking Lot 0 / 0 0.0000 0.0000

1.2500e-003 3.2920
Medical Office
Building

0.481845 /

0.0917801

0.4238 0.0157 3.8000e-004 0.9295
General Office
Building

1.59249 /

0.976045

1.6186 0.0521
Land Use Mgal t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru

0.971308 /

0.0619984

0.8145 0.0317 7.6000e-004 1.8335
Mitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated

0.0000 3.3795
Total 19.5480 1.1553 0.0000 48.4294
Strip Mall 6.72 1.3641 0.0806

0.0000 0.0000
Quality Restaurant 2.92 0.5927 0.0350 0.0000 1.4685
Parking Lot 0 0.0000 0.0000

0.0000 4.1892
Medical Office
Building

41.47 8.4180 0.4975 0.0000 20.8553
General Office
Building

8.33 1.6909 0.0999
Land Use tons t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru

36.86 7.4823 0.4422 0.0000 18.5370

48.4294

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Unmitigated 19.5480 1.1553 0.0000
t
o
n
MT/yr
Mitigated 19.5480 1.1553 0.0000 48.4294
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied User Defined Equipment
Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Equipment Type Number Hours/Day Hours/Year Horse Power
Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year

0.0000 3.3795
Total 19.5480 1.1553 0.0000 48.4294
Strip Mall 6.72 1.3641 0.0806

0.0000 0.0000
Quality Restaurant 2.92 0.5927 0.0350 0.0000 1.4685
Parking Lot 0 0.0000 0.0000

0.0000 4.1892
Medical Office
Building

41.47 8.4180 0.4975 0.0000 20.8553
General Office
Building

8.33 1.6909 0.0999
Land Use tons t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru

36.86 7.4823 0.4422 0.0000 18.5370
Waste
Disposed
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:14 PM
John Abbott Mixed Use Project - Phase 3 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Equipment Type Number

11.0 Vegetation

3200
3200
0000
3200
3200
3200

Off-road Equipment - Default equipment
Trips and VMT - Based on Phase 4 parcel size, assuming 403 cy of pavement to be added to site (50 trips).

Demolition -
Grading - Earthwork import based on total net fill and allocated based on phase parcel area (401.96 cy of import) N2O Intensity
(lb/MWhr)

0.004

1.3 User Entered Comments & Non-Default Data
Project Characteristics -
Land Use - Phase 4: 14,000 sf of retail total. 4250 fast food w/o drive thru; 2750 quality resturant; 7000 strip mall retail; 21 parking spaces on 1.0 acre Utility Company Pacific Gas and Electric Company
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity
(lb/MWhr)

0.033
Precipitation Freq (Days) 53
Climate Zone 4 Operational Year 2028

1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.8
0 Strip Mall 7.00 1000sqft 0.00 7,000.00 0
Quality Restaurant 2.75 1000sqft 0.00 2,750.00
0 Fast Food Restaurant w/o Drive Thru 4.25 1000sqft 0.00 4,250.00 0 Parking Lot 21.00 Space 1.00 8,400.00
John Abbott Mixed Use Project - Phase 4 Construction
Monterey Bay Unified APCD Air District, Annual

1.0 Project Characteristics

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.1 Overall Construction
Unmitigated Construction
tblTripsAndVMT HaulingTripNumber 0.00 50.00

2.0 Emissions Summary
tblLandUse LotAcreage 0.06 0.00
tblLandUse LotAcreage 0.16 0.00
tblLandUse LotAcreage 0.19 1.00
tblLandUse LotAcreage 0.10 0.00
tblConstructionPhase PhaseStartDate 11/20/2027 3/25/2027 tblGrading MaterialImported 0.00 401.96
tblConstructionPhase PhaseStartDate 7/3/2027 3/25/2027
tblConstructionPhase PhaseStartDate 7/1/2027 3/18/2027
tblConstructionPhase PhaseEndDate 11/26/2027 3/31/2027
tblConstructionPhase PhaseStartDate 11/27/2027 2/11/2028 tblConstructionPhase PhaseEndDate 11/19/2027 2/17/2028
tblConstructionPhase PhaseEndDate 7/2/2027 3/24/2027
tblConstructionPhase NumDays 2.00 5.00
tblConstructionPhase PhaseEndDate 12/3/2027 2/17/2028
tblArchitecturalCoating EF_Parking 150.00 100.00
tblConstructionPhase NumDays 100.00 236.00
tblArchitecturalCoating EF_Nonresidential_Exterior 150.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 150.00 50.00 Vehicle Emission Factors -
Vehicle Emission Factors -
Vehicle Emission Factors -
Table Name Column Name Default Value New Value
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter)

0.00 0.00 0.00 0.00 0.00
Total CO2 CH4 N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0347 1.6700e-003 124.1824
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio-CO2
Maximum 0.0635 0.6154 0.7688 1.3800e-003 0.0246 0.0260 0.0506 9.4900e-003 0.0239 0.0334 0.0000 122.8176 122.8176

19.8615 19.8615 5.5800e-003 2.0000e-004 20.0617

0.0347 1.6700e-003 124.1824
2028 0.0439 0.0995 0.1281 2.2000e-004 1.7100e-003 4.2600e-003 5.9600e-003 4.6000e-004 3.9300e-003 4.3900e-003 0.0000 2027 0.0635 0.6154 0.7688 1.3800e-003 0.0246 0.0260 0.0506 9.4900e-003 0.0239 0.0334 0.0000 122.8176 122.8176 CH4 N2O CO2e
Year tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

0.0347 1.6700e-003 124.1825
Mitigated Construction
Maximum 0.0635 0.6154 0.7688 1.3800e-003 0.0246 0.0260 0.0506 9.4900e-003 0.0239 0.0334 0.0000 122.8177 122.8177

19.8616 19.8616 5.5800e-003 2.0000e-004 20.0618

0.0347 1.6700e-003 124.1825
2028 0.0439 0.0995 0.1281 2.2000e-004 1.7100e-003 4.2600e-003 5.9600e-003 4.6000e-004 3.9300e-003 4.3900e-003 0.0000 2027 0.0635 0.6154 0.7688 1.3800e-003 0.0246 0.0260 0.0506 9.4900e-003 0.0239 0.0334 0.0000 122.8177 122.8177 N2O CO2e
Year tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
1,284.6512 1,297.4297 0.8910 0.0676 1,339.8342

0.0864 2.0600e-003 5.0826
Total 0.9103 0.9685 6.7404 0.0126 1.3284 0.0161 1.3445 0.3550 0.0154 0.3704 12.7785 Water 0.0000 0.0000 0.0000 0.0000 0.8386 1.4702 2.3087

0.0000 11.9399 0.7056 0.0000 29.5807

0.0930 0.0635 1,198.2936
Waste 0.0000 0.0000 0.0000 0.0000 11.9399
Mobile 0.8372 0.8965 6.6795 0.0122 1.3284 0.0107 1.3391 0.3550 9.9600e-003 0.3650 0.0000 1,177.0443 1,177.0443 106.1358 106.1358 6.0000e-003 1.9800e-003 106.8764

0.0000 0.0000 9.3000e004
Energy 7.9100e0030.0719 0.0604 4.3000e-004 5.4700e-003 5.4700e-003 5.4700e-003 5.4700e-003 0.0000

0.0000 0.0000 0.0000 8.7000e-004 8.7000e004Area 0.0652 0.0000 4.5000e-004 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

2.2 Overall Operational
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Highest 0.2061 0.2061
3 1-1-2028 3-31-2028 0.1444 0.1444
2 10-1-2027 12-31-2027 0.2061 0.2061
1 7-1-2027 9-30-2027 0.2056 0.2056
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Acres of Paving: 1
5 5
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 3.75
4 Architectural Coating Architectural Coating 2/11/2028 2/17/2028 5 236
3 Paving Paving 3/25/2027 3/31/2027 5 5
2 Building Construction Building Construction 3/25/2027 2/17/2028 Num Days
Week
Num Days Phase Description
1 Grading Grading 3/18/2027 3/24/2027 5 5
Phase
Number
Phase Name Phase Type Start Date End Date

0.00 0.00 0.00

0.0864 2.0600e-003 5.0826
Total 0.9103 0.9685 6.7404 0.0126 1.3284 0.0161 1.3445 0.3550 0.0154 0.3704 12.7785 Water 0.0000 0.0000 0.0000 0.0000 0.8386 1.4702 2.3087

0.0000 11.9399 0.7056 0.0000 29.5807

0.0000 0.0000 9.3000e004
Energy 7.9100e0030.0719 0.0604 4.3000e-004 5.4700e-003 5.4700e-003 5.4700e-003 5.4700e-003 0.0000

0.0000 0.0000 0.0000 8.7000e-004 8.7000e004Area 0.0652 0.0000 4.5000e-004 0.0000 0.0000 0.0000 Category tons/yr MT/yr
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied HHDT

3.1 Mitigation Measures Construction

3.2 Grading - 2027
Unmitigated Construction On-Site
Architectural Coating 1 2.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT
Paving 7 18.00 0.00 50.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 5 9.00 4.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix Hauling
Vehicle Class
Grading 3 8.00 0.00 50.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT

0.38 Paving Tractors/Loaders/Backhoes 1 7.00 97 0.37
Paving Rollers 1 7.00 80

0.56 Paving Pavers 1 7.00 130 0.42
Paving Cement and Mortar Mixers 4 6.00 9

0.20 Building Construction Tractors/Loaders/Backhoes 2 8.00 97 0.37 Building Construction Forklifts 2 6.00 89

0.37 Building Construction Cranes 1 4.00 231 0.29
Grading Tractors/Loaders/Backhoes 1 7.00 97

0.41 Grading Rubber Tired Dozers 1 6.00 247 0.40
Grading Graders 1 6.00 187
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 21,000; Non-Residential Outdoor: 7,000; Striped Parking Area: 504 (Architectural Coating – sqft)
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction On-Site

1.4615 1.4615 2.0000e-005 2.1000e-004 1.5259

0.0000 0.0000 0.1230
Total 1.1000e0043.3800e-003 1.1700e-003 1.0000e-005 5.9000e-004 3.0000e-005 6.2000e-004 1.6000e-004 3.0000e-005 1.9000e-004 0.0000 Worker 5.0000e- 0.0000 1.6000e-004 0.0000 1.6000e-004 4.0000e-005 0.0000 4.0000e-005 0.0000 0.1220 0.1220 005

3.0000e-005 4.2000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

2.0000e-005 2.1000e-004 1.4028
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 6.0000e- 1.0000e-005 4.3000e-004 3.0000e-005 4.6000e-004 1.2000e-004 3.0000e-005 1.5000e-004 0.0000 1.3395 1.3395 005

3.3500e-003 7.5000e-004
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

3.0951 3.0951 1.0000e-003 0.0000 3.1201

1.0000e-003 0.0000 3.1201
Total 2.0900e0030.0218 0.0135 4.0000e-005 0.0133 8.7000e-004 0.0142 6.4300e-003 8.0000e-004 7.2300e-003 0.0000

0.0000
Off-Road 2.0900e0030.0218 0.0135 4.0000e-005 8.7000e-004 8.7000e-004 8.0000e-004 8.0000e-004 0.0000 3.0951 3.0951

0.0000 0.0000 0.0000 0.0000 0.0000
CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0133 0.0000 0.0133 6.4300e-003 0.0000 6.4300e-003 ROG NOx CO SO2 Fugitive Bio- CO2 NBio- CO2 Total CO2 CH4 N2O PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.3 Building Construction - 2027
Unmitigated Construction On-Site

1.4615 1.4615 2.0000e-005 2.1000e-004 1.5259

3.0000e-005 4.2000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

3.3500e-003 7.5000e-004
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.0000e-003 0.0000 3.1201
Mitigated Construction Off-Site
Total 2.0900e- 4.0000e-005 0.0133 8.7000e-004 0.0142 6.4300e-003 8.0000e-004 7.2300e-003 0.0000 3.0951 3.0951 003

0.0218 0.0135

3.0951 3.0951 1.0000e-003 0.0000 3.1201

0.0000 0.0000 0.0000
Off-Road 2.0900e0030.0218 0.0135 4.0000e-005 8.7000e-004 8.7000e-004 8.0000e-004 8.0000e-004 0.0000 Fugitive Dust 0.0133 0.0000 0.0133 6.4300e-003 0.0000 6.4300e-003 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction On-Site

12.9982 12.9982 2.0000e-004 1.2300e-003 13.3719

1.4000e-004 1.4000e-004 5.5917
Total 2.7900e0030.0208 0.0250 1.4000e-004 9.9000e-003 1.6000e-004 0.0101 2.6900e-003 1.5000e-004 2.8500e-003 0.0000 Worker 2.3000e- 6.0000e-005 7.2300e-003 4.0000e-005 7.2700e-003 1.9200e-003 3.0000e-005 1.9600e-003 0.0000 5.5450 5.5450 003

1.4700e-003 0.0192

7.4532 7.4532 6.0000e-005 1.0900e-003 7.7802

0.0000 0.0000 0.0000
Vendor 4.9000e0040.0193 5.7800e-003 8.0000e-005 2.6700e-003 1.2000e-004 2.7900e-003 7.7000e-004 1.2000e-004 8.9000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
101.2987 101.2987 0.0328 0.0000 102.1177

0.0328 0.0000 102.1177
Total 0.0557 0.5537 0.7099 1.1500e-003 0.0244 0.0244 0.0224 0.0224 0.0000 Off-Road 0.0557 0.5537 0.7099 1.1500e-003 0.0244 0.0244 0.0224 0.0224 0.0000 101.2987 101.2987 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e

3.3 Building Construction - 2028
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

12.9982 12.9982 2.0000e-004 1.2300e-003 13.3719

1.4700e-003 0.0192

7.4532 7.4532 6.0000e-005 1.0900e-003 7.7802

0.0000 0.0000 0.0000
Vendor 4.9000e0040.0193 5.7800e-003 8.0000e-005 2.6700e-003 1.2000e-004 2.7900e-003 7.7000e-004 1.2000e-004 8.9000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
101.2986 101.2986 0.0328 0.0000 102.1176

0.0328 0.0000 102.1176
Total 0.0557 0.5537 0.7099 1.1500e-003 0.0244 0.0244 0.0224 0.0224 0.0000 Off-Road 0.0557 0.5537 0.7099 1.1500e-003 0.0244 0.0244 0.0224 0.0224 0.0000 101.2986 101.2986 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

2.1431 2.1431 3.0000e-005 2.0000e-004 2.2043

2.0000e-005 2.0000e-005 0.9224
Total 4.5000e0043.4300e-003 4.0300e-003 2.0000e-005 1.6700e-003 3.0000e-005 1.6900e-003 4.5000e-004 3.0000e-005 4.8000e-004 0.0000 Worker 3.7000e- 1.0000e-005 1.2200e-003 1.0000e-005 1.2200e-003 3.2000e-004 1.0000e-005 3.3000e-004 0.0000 0.9149 0.9149 004

2.3000e-004 3.0700e-003

1.2281 1.2281 1.0000e-005 1.8000e-004 1.2819

0.0000 0.0000 0.0000
Vendor 8.0000e0053.2000e-003 9.6000e-004 1.0000e-005 4.5000e-004 2.0000e-005 4.7000e-004 1.3000e-004 2.0000e-005 1.5000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

17.0503 17.0503 5.5100e-003 0.0000 17.1881

5.5100e-003 0.0000 17.1881
Total 9.3700e0030.0932 0.1195 1.9000e-004 4.1000e-003 4.1000e-003 3.7700e-003 3.7700e-003 0.0000 Off-Road 9.3700e- 1.9000e-004 4.1000e-003 4.1000e-003 3.7700e-003 3.7700e-003 0.0000 17.0503 17.0503 003

0.0932 0.1195
Category tons/yr MT/yr
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Off-Road 1.4100e- 3.0000e-005 5.5000e-004 5.5000e-004 5.1000e-004 5.1000e-004 0.0000 2.3502 2.3502 6.8000e-004 0.0000 2.3673 003

0.0123 0.0176
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.4 Paving - 2027
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

2.1431 2.1431 3.0000e-005 2.0000e-004 2.2043

2.3000e-004 3.0700e-003

1.2281 1.2281 1.0000e-005 1.8000e-004 1.2819

0.0000 0.0000 0.0000
Vendor 8.0000e0053.2000e-003 9.6000e-004 1.0000e-005 4.5000e-004 2.0000e-005 4.7000e-004 1.3000e-004 2.0000e-005 1.5000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

17.0503 17.0503 5.5100e-003 0.0000 17.1881

0.0932 0.1195
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Off-Road 1.4100e- 3.0000e-005 5.5000e-004 5.5000e-004 5.1000e-004 5.1000e-004 0.0000 2.3502 2.3502 6.8000e-004 0.0000 2.3673 003

0.0123 0.0176
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

1.6140 1.6140 3.0000e-005 2.2000e-004 1.6796

1.0000e-005 1.0000e-005 0.2768
Total 1.7000e0043.4200e-003 1.7000e-003 1.0000e-005 7.9000e-004 3.0000e-005 8.2000e-004 2.2000e-004 3.0000e-005 2.5000e-004 0.0000 Worker 1.1000e- 0.0000 3.6000e-004 0.0000 3.6000e-004 1.0000e-004 0.0000 1.0000e-004 0.0000 0.2745 0.2745 004

7.0000e-005 9.5000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

3.3500e-003 7.5000e-004
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

6.8000e-004 0.0000 2.3673
Unmitigated Construction Off-Site
Total 2.7200e- 3.0000e-005 5.5000e-004 5.5000e-004 5.1000e-004 5.1000e-004 0.0000 2.3502 2.3502 003

0.0123 0.0176
Paving 1.3100e- 0.0000 0.0000 0.0000 0.0000 0.0000
003

0.0000 0.0000 0.0000 0.0000 0.0000
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Archit. Coating 0.0336 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.5 Architectural Coating - 2028
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

1.6140 1.6140 3.0000e-005 2.2000e-004 1.6796

7.0000e-005 9.5000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

3.3500e-003 7.5000e-004
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

6.8000e-004 0.0000 2.3673
Mitigated Construction Off-Site
Total 2.7200e- 3.0000e-005 5.5000e-004 5.5000e-004 5.1000e-004 5.1000e-004 0.0000 2.3502 2.3502 003

0.0123 0.0176
Paving 1.3100e- 0.0000 0.0000 0.0000 0.0000 0.0000
003

0.0299 0.0299 0.0000 0.0000 0.0301

0.0000 0.0000 0.0301
Total 1.0000e0051.0000e-005 1.0000e-004 0.0000 4.0000e-005 0.0000 4.0000e-005 1.0000e-005 0.0000 1.0000e-005 0.0000 Worker 1.0000e- 0.0000 4.0000e-005 0.0000 4.0000e-005 1.0000e-005 0.0000 1.0000e-005 0.0000 0.0299 0.0299 005

1.0000e-005 1.0000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

3.0000e-005 0.0000 0.6392
Unmitigated Construction Off-Site
Total 0.0340 2.8600e-003 4.5200e-003 1.0000e-005 1.3000e-004 1.3000e-004 1.3000e-004 1.3000e-004 0.0000 0.6383 0.6383 Off-Road 4.3000e- 0.6383 0.6383 3.0000e-005 0.0000 0.6392 004

2.8600e-003 4.5200e-003 1.0000e-005 1.3000e-004 1.3000e-004 1.3000e-004 1.3000e-004 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

0.0299 0.0299 0.0000 0.0000 0.0301

1.0000e-005 1.0000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

3.0000e-005 0.0000 0.6392
Mitigated Construction Off-Site
Total 0.0340 2.8600e-003 4.5200e-003 1.0000e-005 1.3000e-004 1.3000e-004 1.3000e-004 1.3000e-004 0.0000 0.6383 0.6383 Off-Road 4.3000e- 0.6383 0.6383 3.0000e-005 0.0000 0.6392 004

0.001193 0.00304
Quality Restaurant 0.533039 0.053900 0.191769 0.138335 0.024899 0.006270 0.010605 0.009380 0.001135 0.000556 0.025872 0.001193 0.00304

0.000556 0.025872 0.001193 0.00304
Parking Lot 0.533039 0.053900 0.191769 0.138335 0.024899 0.006270 0.010605 0.009380 0.001135 0.000556 0.025872 Fast Food Restaurant w/o Drive 0.024899 0.006270 0.010605 0.009380 0.001135 Thru

0.533039 0.053900 0.191769 0.138335
MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH

9.50 7.30 7.30 1.50
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by

4.3 Trip Type Information
Miles Trip % Trip Purpose %
437,477
Total 2,012.28 3,499.89 2,465.93 3,574,171 3,574,171
Strip Mall 310.24 294.28 143.01 437,477
Quality Restaurant 230.56 247.61 197.92 270,840 270,840 Parking Lot 0.00 0.00 0.00
Annual VMT
Fast Food Restaurant w/o Drive Thru 1,471.48 2,958.00 2125.00 2,865,853 2,865,853 Land Use Weekday Saturday Sunday Annual VMT

0.0930 0.0635 1,198.2936

4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
1,198.2936
Unmitigated 0.8372 0.8965 6.6795 0.0122 1.3284 0.0107 1.3391 0.3550 9.9600e-003 0.3650 0.0000 1,177.0443 1,177.0443

0.0000 1,177.0443 1,177.0443 0.0930 0.0635
CO2e
Category tons/yr MT/yr
Mitigated 0.8372 0.8965 6.6795 0.0122 1.3284 0.0107 1.3391 0.3550 9.9600e-003 0.3650 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2 Fugitive PM2.5 Total
PM10
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

47.0081 9.0000e-004 8.6000e0043.2800e- 47.2874
003
Fast Food 0.0363 2.6000e-004 3.2800e-003 3.2800e-003 3.2800e-003 0.0000 47.0081 Restaurant w/o
Drive Thru
880897 4.7500e-003 0.0432
CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5

78.2991 78.2991 1.5000e-003 1.4400e-003 78.7644

1.5000e-003 1.4400e-003 78.7644
NaturalGas
Unmitigated

7.9100e0030.0719 0.0604 4.3000e-004 5.4700e-003 5.4700e-003 5.4700e-003 5.4700e-003 0.0000 NaturalGas 4.3000e-004 5.4700e-003 5.4700e-003 5.4700e-003 5.4700e-003 0.0000 78.2991 78.2991 Mitigated

7.9100e0030.0719 0.0604

27.8367 27.8367 4.5000e-003 5.5000e-004 28.1120

4.5000e-003 5.5000e-004 28.1120
Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000
Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 27.8367 27.8367 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Historical Energy Use: N

5.1 Mitigation Measures Energy
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.0 Energy Detail
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

1.4400e00378.7644

5.3 Energy by Land Use - Electricity
Unmitigated

5.4600e-003 0.0000 78.2991 78.2991 1.5000e-003

0.8741 2.0000e-005 2.0000e0050.8793
Total 7.9100e-003 0.0719 0.0604 4.3000e-004 5.4600e-003 5.4600e-003 5.4600e003

6.0000e005Strip Mall 16380 9.0000e-005 8.0000e-004 6.7000e-004 0.0000 6.0000e-005 6.0000e-005 6.0000e-005 0.0000 0.8741

30.4170 30.4170 5.8000e-004 5.6000e00430.5977

0.0000 0.0000
Quality Restaurant 569993 3.0700e-003 0.0279 0.0235 1.7000e-004 2.1200e-003 2.1200e-003 2.1200e0032.1200e-003 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000

47.0081 9.0000e-004 8.6000e00447.2874
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3.2800e003Fast Food 0.0363 2.6000e-004 3.2800e-003 3.2800e-003 3.2800e-003 0.0000 47.0081 Restaurant w/o
Drive Thru
880897 4.7500e-003 0.0432
N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

1.4400e00378.7644
Mitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

5.4600e-003 0.0000 78.2991 78.2991 1.5000e-003

0.8741 2.0000e-005 2.0000e0050.8793
Total 7.9100e-003 0.0719 0.0604 4.3000e-004 5.4600e-003 5.4600e-003 5.4600e003

6.0000e005Strip Mall 16380 9.0000e-005 8.0000e-004 6.7000e-004 0.0000 6.0000e-005 6.0000e-005 6.0000e-005 0.0000 0.8741

30.4170 30.4170 5.8000e-004 5.6000e00430.5977

0.0000 0.0000
Quality Restaurant 569993 3.0700e-003 0.0279 0.0235 1.7000e-004 2.1200e-003 2.1200e-003 2.1200e0032.1200e-003 0.0000 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

1.3000e-004 6.7958
Total 27.8367 4.5000e-003 5.5000e-004 28.1120
Strip Mall 72730 6.7293 1.0900e-003

1.0000e-005 0.2747
Quality Restaurant 88467.5 8.1854 1.3200e-003 1.6000e-004 8.2663 Parking Lot 2940 0.2720 4.0000e-005
Land Use kWh/yr t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru
136723 12.6501 2.0500e-003 2.5000e-004 12.7752
Electricity
Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

8.7000e-004 8.7000e0040.0000 0.0000 9.3000e004

0.0000 0.0000 9.3000e004
Total 0.0652 0.0000 4.5000e-004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 8.7000e-004 8.7000e004Landscaping 4.0000e- 0.0000 0.0000 0.0000 005

0.0000 4.5000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.0552 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

9.9100e003
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

0.0000 0.0000 9.3000e004

6.2 Area by SubCategory
Unmitigated

9.3000e004
Unmitigated 0.0652 0.0000 4.5000e-004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 8.7000e-004 8.7000e004

0.0000 8.7000e-004 8.7000e0040.0000 0.0000
CO2e
Category tons/yr MT/yr
Mitigated 0.0652 0.0000 4.5000e-004 0.0000 0.0000 0.0000 0.0000 0.0000 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

6.0 Area Detail

6.1 Mitigation Measures Area
ROG NOx CO SO2 Fugitive
PM10
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Category t
o
n
MT/yr
Mitigated 2.3087 0.0864 2.0600e-003 5.0826

7.0 Water Detail

7.1 Mitigation Measures Water
Total CO2 CH4 N2O CO2e

8.7000e-004 8.7000e0040.0000 0.0000 9.3000e004

0.0000 0.0000 9.3000e004
Total 0.0652 0.0000 4.5000e-004 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 8.7000e-004 8.7000e004Landscaping 4.0000e- 0.0000 0.0000 0.0000 005

0.0000 4.5000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.0552 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

9.9100e003
N2O CO2e
SubCategory tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Land Use Mgal t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru

1.29002 /

0.0823416

1.0818 0.0421 1.0100e-003 2.4351
Mitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e

4.1000e-004 1.0719
Total 2.3087 0.0864 2.0700e-003 5.0826
Strip Mall 0.518508 /

0.317795

0.5270 0.0170

0.0000 0.0000
Quality Restaurant 0.834718 /

0.0532798

0.7000 0.0273 6.5000e-004 1.5756
Parking Lot 0 / 0 0.0000 0.0000
Land Use Mgal t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru

1.29002 /

0.0823416

1.0818 0.0421 1.0100e-003 2.4351

5.0826

7.2 Water by Land Use
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Unmitigated 2.3087 0.0864 2.0600e-003
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

29.5807

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Unmitigated 11.9399 0.7056 0.0000
t
o
n
MT/yr
Mitigated 11.9399 0.7056 0.0000 29.5807

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year
Total CO2 CH4 N2O CO2e

4.1000e-004 1.0719
Total 2.3087 0.0864 2.0700e-003 5.0826
Strip Mall 0.518508 /

0.317795

0.5270 0.0170

0.0000 0.0000
Quality Restaurant 0.834718 /

0.0532798

0.7000 0.0273 6.5000e-004 1.5756
Parking Lot 0 / 0 0.0000 0.0000
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

9.0 Operational Offroad

0.0000 3.6963
Total 11.9399 0.7056 0.0000 29.5807
Strip Mall 7.35 1.4920 0.0882

0.0000 0.0000
Quality Restaurant 2.51 0.5095 0.0301 0.0000 1.2623
Parking Lot 0 0.0000 0.0000
Land Use tons t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru

48.96 9.9384 0.5873 0.0000 24.6221
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e

0.0000 3.6963
Total 11.9399 0.7056 0.0000 29.5807
Strip Mall 7.35 1.4920 0.0882

0.0000 0.0000
Quality Restaurant 2.51 0.5095 0.0301 0.0000 1.2623
Parking Lot 0 0.0000 0.0000
Land Use tons t
o
n
MT/yr
Fast Food
Restaurant w/o
Drive Thru

48.96 9.9384 0.5873 0.0000 24.6221
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 2:26 PM
John Abbott Mixed Use Project - Phase 4 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied User Defined Equipment
Equipment Type Number

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Days/Year

3048
3048
3048
3048

Off-road Equipment - Default equipment
Trips and VMT - Based on Phase 5 parcel size, assuming 524 cy of pavement to be added to site (66 trips).

Demolition -
Grading - Earthwork import based on total net fill and allocated based on phase parcel area (522.55 cy of import)

0.004

1.3 User Entered Comments & Non-Default Data
Project Characteristics -
Land Use - Phase 5: 16,200 sf of retail. 8,100 sf of strip mall; 4,240 sf of fast food resturant w/o drive thru; 3,860 sf of quality resturant; 49 parking spaces on 1.3 acres Construction Phase - Scaled the default construction schedule to match the proposed applicant schedule. Assuming demolition would occur all in Phase 1 CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity
(lb/MWhr)

0.033 N2O Intensity
(lb/MWhr)
Climate Zone 4 Operational Year 2029
Utility Company Pacific Gas and Electric Company
77 1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.8 Precipitation Freq (Days) 53 Apartments Mid Rise 27.00 Dwelling Unit 0.00 29,400.00
0 Strip Mall 8.10 1000sqft 0.00 8,100.00 0
Quality Restaurant 3.86 1000sqft 0.00 3,860.00
0 Fast Food Restaurant w/o Drive Thru 4.24 1000sqft 0.00 4,240.00 0 Parking Lot 49.00 Space 1.30 19,600.00
John Abbott Mixed Use Project - Phase 5 Construction
Monterey Bay Unified APCD Air District, Annual

1.0 Project Characteristics

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied tblTripsAndVMT HaulingTripNumber 65.00 66.00
tblTripsAndVMT HaulingTripNumber 0.00 66.00
tblLandUse LotAcreage 0.19 0.00
tblLandUse LotAcreage 0.71 0.00
tblLandUse LotAcreage 0.10 0.00
tblLandUse LotAcreage 0.09 0.00
tblLandUse LandUseSquareFeet 27,000.00 29,400.00
tblLandUse LotAcreage 0.44 1.30
tblGrading AcresOfGrading 5.00 4.00
tblGrading MaterialImported 0.00 522.55
tblConstructionPhase PhaseStartDate 7/18/2028 2/18/2028 tblConstructionPhase PhaseStartDate 4/28/2029 2/25/2028 tblConstructionPhase PhaseStartDate 5/12/2029 1/6/2029
tblConstructionPhase PhaseStartDate 7/22/2028 2/25/2028 tblConstructionPhase PhaseEndDate 7/21/2028 2/24/2028
tblConstructionPhase PhaseEndDate 5/11/2029 3/9/2028
tblConstructionPhase PhaseEndDate 5/25/2029 1/19/2029
tblConstructionPhase PhaseEndDate 4/27/2029 1/19/2029
tblConstructionPhase NumDays 200.00 236.00
tblConstructionPhase NumDays 4.00 5.00
tblArchitecturalCoating EF_Residential_Exterior 100.00 50.00 tblArchitecturalCoating EF_Residential_Interior 100.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 150.00 50.00 tblArchitecturalCoating EF_Parking 150.00 100.00
Table Name Column Name Default Value New Value
tblArchitecturalCoating EF_Nonresidential_Exterior 150.00 50.00 Architectural Coating - MBARD Rule 426 arch coatings 50 g/l for arch coating and 100 g/l for traffic markings. https://www.mbard.org/files/b17c2b4e2/Final+Rule+426+%28Clean+Version%29.pdf CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Maximum 0.1645 1.2694 1.5328 3.0200e-003 0.0555 0.0464 0.1019 0.0189 0.0446 0.0635 0.0000 255.5290 255.5290 0.0369 3.7500e-003 257.5681

17.7954 17.7954 2.3400e-003 2.2000e-004 17.9184

0.0369 3.7500e-003 257.5681
2029 0.1438 0.0873 0.1088 2.1000e-004 2.7500e-003 3.2300e-003 5.9800e-003 7.4000e-004 3.1300e-003 3.8700e-003 0.0000 2028 0.1645 1.2694 1.5328 3.0200e-003 0.0555 0.0464 0.1019 0.0189 0.0446 0.0635 0.0000 255.5290 255.5290 CH4 N2O CO2e
Year tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

0.0369 3.7500e-003 257.5683
Mitigated Construction
Maximum 0.1645 1.2694 1.5328 3.0200e-003 0.0555 0.0464 0.1019 0.0189 0.0446 0.0635 0.0000 255.5292 255.5292

17.7954 17.7954 2.3400e-003 2.2000e-004 17.9184

0.0369 3.7500e-003 257.5683
2029 0.1438 0.0873 0.1088 2.1000e-004 2.7500e-003 3.2300e-003 5.9800e-003 7.4000e-004 3.1300e-003 3.8700e-003 0.0000 2028 0.1645 1.2694 1.5328 3.0200e-003 0.0555 0.0464 0.1019 0.0189 0.0446 0.0635 0.0000 255.5292 255.5292 N2O CO2e
Year tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

2.0 Emissions Summary

2.1 Overall Construction
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Operational
1,481.0290 1,497.4346 1.1474 0.0766 1,548.9440

0.1575 3.7600e-003 9.5279
Total 1.1369 1.0675 7.7345 0.0143 1.5412 0.0203 1.5615 0.4118 0.0196 0.4314 16.4057 Water 0.0000 0.0000 0.0000 0.0000 1.5285 2.9410 4.4695

0.0000 14.8772 0.8792 0.0000 36.8577

0.1015 0.0701 1,356.1940
Waste 0.0000 0.0000 0.0000 0.0000 14.8772
Mobile 0.9086 0.9706 7.3811 0.0137 1.5412 0.0116 1.5528 0.4118 0.0108 0.4227 0.0000 1,332.7618 1,332.7618 144.8697 144.8697 8.7900e-003 2.7100e-003 145.8970

2.2 Overall Operational
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Highest 0.4842 0.4842
3 1-14-2029 4-13-2029 0.0859 0.0859
2 10-14-2028 1-13-2029 0.4842 0.4842
1 7-14-2028 10-13-2028 0.4038 0.4038
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter)

0.00 0.00 0.00 0.00 0.00
Total CO2 CH4 N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio-CO2
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5 10
Acres of Grading (Site Preparation Phase): 0
4 Architectural Coating Architectural Coating 1/6/2029 1/19/2029 5 236
3 Paving Paving 2/25/2028 3/9/2028 5 10
2 Building Construction Building Construction 2/25/2028 1/19/2029 Num Days
Week
Num Days Phase Description
1 Grading Grading 2/18/2028 2/24/2028 5 5
Phase
Number
Phase Name Phase Type Start Date End Date

0.00 0.00 0.00

0.1575 3.7600e-003 9.5279
Total 1.1369 1.0675 7.7345 0.0143 1.5412 0.0203 1.5615 0.4118 0.0196 0.4314 16.4057 Water 0.0000 0.0000 0.0000 0.0000 1.5285 2.9410 4.4695

0.0000 14.8772 0.8792 0.0000 36.8577

4.4000e-004 0.0000 0.4674
Energy 0.0104 0.0937 0.0744 5.7000e-004 7.1700e-003 7.1700e-003 7.1700e-003 7.1700e-003 0.0000 Area 0.2179 3.2100e-003 0.2790 1.0000e-005 1.5500e-003 1.5500e-003 1.5500e-003 1.5500e-003 0.0000 0.4565 0.4565 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied HHDT
Paving 5 13.00 0.00 66.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 7 34.00 9.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix Vendor Vehicle
Class
Hauling
Vehicle Class
Grading 4 10.00 0.00 66.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Trips and VMT
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number

0.37 Architectural Coating Air Compressors 1 6.00 78 0.48 Paving Tractors/Loaders/Backhoes 1 8.00 97

0.36 Paving Rollers 1 7.00 80 0.38
Paving Paving Equipment 1 8.00 132

0.56 Paving Pavers 1 6.00 130 0.42
Paving Cement and Mortar Mixers 1 6.00 9

0.37 Building Construction Welders 3 8.00 46 0.45
Building Construction Tractors/Loaders/Backhoes 1 6.00 97

0.20 Building Construction Generator Sets 1 8.00 84 0.74 Building Construction Forklifts 1 6.00 89

0.37 Building Construction Cranes 1 6.00 231 0.29
Grading Tractors/Loaders/Backhoes 2 7.00 97

0.41 Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Graders 1 8.00 187
Acres of Paving: 1.3
Residential Indoor: 59,535; Residential Outdoor: 19,845; Non-Residential Indoor: 24,300; Non-Residential Outdoor: 8,100; Striped Parking Area: 1,176 (Architectural Coating – sqft)
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Acres of Grading (Grading Phase): 4
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Worker 6.0000e- 0.0000 2.0000e-004 0.0000 2.0000e-004 5.0000e-005 0.0000 5.0000e-005 0.0000 0.1495 0.1495 0.0000 0.0000 0.1507 005

4.0000e-005 5.0000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

2.0000e-005 2.7000e-004 1.8045
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 8.0000e- 2.0000e-005 5.6000e-004 4.0000e-005 6.0000e-004 1.5000e-004 4.0000e-005 1.9000e-004 0.0000 1.7231 1.7231 005

4.3300e-003 9.9000e-004
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

4.5264 4.5264 1.4600e-003 0.0000 4.5630

1.4600e-003 0.0000 4.5630
Total 2.9800e0030.0311 0.0212 5.0000e-005 0.0172 1.2400e-003 0.0185 8.5100e-003 1.1400e-003 9.6500e-003 0.0000

0.0000
Off-Road 2.9800e0030.0311 0.0212 5.0000e-005 1.2400e-003 1.2400e-003 1.1400e-003 1.1400e-003 0.0000 4.5264 4.5264

0.0000 0.0000 0.0000 0.0000 0.0000
CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0172 0.0000 0.0172 8.5100e-003 0.0000 8.5100e-003 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
HHDT

3.1 Mitigation Measures Construction

3.2 Grading - 2028
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Architectural Coating 1 7.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Worker 6.0000e- 0.0000 2.0000e-004 0.0000 2.0000e-004 5.0000e-005 0.0000 5.0000e-005 0.0000 0.1495 0.1495 0.0000 0.0000 0.1507 005

4.0000e-005 5.0000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

4.3300e-003 9.9000e-004
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.4600e-003 0.0000 4.5630
Mitigated Construction Off-Site
Total 2.9800e- 5.0000e-005 0.0172 1.2400e-003 0.0185 8.5100e-003 1.1400e-003 9.6500e-003 0.0000 4.5264 4.5264 003

0.0311 0.0212

4.5264 4.5264 1.4600e-003 0.0000 4.5630

0.0000 0.0000 0.0000
Off-Road 2.9800e0030.0311 0.0212 5.0000e-005 1.2400e-003 1.2400e-003 1.1400e-003 1.1400e-003 0.0000 Fugitive Dust 0.0172 0.0000 0.0172 8.5100e-003 0.0000 8.5100e-003 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 1.4000e- 1.8726 1.8726 2.0000e-005 2.7000e-004 1.9552 004

4.3700e-003 1.4900e-003 2.0000e-005 7.6000e-004 4.0000e-005 8.0000e-004 2.0000e-004 4.0000e-005 2.4000e-004 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

40.4281 40.4281 7.0000e-004 3.2000e-003 41.3975

5.5000e-004 5.7000e-004 22.6493
Total 0.0102 0.0523 0.0893 4.2000e-004 0.0365 4.4000e-004 0.0369 9.8500e-003 4.1000e-004 0.0103 0.0000 Worker 9.0000e- 2.3000e-004 0.0299 1.5000e-004 0.0300 7.9500e-003 1.3000e-004 8.0800e-003 0.0000 22.4668 22.4668 003

5.5500e-003 0.0753

17.9614 17.9614 1.5000e-004 2.6300e-003 18.7481

0.0000 0.0000 0.0000
Vendor 1.1800e0030.0467 0.0140 1.9000e-004 6.5600e-003 2.9000e-004 6.8600e-003 1.9000e-003 2.8000e-004 2.1800e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
200.7036 200.7036 0.0328 0.0000 201.5228

0.0328 0.0000 201.5228
Total 0.1464 1.1506 1.3746 2.4400e-003 0.0434 0.0434 0.0418 0.0418 0.0000 Off-Road 0.1464 1.1506 1.3746 2.4400e-003 0.0434 0.0434 0.0418 0.0418 0.0000 200.7036 200.7036 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2028
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 1.4000e- 1.8726 1.8726 2.0000e-005 2.7000e-004 1.9552 004

40.4281 40.4281 7.0000e-004 3.2000e-003 41.3975

5.5500e-003 0.0753

17.9614 17.9614 1.5000e-004 2.6300e-003 18.7481

0.0000 0.0000 0.0000
Vendor 1.1800e0030.0467 0.0140 1.9000e-004 6.5600e-003 2.9000e-004 6.8600e-003 1.9000e-003 2.8000e-004 2.1800e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
200.7034 200.7034 0.0328 0.0000 201.5226

0.0328 0.0000 201.5226
Total 0.1464 1.1506 1.3746 2.4400e-003 0.0434 0.0434 0.0418 0.0418 0.0000 Off-Road 0.1464 1.1506 1.3746 2.4400e-003 0.0434 0.0434 0.0418 0.0418 0.0000 200.7034 200.7034 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction On-Site

2.6909 2.6909 4.0000e-005 2.1000e-004 2.7549

3.0000e-005 4.0000e-005 1.5087
Total 6.6000e0043.4700e-003 5.8000e-003 3.0000e-005 2.4800e-003 3.0000e-005 2.5100e-003 6.7000e-004 3.0000e-005 7.0000e-004 0.0000 Worker 5.8000e- 2.0000e-005 2.0300e-003 1.0000e-005 2.0400e-003 5.4000e-004 1.0000e-005 5.5000e-004 0.0000 1.4970 1.4970 004

3.5000e-004 4.8600e-003

1.1940 1.1940 1.0000e-005 1.7000e-004 1.2462

0.0000 0.0000 0.0000
Vendor 8.0000e0053.1200e-003 9.4000e-004 1.0000e-005 4.5000e-004 2.0000e-005 4.7000e-004 1.3000e-004 2.0000e-005 1.5000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

13.6224 13.6224 2.2200e-003 0.0000 13.6780

2.2200e-003 0.0000 13.6780
Total 9.9300e0030.0781 0.0933 1.7000e-004 2.9400e-003 2.9400e-003 2.8400e-003 2.8400e-003 0.0000 Off-Road 9.9300e- 1.7000e-004 2.9400e-003 2.9400e-003 2.8400e-003 2.8400e-003 0.0000 13.6224 13.6224 003

0.0781 0.0933
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2029
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Paving - 2028
Unmitigated Construction On-Site

2.6909 2.6909 4.0000e-005 2.1000e-004 2.7549

3.5000e-004 4.8600e-003

1.1940 1.1940 1.0000e-005 1.7000e-004 1.2462

0.0000 0.0000 0.0000
Vendor 8.0000e0053.1200e-003 9.4000e-004 1.0000e-005 4.5000e-004 2.0000e-005 4.7000e-004 1.3000e-004 2.0000e-005 1.5000e-004 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

13.6224 13.6224 2.2200e-003 0.0000 13.6780

0.0781 0.0933
N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction On-Site

2.1118 2.1118 3.0000e-005 2.8000e-004 2.1964

1.0000e-005 1.0000e-005 0.3919
Total 2.4000e0044.4300e-003 2.2900e-003 2.0000e-005 1.0800e-003 4.0000e-005 1.1200e-003 2.9000e-004 4.0000e-005 3.3000e-004 0.0000 Worker 1.6000e- 0.0000 5.2000e-004 0.0000 5.2000e-004 1.4000e-004 0.0000 1.4000e-004 0.0000 0.3887 0.3887 004

1.0000e-004 1.3000e-003

0.0000 0.0000 0.0000 0.0000 0.0000

4.3300e-003 9.9000e-004
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.8700e-003 0.0000 5.9334
Unmitigated Construction Off-Site
Total 4.5700e- 7.0000e-005 1.2300e-003 1.2300e-003 1.1400e-003 1.1400e-003 0.0000 5.8868 5.8868 003

0.0266 0.0440

0.0000 0.0000 0.0000 0.0000 0.0000

1.8700e-003 0.0000 5.9334
Paving 1.7000e0030.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 2.8700e- 7.0000e-005 1.2300e-003 1.2300e-003 1.1400e-003 1.1400e-003 0.0000 5.8868 5.8868 003

0.0266 0.0440
N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.5 Architectural Coating - 2029
Unmitigated Construction On-Site

2.1118 2.1118 3.0000e-005 2.8000e-004 2.1964

1.0000e-004 1.3000e-003

0.0000 0.0000 0.0000 0.0000 0.0000

4.3300e-003 9.9000e-004
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.8700e-003 0.0000 5.9334
Mitigated Construction Off-Site
Total 4.5700e- 7.0000e-005 1.2300e-003 1.2300e-003 1.1400e-003 1.1400e-003 0.0000 5.8868 5.8868 003

0.0266 0.0440

0.0000 0.0000 0.0000 0.0000 0.0000

1.8700e-003 0.0000 5.9334
Paving 1.7000e0030.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 2.8700e- 7.0000e-005 1.2300e-003 1.2300e-003 1.1400e-003 1.1400e-003 0.0000 5.8868 5.8868 003

0.2055 0.2055 0.0000 1.0000e-005 0.2071

0.0000 1.0000e-005 0.2071
Total 8.0000e0055.0000e-005 6.7000e-004 0.0000 2.8000e-004 0.0000 2.8000e-004 7.0000e-005 0.0000 8.0000e-005 0.0000 Worker 8.0000e- 0.0000 2.8000e-004 0.0000 2.8000e-004 7.0000e-005 0.0000 8.0000e-005 0.0000 0.2055 0.2055 005

5.0000e-005 6.7000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

7.0000e-005 0.0000 1.2784
Unmitigated Construction Off-Site
Total 0.1331 5.7300e-003 9.0500e-003 1.0000e-005 2.6000e-004 2.6000e-004 2.6000e-004 2.6000e-004 0.0000 1.2766 1.2766

1.2766 1.2766 7.0000e-005 0.0000 1.2784

0.0000 0.0000 0.0000
Off-Road 8.5000e0045.7300e-003 9.0500e-003 1.0000e-005 2.6000e-004 2.6000e-004 2.6000e-004 2.6000e-004 0.0000 Archit. Coating 0.1323 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

0.2055 0.2055 0.0000 1.0000e-005 0.2071

5.0000e-005 6.7000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

7.0000e-005 0.0000 1.2784
Mitigated Construction Off-Site
Total 0.1331 5.7300e-003 9.0500e-003 1.0000e-005 2.6000e-004 2.6000e-004 2.6000e-004 2.6000e-004 0.0000 1.2766 1.2766

1.2766 1.2766 7.0000e-005 0.0000 1.2784

4.4 Fleet Mix
Apartments Mid Rise 10.80 7.30 7.50 44.00 18.80 37.20 86 11 3 Strip Mall 9.50 7.30 7.30 16.60 64.40 19.00 45 40 15
Quality Restaurant 9.50 7.30 7.30 12.00 69.00 19.00 38 18 44 Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Fast Food Restaurant w/o Drive 79.50 19.00 51 37 12
Thru

9.50 7.30 7.30 1.50
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by 4,147,750

4.3 Trip Type Information
Miles Trip % Trip Purpose %
Total 2,297.51 3,771.69 2,673.72 4,147,750
506,224
Apartments Mid Rise 146.88 132.57 110.43 402,254 402,254 Strip Mall 358.99 340.52 165.48 506,224
Quality Restaurant 323.62 347.55 277.80 380,161 380,161 Parking Lot 0.00 0.00 0.00
Annual VMT
Fast Food Restaurant w/o Drive Thru 1,468.02 2,951.04 2120.00 2,859,110 2,859,110 Land Use Weekday Saturday Sunday Annual VMT

0.1015 0.0701 1,356.1940

4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
1,356.1940
Unmitigated 0.9086 0.9706 7.3811 0.0137 1.5412 0.0116 1.5528 0.4118 0.0108 0.4227 0.0000 1,332.7618 1,332.7618

0.0000 1,332.7618 1,332.7618 0.1015 0.0701
CO2e
Category tons/yr MT/yr
Mitigated 0.9086 0.9706 7.3811 0.0137 1.5412 0.0116 1.5528 0.4118 0.0108 0.4227 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2 Fugitive PM2.5 Total
PM10
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

5.2 Energy by Land Use - NaturalGas
Unmitigated
102.6798 102.6798 1.9700e-003 1.8800e-003 103.2900

1.9700e-003 1.8800e-003 103.2900
NaturalGas
Unmitigated

0.0104 0.0937 0.0744 5.7000e-004 7.1700e-003 7.1700e-003 7.1700e-003 7.1700e-003 0.0000 NaturalGas 5.7000e-004 7.1700e-003 7.1700e-003 7.1700e-003 7.1700e-003 0.0000 102.6798 102.6798 Mitigated

0.0104 0.0937 0.0744

42.1899 42.1899 6.8300e-003 8.3000e-004 42.6071

6.8300e-003 8.3000e-004 42.6071
Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000
Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 42.1899 42.1899 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

0.001164 0.00290

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy

0.000549 0.025547 0.001164 0.00290
Apartments Mid Rise 0.537317 0.054217 0.191225 0.135968 0.024045 0.006114 0.010528 0.009307 0.001115 0.000549 0.025547 Strip Mall 0.537317 0.054217 0.191225 0.135968 0.024045 0.006114 0.010528 0.009307 0.001115

0.001164 0.00290
Quality Restaurant 0.537317 0.054217 0.191225 0.135968 0.024045 0.006114 0.010528 0.009307 0.001115 0.000549 0.025547 0.001164 0.00290

0.000549 0.025547 0.001164 0.00290
Parking Lot 0.537317 0.054217 0.191225 0.135968 0.024045 0.006114 0.010528 0.009307 0.001115 0.000549 0.025547 Fast Food Restaurant w/o Drive 0.024045 0.006114 0.010528 0.009307 0.001115 Thru

0.537317 0.054217 0.191225 0.135968
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

42.6944 8.2000e-004 7.8000e0042.9800e- 42.9481
003
Quality Restaurant 800062 4.3100e-003 0.0392 0.0329 2.4000e-004 2.9800e-003 2.9800e-003 2.9800e-003 0.0000 42.6944

0.0000 0.0000 0.0000 0.0000 0.0000

8.6000e00447.1761
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3.2700e-003 0.0000 46.8974 46.8974 9.0000e-004

12.0765 2.3000e-004 2.2000e00412.1483
Fast Food
Restaurant w/o
Drive Thru
878825 4.7400e-003 0.0431 0.0362 2.6000e-004 3.2700e-003 3.2700e-003 3.2700e003

2.0000e0051.0175
Total 0.0104 0.0937 0.0744 5.8000e-004 7.1600e-003 7.1600e-003 7.1600e0037.1600e-003 0.0000

7.0000e-005 0.0000 1.0115 1.0115 2.0000e-005

42.6944 8.2000e-004 7.8000e00442.9481
Strip Mall 18954 1.0000e-004 9.3000e-004 7.8000e-004 1.0000e-005 7.0000e-005 7.0000e-005 7.0000e005

2.9800e003Quality Restaurant 800062 4.3100e-003 0.0392 0.0329 2.4000e-004 2.9800e-003 2.9800e-003 2.9800e-003 0.0000 42.6944

0.0000 0.0000 0.0000 0.0000 0.0000

8.6000e00447.1761
Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

3.2700e-003 0.0000 46.8974 46.8974 9.0000e-004

12.0765 2.3000e-004 2.2000e00412.1483
Fast Food
Restaurant w/o
Drive Thru
878825 4.7400e-003 0.0431 0.0362 2.6000e-004 3.2700e-003 3.2700e-003 3.2700e003

8.4000e004Apartments Mid 4.4400e-003 7.0000e-005 8.4000e-004 8.4000e-004 8.4000e-004 0.0000 12.0765 Rise
226305 1.2200e-003 0.0104
CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM2.5
NaturalGas PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

8.3000e-004 42.6071
Mitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Total 42.1899 6.8200e-003

2.3000e-004 11.6029
Strip Mall 84159 7.7867 1.2600e-003 1.5000e-004 7.8637
Quality Restaurant 124176 11.4893 1.8600e-003

5.3 Energy by Land Use - Electricity
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
102.6798 102.6798 1.9700e-003 1.8800e003103.2900

2.0000e0051.0175
Total 0.0104 0.0937 0.0744 5.8000e-004 7.1600e-003 7.1600e-003 7.1600e0037.1600e-003 0.0000 Strip Mall 18954 1.0000e-004 9.3000e-004 7.8000e-004 1.0000e-005 7.0000e-005 7.0000e-005 7.0000e- 7.0000e-005 0.0000 1.0115 1.0115 2.0000e-005 005
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4.4000e-004 0.0000 0.4674

6.2 Area by SubCategory

0.4674
Unmitigated 0.2179 3.2100e-003 0.2790 1.0000e-005 1.5500e-003 1.5500e-003 1.5500e-003 1.5500e-003 0.0000 0.4565 0.4565

0.0000 0.4565 0.4565 4.4000e-004 0.0000
CO2e
Category tons/yr MT/yr
Mitigated 0.2179 3.2100e-003 0.2790 1.0000e-005 1.5500e-003 1.5500e-003 1.5500e-003 1.5500e-003 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

8.3000e-004 42.6071

6.0 Area Detail

6.1 Mitigation Measures Area
ROG NOx CO SO2 Fugitive
PM10
Total 42.1899 6.8200e-003

2.3000e-004 11.6029
Strip Mall 84159 7.7867 1.2600e-003 1.5000e-004 7.8637
Quality Restaurant 124176 11.4893 1.8600e-003

2.5000e-004 12.7451
Parking Lot 6860 0.6347 1.0000e-004 1.0000e-005 0.6410
Fast Food
Restaurant w/o
Drive Thru
136401 12.6203 2.0400e-003
Land Use kWh/yr t
o
n
MT/yr
Apartments Mid
Rise
104394 9.6589 1.5600e-003 1.9000e-004 9.7544
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.4565 0.4565 4.4000e-004 0.0000 0.4674

0.0000 0.0000 0.0000
Landscaping 8.4300e0033.2100e-003 0.2790 1.0000e-005 1.5500e-003 1.5500e-003 1.5500e-003 1.5500e-003 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.1794 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0301
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.4000e-004 0.0000 0.4674
Mitigated
Total 0.2179 3.2100e-003 0.2790 1.0000e-005 1.5500e-003 1.5500e-003 1.5500e-003 1.5500e-003 0.0000 0.4565 0.4565

0.4565 0.4565 4.4000e-004 0.0000 0.4674

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.1794 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0301
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
Unmitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Fast Food 1.0000e-003 2.4294
Restaurant w/o
Drive Thru

1.28698 /

0.0821479

1.0792 0.0420
Land Use Mgal t
o
n
MT/yr
Apartments Mid
Rise

1.75916 /

1.10903

1.7980 0.0575 1.3800e-003 3.6466

9.5279

7.2 Water by Land Use
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Unmitigated 4.4695 0.1575 3.7600e-003
CO2e
Category t
o
n
MT/yr
Mitigated 4.4695 0.1575 3.7600e-003 9.5279
Total CO2 CH4 N2O

4.4000e-004 0.0000 0.4674

7.0 Water Detail

7.1 Mitigation Measures Water
Total 0.2179 3.2100e-003 0.2790 1.0000e-005 1.5500e-003 1.5500e-003 1.5500e-003 1.5500e-003 0.0000 0.4565 0.4565 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.7600e-003 9.5279

8.0 Waste Detail

8.1 Mitigation Measures Waste
Total 4.4695 0.1575

9.1000e-004 2.2116
Strip Mall 0.599987 /

0.367734

0.6098 0.0196 4.7000e-004 1.2403
Quality Restaurant 1.17164 /

0.0747855

0.9825 0.0383

1.0000e-003 2.4294
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
Fast Food
Restaurant w/o
Drive Thru

1.28698 /

0.0821479

1.0792 0.0420
Land Use Mgal t
o
n
MT/yr
Apartments Mid
Rise

1.75916 /

1.10903

1.7980 0.0575 1.3800e-003 3.6466

3.7600e-003 9.5279
Mitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Total 4.4695 0.1575

9.1000e-004 2.2116
Strip Mall 0.599987 /

0.367734

0.6098 0.0196 4.7000e-004 1.2403
Quality Restaurant 1.17164 /

0.0747855

0.9825 0.0383
Parking Lot 0 / 0 0.0000 0.0000 0.0000 0.0000
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Total 14.8772 0.8792 0.0000 36.8577

0.0000 1.7702
Strip Mall 8.51 1.7275 0.1021 0.0000 4.2797
Quality Restaurant 3.52 0.7145 0.0422

0.0000 24.5617
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Fast Food
Restaurant w/o
Drive Thru

48.84 9.9141 0.5859
Land Use tons t
o
n
MT/yr
Apartments Mid
Rise

12.42 2.5212 0.1490 0.0000 6.2460

36.8577

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Unmitigated 14.8772 0.8792 0.0000
CO2e
t
o
n
MT/yr
Mitigated 14.8772 0.8792 0.0000 36.8577
Total CO2 CH4 N2O
Category/Year
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year
Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment

0.0000 36.8577

9.0 Operational Offroad
Equipment Type Number Hours/Day
Total 14.8772 0.8792

0.0000 1.7702
Strip Mall 8.51 1.7275 0.1021 0.0000 4.2797
Quality Restaurant 3.52 0.7145 0.0422

0.0000 24.5617
Parking Lot 0 0.0000 0.0000 0.0000 0.0000
Fast Food
Restaurant w/o
Drive Thru

48.84 9.9141 0.5859
Land Use tons t
o
n
MT/yr
Apartments Mid
Rise

12.42 2.5212 0.1490 0.0000 6.2460
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:10 PM
John Abbott Mixed Use Project - Phase 5 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied User Defined Equipment
Equipment Type Number

11.0 Vegetation

2906
2906
2906
2906
2906

Off-road Equipment - Default equipment
Trips and VMT - Based on Phase 6 parcel size, assuming 1,896 cy of pavement to be added to site (237 trips).

Demolition -
Grading - Earthwork import based on total net fill and allocated based on phase parcel area (1,889.22 cy of import)

0.004

1.3 User Entered Comments & Non-Default Data
Project Characteristics -
Land Use - Phase 6: 100 dwelling units and 23,800 sf of strip mall. 19,200 sf of parking lifts with 168 spaces and 241 parking lot spaces Construction Phase - Scaled the default construction schedule to match the proposed applicant schedule.

CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity
(lb/MWhr)

0.033 N2O Intensity
(lb/MWhr)
Climate Zone 4 Operational Year 2030
Utility Company Pacific Gas and Electric Company
0 1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.8 Precipitation Freq (Days) 53 Strip Mall 51.00 1000sqft 0.00 51,000.00
86 Apartments Mid Rise 70.00 Dwelling Unit 0.00 69,600.00 200 Apartments Low Rise 30.00 Dwelling Unit 0.00 40,000.00
0 Parking Lot 241.00 Space 4.70 96,400.00 0
Enclosed Parking Structure 168.00 Space 0.00 19,200.00
John Abbott Mixed Use Project - Phase 6 Construction
Monterey Bay Unified APCD Air District, Annual

1.0 Project Characteristics

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied tblLandUse LandUseSquareFeet 30,000.00 40,000.00
tblGrading MaterialImported 0.00 1,889.22
tblLandUse LandUseSquareFeet 67,200.00 19,200.00
tblConstructionPhase PhaseStartDate 7/4/2030 2/10/2029
tblGrading AcresOfGrading 15.00 8.00
tblConstructionPhase PhaseStartDate 8/16/2029 2/10/2029 tblConstructionPhase PhaseStartDate 8/4/2029 1/20/2029
tblConstructionPhase PhaseEndDate 7/29/2030 3/7/2029
tblConstructionPhase PhaseStartDate 7/30/2030 9/4/2030
tblConstructionPhase PhaseEndDate 7/3/2030 9/27/2030
tblConstructionPhase PhaseEndDate 8/15/2029 2/9/2029
tblConstructionPhase NumDays 8.00 15.00
tblConstructionPhase PhaseEndDate 8/22/2030 9/27/2030
tblArchitecturalCoating EF_Residential_Interior 100.00 50.00 tblConstructionPhase NumDays 230.00 425.00
tblArchitecturalCoating EF_Parking 150.00 100.00
tblArchitecturalCoating EF_Residential_Exterior 100.00 50.00 tblArchitecturalCoating EF_Nonresidential_Exterior 150.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 150.00 50.00 Solid Waste -
Fleet Mix -
Table Name Column Name Default Value New Value
Vehicle Emission Factors -
Vehicle Emission Factors -
Vehicle Emission Factors -
Area Coating -
Water And Wastewater -
Architectural Coating - MBARD Rule 426 arch coatings 50 g/l for arch coating and 100 g/l for traffic markings. https://www.mbard.org/files/b17c2b4e2/Final+Rule+426+%28Clean+Version%29.pdf CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.0769 0.0156 493.0224
Mitigated Construction
Maximum 0.6383 1.8783 2.4515 5.4100e-003 0.2108 0.0709 0.2817 0.0689 0.0666 0.1355 0.0000 486.4635 486.4635 399.3442 399.3442 0.0126 0.0112 402.9941

0.0769 0.0156 493.0224
2030 0.6383 0.9626 1.8806 4.4900e-003 0.1320 0.0161 0.1481 0.0357 0.0160 0.0517 0.0000 2029 0.2249 1.8783 2.4515 5.4100e-003 0.2108 0.0709 0.2817 0.0689 0.0666 0.1355 0.0000 486.4635 486.4635 N2O CO2e
Year tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

2.1 Overall Construction
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
tblTripsAndVMT HaulingTripNumber 0.00 237.00

2.0 Emissions Summary
tblLandUse LotAcreage 1.17 0.00
tblTripsAndVMT HaulingTripNumber 236.00 237.00
tblLandUse LotAcreage 1.88 0.00
tblLandUse LotAcreage 1.84 0.00
tblLandUse LotAcreage 1.51 0.00
tblLandUse LotAcreage 2.17 4.70
tblLandUse LandUseSquareFeet 70,000.00 69,600.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

2.2 Overall Operational
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Highest 0.7080 0.7080
5 7-30-2030 9-30-2030 0.7080 0.7080
4 4-30-2030 7-29-2030 0.3706 0.3706
3 1-30-2030 4-29-2030 0.3700 0.3700
2 10-30-2029 1-29-2030 0.4846 0.4846
1 7-30-2029 10-29-2029 0.5291 0.5291
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter)

0.00 0.00 0.00 0.00 0.00
Total CO2 CH4 N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.0769 0.0156 493.0221
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio-CO2
Maximum 0.6383 1.8783 2.4515 5.4100e-003 0.2108 0.0709 0.2817 0.0689 0.0666 0.1355 0.0000 486.4631 486.4631 399.3439 399.3439 0.0126 0.0112 402.9938

0.0769 0.0156 493.0221
2030 0.6383 0.9626 1.8806 4.4900e-003 0.1320 0.0161 0.1481 0.0357 0.0160 0.0517 0.0000 2029 0.2249 1.8783 2.4515 5.4100e-003 0.2108 0.0709 0.2817 0.0689 0.0666 0.1355 0.0000 486.4631 486.4631 CH4 N2O CO2e
Year tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Fugitive PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2
1,681.0665 1,704.5398 1.6579 0.0873 1,771.9942

0.3366 8.0600e-003 21.3152
Total 1.7250 1.0949 9.1018 0.0159 1.8055 0.0221 1.8276 0.4824 0.0213 0.5036 23.4733 Water 0.0000 0.0000 0.0000 0.0000 3.2655 7.2332 10.4987

0.0000 20.2078 1.1942 0.0000 50.0639

0.1086 0.0763 1,546.3288
Waste 0.0000 0.0000 0.0000 0.0000 20.2078
Mobile 0.9472 1.0364 8.0452 0.0156 1.8055 0.0126 1.8181 0.4824 0.0118 0.4942 0.0000 1,520.8727 1,520.8727 151.2647 151.2647 0.0169 2.9000e-003 152.5495

1.6300e-003 0.0000 1.7368
Energy 5.4000e0030.0465 0.0222 2.9000e-004 3.7300e-003 3.7300e-003 3.7300e-003 3.7300e-003 0.0000 Area 0.7724 0.0119 1.0344 5.0000e-005 5.7400e-003 5.7400e-003 5.7400e-003 5.7400e-003 0.0000 1.6960 1.6960 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
1,681.0665 1,704.5398 1.6579 0.0873 1,771.9942

0.3366 8.0600e-003 21.3152
Total 1.7250 1.0949 9.1018 0.0159 1.8055 0.0221 1.8276 0.4824 0.0213 0.5036 23.4733 Water 0.0000 0.0000 0.0000 0.0000 3.2655 7.2332 10.4987

0.0000 20.2078 1.1942 0.0000 50.0639

1.6300e-003 0.0000 1.7368
Energy 5.4000e0030.0465 0.0222 2.9000e-004 3.7300e-003 3.7300e-003 3.7300e-003 3.7300e-003 0.0000 Area 0.7724 0.0119 1.0344 5.0000e-005 5.7400e-003 5.7400e-003 5.7400e-003 5.7400e-003 0.0000 1.6960 1.6960 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.45 Paving Cement and Mortar Mixers 2 6.00 9 0.56
Building Construction Welders 1 8.00 46

0.74 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Generator Sets 1 8.00 84

0.29 Building Construction Forklifts 3 8.00 89 0.20
Building Construction Cranes 1 7.00 231

0.40 Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Grading Rubber Tired Dozers 1 8.00 247

0.38 Grading Graders 1 8.00 187 0.41
Grading Excavators 1 8.00 158
Acres of Paving: 4.7
Residential Indoor: 221,940; Residential Outdoor: 73,980; Non-Residential Indoor: 76,500; Non-Residential Outdoor: 25,500; Striped Parking Area: 6,936 (Architectural Coating – sqft)
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor 5 18
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 8
4 Architectural Coating Architectural Coating 9/4/2030 9/27/2030 5 425
3 Paving Paving 2/10/2029 3/7/2029 5 18
2 Building Construction Building Construction 2/10/2029 9/27/2030 Num Days
Week
Num Days Phase Description
1 Grading Grading 1/20/2029 2/9/2029 5 15
Phase
Number
Phase Name Phase Type Start Date End Date

0.00 0.00 0.00

3.0 Construction Detail
Construction Phase
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

19.5524 19.5524 6.3200e-003 0.0000 19.7105

6.3200e-003 0.0000 19.7105
Total 0.0114 0.1149 0.1091 2.2000e-004 0.0496 4.6800e-003 0.0542 0.0253 4.3000e-003 0.0296 0.0000

0.0000
Off-Road 0.0114 0.1149 0.1091 2.2000e-004 4.6800e-003 4.6800e-003 4.3000e-003 4.3000e-003 0.0000 19.5524 19.5524

0.0000 0.0000 0.0000 0.0000 0.0000
CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 0.0253 0.0000 0.0253 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
HHDT

3.1 Mitigation Measures Construction

3.2 Grading - 2029
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Architectural Coating 1 27.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT
Paving 8 20.00 0.00 237.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 137.00 38.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix Hauling
Vehicle Class
Grading 6 15.00 0.00 237.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT

0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Paving Rollers 2 6.00 80

0.42 Paving Paving Equipment 2 6.00 132 0.36
Paving Pavers 1 8.00 130
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Total 0.0114 0.1149 0.1091 2.2000e-004 0.0496 4.6800e-003 0.0542 0.0253 4.3000e-003 0.0296 0.0000 19.5523 19.5523 6.3200e-003 0.0000 19.7104

19.5523 19.5523 6.3200e-003 0.0000 19.7104

0.0000 0.0000 0.0000
Off-Road 0.0114 0.1149 0.1091 2.2000e-004 4.6800e-003 4.6800e-003 4.3000e-003 4.3000e-003 0.0000 Fugitive Dust 0.0496 0.0000 0.0496 0.0253 0.0000 0.0253 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

6.6915 6.6915 9.0000e-005 9.7000e-004 6.9818

2.0000e-005 2.0000e-005 0.6656
Total 5.2000e0040.0154 5.6900e-003 7.0000e-005 2.9200e-003 1.4000e-004 3.0500e-003 7.9000e-004 1.3000e-004 9.3000e-004 0.0000 Worker 2.5000e- 1.0000e-005 9.0000e-004 0.0000 9.0000e-004 2.4000e-004 0.0000 2.4000e-004 0.0000 0.6604 0.6604 004

1.5000e-004 2.1400e-003

0.0000 0.0000 0.0000 0.0000 0.0000

7.0000e-005 9.5000e-004 6.3162
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 2.7000e- 6.0000e-005 2.0200e-003 1.4000e-004 2.1500e-003 5.5000e-004 1.3000e-004 6.9000e-004 0.0000 6.0311 6.0311 004

0.0153 3.5500e-003
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Unmitigated Construction Off-Site
267.8670 267.8670 0.0630 0.0000 269.4412

0.0630 0.0000 269.4412
Total 0.1579 1.4403 1.8578 3.1100e-003 0.0609 0.0609 0.0573 0.0573 0.0000 Off-Road 0.1579 1.4403 1.8578 3.1100e-003 0.0609 0.0609 0.0573 0.0573 0.0000 267.8670 267.8670 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2029
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

6.6915 6.6915 9.0000e-005 9.7000e-004 6.9818

1.5000e-004 2.1400e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0153 3.5500e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction Off-Site
267.8667 267.8667 0.0630 0.0000 269.4408

0.0630 0.0000 269.4408
Total 0.1579 1.4403 1.8578 3.1100e-003 0.0609 0.0609 0.0573 0.0573 0.0000 Off-Road 0.1579 1.4403 1.8578 3.1100e-003 0.0609 0.0609 0.0573 0.0573 0.0000 267.8667 267.8667 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
170.5245 170.5245 2.8000e-003 0.0136 174.6516

2.1300e-003 2.2800e-003 93.6218
Total 0.0408 0.2245 0.3624 1.7600e-003 0.1549 1.8600e-003 0.1567 0.0418 1.7500e-003 0.0436 0.0000 Worker 0.0357 0.0215 0.3015 9.5000e-004 0.1259 5.8000e-004 0.1265 0.0335 5.3000e-004 0.0340 0.0000 92.8903 92.8903

77.6342 77.6342 6.7000e-004 0.0113 81.0298

0.0000 0.0000 0.0000
Vendor 5.0600e0030.2030 0.0608 8.1000e-004 0.0290 1.2800e-003 0.0302 8.3700e-003 1.2200e-003 9.5900e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
254.9752 254.9752 0.0102 0.0000 255.2309

0.0102 0.0000 255.2309
Total 0.1270 0.7697 1.5672 3.0000e-003 0.0144 0.0144 0.0144 0.0144 0.0000 Off-Road 0.1270 0.7697 1.5672 3.0000e-003 0.0144 0.0144 0.0144 0.0144 0.0000 254.9752 254.9752 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2030
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
170.5245 170.5245 2.8000e-003 0.0136 174.6516

77.6342 77.6342 6.7000e-004 0.0113 81.0298

0.0000 0.0000 0.0000
Vendor 5.0600e0030.2030 0.0608 8.1000e-004 0.0290 1.2800e-003 0.0302 8.3700e-003 1.2200e-003 9.5900e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
254.9749 254.9749 0.0102 0.0000 255.2306

0.0102 0.0000 255.2306
Total 0.1270 0.7697 1.5672 3.0000e-003 0.0144 0.0144 0.0144 0.0144 0.0000 Off-Road 0.1270 0.7697 1.5672 3.0000e-003 0.0144 0.0144 0.0144 0.0144 0.0000 254.9749 254.9749 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
140.6683 140.6683 2.2100e-003 0.0112 144.0494

1.6600e-003 1.8300e-003 77.2999
Total 0.0324 0.1849 0.2928 1.4400e-003 0.1301 1.5200e-003 0.1316 0.0351 1.4300e-003 0.0366 0.0000 Worker 0.0283 0.0167 0.2422 7.8000e-004 0.1057 4.6000e-004 0.1062 0.0281 4.2000e-004 0.0285 0.0000 76.7124 76.7124

63.9560 63.9560 5.5000e-004 9.3300e-003 66.7495

0.0000 0.0000 0.0000
Vendor 4.1500e0030.1682 0.0505 6.6000e-004 0.0243 1.0600e-003 0.0254 7.0300e-003 1.0100e-003 8.0400e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Category tons/yr MT/yr
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.6300e-003 0.0000 14.8562
Unmitigated Construction Off-Site
Total 0.0135 0.0678 0.1096 1.7000e-004 3.1700e-003 3.1700e-003 2.9300e-003 2.9300e-003 0.0000 14.7404 14.7404

0.0000 0.0000 0.0000 0.0000 0.0000

4.6300e-003 0.0000 14.8562
Paving 6.1600e0030.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 7.3800e- 1.7000e-004 3.1700e-003 3.1700e-003 2.9300e-003 2.9300e-003 0.0000 14.7404 14.7404 003

0.0678 0.1096
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.4 Paving - 2029
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
140.6683 140.6683 2.2100e-003 0.0112 144.0494

63.9560 63.9560 5.5000e-004 9.3300e-003 66.7495

0.0000 0.0000 0.0000
Vendor 4.1500e0030.1682 0.0505 6.6000e-004 0.0243 1.0600e-003 0.0254 7.0300e-003 1.0100e-003 8.0400e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

4.6300e-003 0.0000 14.8562
Mitigated Construction Off-Site
Total 0.0135 0.0678 0.1096 1.7000e-004 3.1700e-003 3.1700e-003 2.9300e-003 2.9300e-003 0.0000 14.7404 14.7404

0.0000 0.0000 0.0000 0.0000 0.0000

4.6300e-003 0.0000 14.8562
Paving 6.1600e0030.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 7.3800e- 1.7000e-004 3.1700e-003 3.1700e-003 2.9300e-003 2.9300e-003 0.0000 14.7404 14.7404 003

7.0878 7.0878 9.0000e-005 9.8000e-004 7.3812

2.0000e-005 3.0000e-005 1.0650
Total 6.8000e0040.0155 6.9800e-003 7.0000e-005 3.4500e-003 1.5000e-004 3.5900e-003 9.3000e-004 1.4000e-004 1.0800e-003 0.0000 Worker 4.1000e- 1.0000e-005 1.4300e-003 1.0000e-005 1.4400e-003 3.8000e-004 1.0000e-005 3.9000e-004 0.0000 1.0567 1.0567 004

2.4000e-004 3.4300e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0153 3.5500e-003
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

9.0000e-005 0.0000 2.3003
Unmitigated Construction Off-Site
Total 0.4783 7.7100e-003 0.0162 3.0000e-005 1.8000e-004 1.8000e-004 1.8000e-004 1.8000e-004 0.0000 2.2979 2.2979

2.2979 2.2979 9.0000e-005 0.0000 2.3003

0.0000 0.0000 0.0000
Off-Road 1.1800e0037.7100e-003 0.0162 3.0000e-005 1.8000e-004 1.8000e-004 1.8000e-004 1.8000e-004 0.0000 Archit. Coating 0.4772 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.5 Architectural Coating - 2030
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

7.0878 7.0878 9.0000e-005 9.8000e-004 7.3812

2.4000e-004 3.4300e-003

0.0000 0.0000 0.0000 0.0000 0.0000

9.0000e-005 0.0000 2.3003
Mitigated Construction Off-Site
Total 0.4783 7.7100e-003 0.0162 3.0000e-005 1.8000e-004 1.8000e-004 1.8000e-004 1.8000e-004 0.0000 2.2979 2.2979

2.2979 2.2979 9.0000e-005 0.0000 2.3003

1.4028 1.4028 3.0000e-005 3.0000e-005 1.4135

3.0000e-005 3.0000e-005 1.4135
Total 5.2000e0043.0000e-004 4.4300e-003 1.0000e-005 1.9300e-003 1.0000e-005 1.9400e-003 5.1000e-004 1.0000e-005 5.2000e-004 0.0000 Worker 5.2000e- 1.0000e-005 1.9300e-003 1.0000e-005 1.9400e-003 5.1000e-004 1.0000e-005 5.2000e-004 0.0000 1.4028 1.4028 004

3.0000e-004 4.4300e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Apartments Mid Rise 380.80 343.70 286.30 1,042,882 1,042,882 Annual VMT
Apartments Low Rise 219.60 244.20 188.40 629,927 629,927 Land Use Weekday Saturday Sunday Annual VMT

0.1086 0.0763 1,546.3288

4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
1,546.3288
Unmitigated 0.9472 1.0364 8.0452 0.0156 1.8055 0.0126 1.8181 0.4824 0.0118 0.4942 0.0000 1,520.8727 1,520.8727

0.0000 1,520.8727 1,520.8727 0.1086 0.0763
CO2e
Category tons/yr MT/yr
Mitigated 0.9472 1.0364 8.0452 0.0156 1.8055 0.0126 1.8181 0.4824 0.0118 0.4942 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile
ROG NOx CO SO2 Fugitive
PM10

1.4028 1.4028 3.0000e-005 3.0000e-005 1.4135

3.0000e-004 4.4300e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.001134 0.00278

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy

0.000543 0.025209 0.001134 0.00278
Strip Mall 0.541220 0.054515 0.190757 0.133854 0.023260 0.005971 0.010451 0.009212 0.001090 0.000543 0.025209 Parking Lot 0.541220 0.054515 0.190757 0.133854 0.023260 0.005971 0.010451 0.009212 0.001090

0.001134 0.00278
Enclosed Parking Structure 0.541220 0.054515 0.190757 0.133854 0.023260 0.005971 0.010451 0.009212 0.001090 0.000543 0.025209 0.001134 0.00278

0.000543 0.025209 0.001134 0.00278
Apartments Mid Rise 0.541220 0.054515 0.190757 0.133854 0.023260 0.005971 0.010451 0.009212 0.001090 0.000543 0.025209 Apartments Low Rise 0.541220 0.054515 0.190757 0.133854 0.023260 0.005971 0.010451 0.009212 0.001090 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH

4.4 Fleet Mix
Land Use LDA LDT1 LDT2
Strip Mall 9.50 7.30 7.30 16.60 64.40 19.00 45 40 15
Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Enclosed Parking Structure 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0 Apartments Mid Rise 10.80 7.30 7.50 44.00 18.80 37.20 86 11 3 Apartments Low Rise 10.80 7.30 7.50 44.00 18.80 37.20 86 11 3 Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by 4,860,143

4.3 Trip Type Information
Miles Trip % Trip Purpose %
Total 2,860.72 2,731.94 1,516.63 4,860,143
Strip Mall 2,260.32 2,144.04 1041.93 3,187,334 3,187,334 Parking Lot 0.00 0.00 0.00
Enclosed Parking Structure 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

53.4754 53.4754 1.0200e-003 9.8000e00453.7932

1.2000e0046.4063
Total 5.4000e-003 0.0465 0.0222 3.0000e-004 3.7300e-003 3.7300e-003 3.7300e0033.7300e-003 0.0000

4.4000e-004 0.0000 6.3684 6.3684 1.2000e-004

0.0000 0.0000 0.0000 0.0000
Strip Mall 119340 6.4000e-004 5.8500e-003 4.9100e-003 4.0000e-005 4.4000e-004 4.4000e-004 4.4000e004 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000

5.7000e00431.4955
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2.1900e-003 0.0000 31.3095 31.3095 6.0000e-004

15.7975 3.0000e-004 2.9000e00415.8914
Apartments Mid
Rise
586718 3.1600e-003 0.0270 0.0115 1.7000e-004 2.1900e-003 2.1900e-003 2.1900e003

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5

53.4754 53.4754 1.0200e-003 9.8000e-004 53.7932

1.0200e-003 9.8000e-004 53.7932
NaturalGas
Unmitigated

5.4000e0030.0465 0.0222 2.9000e-004 3.7300e-003 3.7300e-003 3.7300e-003 3.7300e-003 0.0000 NaturalGas 2.9000e-004 3.7300e-003 3.7300e-003 3.7300e-003 3.7300e-003 0.0000 53.4754 53.4754 Mitigated

5.4000e0030.0465 0.0222

97.7893 97.7893 0.0158 1.9200e-003 98.7563

0.0158 1.9200e-003 98.7563
Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000
Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 97.7893 97.7893 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

4.9000e-004 25.2892
Enclosed Parking
Structure
100800 9.3264 1.5100e-003 1.8000e-004 9.4186
Apartments Mid
Rise
270650 25.0416 4.0500e-003
Land Use kWh/yr t
o
n
MT/yr
Apartments Low
Rise
121830 11.2722 1.8200e-003 2.2000e-004 11.3837

5.3 Energy by Land Use - Electricity
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e

53.4754 53.4754 1.0200e-003 9.8000e00453.7932

1.2000e0046.4063
Total 5.4000e-003 0.0465 0.0222 3.0000e-004 3.7300e-003 3.7300e-003 3.7300e0033.7300e-003 0.0000

4.4000e-004 0.0000 6.3684 6.3684 1.2000e-004

0.0000 0.0000 0.0000 0.0000 0.0000

5.7000e00431.4955
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

2.1900e-003 0.0000 31.3095 31.3095 6.0000e-004

15.7975 3.0000e-004 2.9000e00415.8914
Apartments Mid
Rise
586718 3.1600e-003 0.0270 0.0115 1.7000e-004 2.1900e-003 2.1900e-003 2.1900e003

1.1000e003Apartments Low 5.8000e-003 9.0000e-005 1.1000e-003 1.1000e-003 1.1000e-003 0.0000 15.7975 Rise
296034 1.6000e-003 0.0136
CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
Mitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

1.9100e-003 98.7563

6.0 Area Detail

6.1 Mitigation Measures Area
Total 97.7893 0.0158

6.0000e-005 3.1526
Strip Mall 529890 49.0274 7.9300e-003 9.6000e-004 49.5122 Parking Lot 33740 3.1218 5.1000e-004

1.9100e-003 98.7563
Mitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Total 97.7893 0.0158

6.0000e-005 3.1526
Strip Mall 529890 49.0274 7.9300e-003 9.6000e-004 49.5122 Parking Lot 33740 3.1218 5.1000e-004
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Total 0.7725 0.0119 1.0344 5.0000e-005 5.7400e-003 5.7400e-003 5.7400e-003 5.7400e-003 0.0000 1.6960 1.6960 1.6300e-003 0.0000 1.7368

1.6960 1.6960 1.6300e-003 0.0000 1.7368

0.0000 0.0000 0.0000
Landscaping 0.0313 0.0119 1.0344 5.0000e-005 5.7400e-003 5.7400e-003 5.7400e-003 5.7400e-003 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.6347 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.1065
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.6300e-003 0.0000 1.7368

6.2 Area by SubCategory
Unmitigated

1.7368
Unmitigated 0.7724 0.0119 1.0344 5.0000e-005 5.7400e-003 5.7400e-003 5.7400e-003 5.7400e-003 0.0000 1.6960 1.6960

0.0000 1.6960 1.6960 1.6300e-003 0.0000
CO2e
Category tons/yr MT/yr
Mitigated 0.7724 0.0119 1.0344 5.0000e-005 5.7400e-003 5.7400e-003 5.7400e-003 5.7400e-003 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2 Fugitive PM2.5 Total
PM10
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Unmitigated 10.4987 0.3366 8.0600e-003 21.3152
CO2e
Category t
o
n
MT/yr
Mitigated 10.4987 0.3366 8.0600e-003 21.3152
Total CO2 CH4 N2O

1.6300e-003 0.0000 1.7368

7.0 Water Detail

7.1 Mitigation Measures Water
Total 0.7725 0.0119 1.0344 5.0000e-005 5.7400e-003 5.7400e-003 5.7400e-003 5.7400e-003 0.0000 1.6960 1.6960

1.6960 1.6960 1.6300e-003 0.0000 1.7368

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.6347 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.1065
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO
Mitigated
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Land Use Mgal t
o
n
MT/yr
Apartments Low
Rise

1.95462 /

1.23226

1.9977 0.0639 1.5300e-003 4.0518

8.0600e-003 21.3152
Mitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Total 10.4987 0.3366

0.0000 0.0000
Strip Mall 3.7777 /

2.31536

3.8396 0.1235 2.9600e-003 7.8093
Parking Lot 0 / 0 0.0000 0.0000

3.5700e-003 9.4542
Enclosed Parking
Structure
0 / 0 0.0000 0.0000 0.0000 0.0000
Apartments Mid
Rise

4.56078 /

2.87528

4.6614 0.1491
Land Use Mgal t
o
n
MT/yr
Apartments Low
Rise

1.95462 /

1.23226

1.9977 0.0639 1.5300e-003 4.0518

7.2 Water by Land Use
Unmitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

50.0639

8.2 Waste by Land Use
Unmitigated
Unmitigated 20.2078 1.1942 0.0000
CO2e
t
o
n
MT/yr
Mitigated 20.2078 1.1942 0.0000 50.0639
Total CO2 CH4 N2O

8.0600e-003 21.3152

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year
Total 10.4987 0.3366

0.0000 0.0000
Strip Mall 3.7777 /

2.31536

3.8396 0.1235 2.9600e-003 7.8093
Parking Lot 0 / 0 0.0000 0.0000

3.5700e-003 9.4542
Enclosed Parking
Structure
0 / 0 0.0000 0.0000 0.0000 0.0000
Apartments Mid
Rise

4.56078 /

2.87528

4.6614 0.1491
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Total 20.2078 1.1942 0.0000 50.0639

0.0000 0.0000
Strip Mall 53.55 10.8702 0.6424 0.0000 26.9304
Parking Lot 0 0.0000 0.0000

0.0000 16.1934
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000
Apartments Mid
Rise

32.2 6.5363 0.3863
Land Use tons t
o
n
MT/yr
Apartments Low
Rise

13.8 2.8013 0.1656 0.0000 6.9400

0.0000 50.0639
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Total 20.2078 1.1942

0.0000 0.0000
Strip Mall 53.55 10.8702 0.6424 0.0000 26.9304
Parking Lot 0 0.0000 0.0000

0.0000 16.1934
Enclosed Parking
Structure
0 0.0000 0.0000 0.0000 0.0000
Apartments Mid
Rise

32.2 6.5363 0.3863
Land Use tons t
o
n
MT/yr
Apartments Low
Rise

13.8 2.8013 0.1656 0.0000 6.9400
Waste
Disposed
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 3:28 PM
John Abbott Mixed Use Project - Phase 6 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied User Defined Equipment
Equipment Type Number

10.0 Stationary Equipment

9.0 Operational Offroad
Equipment Type Number Hours/Day

2785
2785
2785
2785
2785

Construction Phase - Scaled the default construction schedule to match the proposed applicant schedule.

Off-road Equipment - default equipment
Trips and VMT - Based on Phase 7 parcel size, assuming 1,896 cy of pavement to be added to site (237 trips).

Demolition -
N2O Intensity
(lb/MWhr)

0.004

1.3 User Entered Comments & Non-Default Data
Project Characteristics -
Land Use - Phase 7: 87 residential units and 37,800 sf of retail/office Utility Company Pacific Gas and Electric Company
CO2 Intensity
(lb/MWhr)
203.98 CH4 Intensity
(lb/MWhr)

0.033
Precipitation Freq (Days) 53
Climate Zone 4 Operational Year 2032

1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.8
0 Supermarket 11.20 1000sqft 0.00 11,200.00 0
Strip Mall 8.50 1000sqft 0.00 8,500.00
0 Apartments Mid Rise 87.00 Dwelling Unit 0.00 83,000.00 249 Parking Lot 111.00 Space 0.00 44,400.00
0 Medical Office Building 9.60 1000sqft 0.00 9,600.00 0 General Office Building 8.50 1000sqft 4.70 8,500.00
John Abbott Mixed Use Project - Phase 7 Construction
Monterey Bay Unified APCD Air District, Annual

1.0 Project Characteristics

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

2.0 Emissions Summary

2.1 Overall Construction
Unmitigated Construction
tblTripsAndVMT HaulingTripNumber 236.00 237.00
tblTripsAndVMT HaulingTripNumber 0.00 237.00
tblLandUse LotAcreage 0.20 0.00
tblLandUse LotAcreage 0.26 0.00
tblLandUse LotAcreage 1.00 0.00
tblLandUse LotAcreage 2.29 0.00
tblLandUse LotAcreage 0.20 4.70
tblLandUse LotAcreage 0.22 0.00
tblGrading MaterialImported 0.00 1,889.22
tblLandUse LandUseSquareFeet 87,000.00 83,000.00
tblConstructionPhase NumDays 8.00 15.00
tblGrading AcresOfGrading 15.00 8.00
tblArchitecturalCoating EF_Residential_Interior 100.00 50.00 tblConstructionPhase NumDays 230.00 443.00
tblArchitecturalCoating EF_Parking 150.00 100.00
tblArchitecturalCoating EF_Residential_Exterior 100.00 50.00 tblArchitecturalCoating EF_Nonresidential_Exterior 150.00 50.00 tblArchitecturalCoating EF_Nonresidential_Interior 150.00 50.00 Architectural Coating - MBARD Rule 426 arch coatings 50 g/l for arch coating and 100 g/l for traffic markings. https://www.mbard.org/files/b17c2b4e2/Final+Rule+426+%28Clean+Version%29.pdf Table Name Column Name Default Value New Value
Grading - Earthwork import based on total net fill and allocated based on phase parcel area (1889.22 cy of import) CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

0.00 0.00 0.00
N20 CO2e
Percent Reduction 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Fugitive PM2.5 Total Bio- CO2 NBio-CO2 Total CO2 CH4
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2
463.1943 463.1943 0.0156 9.0700e-003 466.2865

7.8400e-003 4.4500e-003 234.6150
Maximum 0.4531 1.1850 2.3616 5.2700e-003 0.1164 0.0206 0.1369 0.0333 0.0205 0.0519 0.0000 2032 0.4531 0.5969 1.1914 2.6500e-003 0.0593 0.0104 0.0697 0.0160 0.0104 0.0264 0.0000 233.0927 233.0927 463.1943 463.1943 0.0156 9.0700e-003 466.2865

5.1400e-003 3.7400e-003 148.3875
2031 0.1984 1.1850 2.3616 5.2700e-003 0.1164 0.0206 0.1369 0.0314 0.0205 0.0519 0.0000 2030 0.0635 0.3813 0.7110 1.6700e-003 0.0791 8.4200e-003 0.0875 0.0333 8.3900e-003 0.0417 0.0000 147.1432 147.1432 N2O CO2e
Year tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
463.1947 463.1947 0.0156 9.0700e-003 466.2869

7.8400e-003 4.4500e-003 234.6152
Maximum 0.4531 1.1850 2.3616 5.2700e-003 0.1164 0.0206 0.1369 0.0333 0.0205 0.0519 0.0000 2032 0.4531 0.5969 1.1914 2.6500e-003 0.0593 0.0104 0.0697 0.0160 0.0104 0.0264 0.0000 233.0929 233.0929 463.1947 463.1947 0.0156 9.0700e-003 466.2869

5.1400e-003 3.7400e-003 148.3877
2031 0.1984 1.1850 2.3616 5.2700e-003 0.1164 0.0206 0.1369 0.0314 0.0205 0.0519 0.0000 2030 0.0635 0.3813 0.7110 1.6700e-003 0.0791 8.4200e-003 0.0875 0.0333 8.3900e-003 0.0417 0.0000 147.1433 147.1433 N2O CO2e
Year tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 1,422.1138 1,470.8225 3.1330 0.0742 1,571.2455

0.3398 8.1300e-003 21.0897
Total 1.3734 0.8889 7.5549 0.0130 1.5109 0.0194 1.5302 0.4036 0.0187 0.4223 48.7086 Water 0.0000 0.0000 0.0000 0.0000 3.2975 6.8739 10.1714

0.0000 45.4111 2.6837 0.0000 112.5041

0.0887 0.0626 1,254.1195
Waste 0.0000 0.0000 0.0000 0.0000 45.4111
Mobile 0.7857 0.8174 6.6207 0.0125 1.5109 9.5900e-003 1.5204 0.4036 8.9500e-003 0.4125 0.0000 1,233.2558 1,233.2558 180.5149 180.5149 0.0194 3.4500e-003 182.0278

2.2 Overall Operational
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Highest 0.6074 0.6074
12 4-30-2032 7-30-2032 0.6074 0.6074
11 1-31-2032 4-29-2032 0.3403 0.3403
10 10-31-2031 1-30-2032 0.3496 0.3496
9 7-31-2031 10-30-2031 0.3478 0.3478
8 4-30-2031 7-30-2031 0.3467 0.3467
7 1-31-2031 4-29-2031 0.3375 0.3375
6 10-31-2030 1-30-2031 0.3967 0.3967
5 7-31-2030 10-30-2030 0.1713 0.1713
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 5 443
3 Paving Paving 10/19/2030 11/13/2030 5 18
2 Building Construction Building Construction 10/19/2030 6/30/2032 Num Days
Week
Num Days Phase Description
1 Grading Grading 9/28/2030 10/18/2030 5 15
Phase
Number
Phase Name Phase Type Start Date End Date

0.00 0.00 0.00

0.3398 8.1300e-003 21.0897
Total 1.3734 0.8889 7.5549 0.0130 1.5109 0.0194 1.5302 0.4036 0.0187 0.4223 48.7086 Water 0.0000 0.0000 0.0000 0.0000 3.2975 6.8739 10.1714

0.0000 45.4111 2.6837 0.0000 112.5041

1.4100e-003 0.0000 1.5044
Energy 6.9700e0030.0612 0.0375 3.8000e-004 4.8100e-003 4.8100e-003 4.8100e-003 4.8100e-003 0.0000 Area 0.5807 0.0103 0.8967 5.0000e-005 4.9800e-003 4.9800e-003 4.9800e-003 4.9800e-003 0.0000 1.4693 1.4693 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Hauling
Vehicle Class

0.38 Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Paving Rollers 2 6.00 80

0.42 Paving Paving Equipment 2 6.00 132 0.36
Paving Pavers 1 8.00 130

0.45 Paving Cement and Mortar Mixers 2 6.00 9 0.56
Building Construction Welders 1 8.00 46

0.74 Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Generator Sets 1 8.00 84

0.29 Building Construction Forklifts 3 8.00 89 0.20
Building Construction Cranes 1 7.00 231

0.40 Grading Tractors/Loaders/Backhoes 3 8.00 97 0.37
Grading Rubber Tired Dozers 1 8.00 247

0.38 Grading Graders 1 8.00 187 0.41
Grading Excavators 1 8.00 158
Acres of Paving: 0
Residential Indoor: 168,075; Residential Outdoor: 56,025; Non-Residential Indoor: 56,700; Non-Residential Outdoor: 18,900; Striped Parking Area: 2,664 (Architectural Coating – sqft)
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor 5 18
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 8
4 Architectural Coating Architectural Coating 6/5/2032 6/30/2032 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Hauling 2.7000e- 6.0000e-005 2.0200e-003 1.4000e-004 2.1500e-003 5.5000e-004 1.3000e-004 6.8000e-004 0.0000 5.8923 5.8923 7.0000e-005 9.3000e-004 6.1709 004

0.0150 3.5500e-003
N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

23.4035 23.4035 9.8000e-004 0.0000 23.4279

9.8000e-004 0.0000 23.4279
Total 0.0121 0.0581 0.1084 2.7000e-004 0.0496 1.7600e-003 0.0513 0.0253 1.7600e-003 0.0271 0.0000

0.0000
Off-Road 0.0121 0.0581 0.1084 2.7000e-004 1.7600e-003 1.7600e-003 1.7600e-003 1.7600e-003 0.0000 23.4035 23.4035

0.0000 0.0000 0.0000 0.0000 0.0000
CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 0.0253 0.0000 0.0253 Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
HHDT

3.1 Mitigation Measures Construction

3.2 Grading - 2030
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Architectural Coating 1 19.00 0.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT
Paving 8 20.00 0.00 237.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 93.00 23.00 0.00 10.80 7.30 20.00 LD_Mix HDT_Mix Grading 6 15.00 0.00 237.00 10.80 7.30 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Hauling 2.7000e- 6.0000e-005 2.0200e-003 1.4000e-004 2.1500e-003 5.5000e-004 1.3000e-004 6.8000e-004 0.0000 5.8923 5.8923 7.0000e-005 9.3000e-004 6.1709 004

0.0150 3.5500e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

9.8000e-004 0.0000 23.4279
Mitigated Construction Off-Site
Total 0.0121 0.0581 0.1084 2.7000e-004 0.0496 1.7600e-003 0.0513 0.0253 1.7600e-003 0.0271 0.0000 23.4034 23.4034

23.4034 23.4034 9.8000e-004 0.0000 23.4279

0.0000 0.0000 0.0000
Off-Road 0.0121 0.0581 0.1084 2.7000e-004 1.7600e-003 1.7600e-003 1.7600e-003 1.7600e-003 0.0000 Fugitive Dust 0.0496 0.0000 0.0496 0.0253 0.0000 0.0253 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

6.5417 6.5417 8.0000e-005 9.5000e-004 6.8253

1.0000e-005 2.0000e-005 0.6544
Total 5.1000e0040.0152 5.6000e-003 7.0000e-005 2.9200e-003 1.4000e-004 3.0500e-003 7.9000e-004 1.3000e-004 9.2000e-004 0.0000 Worker 2.4000e- 1.0000e-005 9.0000e-004 0.0000 9.0000e-004 2.4000e-004 0.0000 2.4000e-004 0.0000 0.6494 0.6494 004

1.4000e-004 2.0500e-003
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

10.3759 10.3759 9.0000e-005 1.5100e-003 10.8291

0.0000 0.0000 0.0000
Vendor 6.7000e0040.0273 8.2000e-003 1.1000e-004 3.9500e-003 1.7000e-004 4.1200e-003 1.1400e-003 1.6000e-004 1.3000e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

68.3439 68.3439 2.7400e-003 0.0000 68.4124

2.7400e-003 0.0000 68.4124
Total 0.0340 0.2063 0.4201 8.0000e-004 3.8500e-003 3.8500e-003 3.8500e-003 3.8500e-003 0.0000 Off-Road 0.0340 0.2063 0.4201 8.0000e-004 3.8500e-003 3.8500e-003 3.8500e-003 3.8500e-003 0.0000 68.3439 68.3439 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2030
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

6.5417 6.5417 8.0000e-005 9.5000e-004 6.8253

3.0300e-003 0.0441

10.3759 10.3759 9.0000e-005 1.5100e-003 10.8291

0.0000 0.0000 0.0000
Vendor 6.7000e0040.0273 8.2000e-003 1.1000e-004 3.9500e-003 1.7000e-004 4.1200e-003 1.1400e-003 1.6000e-004 1.3000e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

68.3438 68.3438 2.7400e-003 0.0000 68.4123

2.7400e-003 0.0000 68.4123
Total 0.0340 0.2063 0.4201 8.0000e-004 3.8500e-003 3.8500e-003 3.8500e-003 3.8500e-003 0.0000 Off-Road 0.0340 0.2063 0.4201 8.0000e-004 3.8500e-003 3.8500e-003 3.8500e-003 3.8500e-003 0.0000 68.3438 68.3438 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

24.3341 24.3341 3.9000e-004 1.8400e-003 24.8942

3.0000e-004 3.3000e-004 14.0651
Total 5.8200e0030.0303 0.0523 2.5000e-004 0.0232 2.5000e-004 0.0234 6.2500e-003 2.4000e-004 6.4900e-003 0.0000 Worker 5.1500e- 1.4000e-004 0.0192 8.0000e-005 0.0193 5.1100e-003 8.0000e-005 5.1900e-003 0.0000 13.9582 13.9582 003

3.0300e-003 0.0441
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 120.1611 120.1611 1.8500e-003 9.0700e-003 122.9092

1.4000e-003 1.6100e-003 69.5019
Total 0.0276 0.1495 0.2531 1.2300e-003 0.1164 1.2400e-003 0.1176 0.0314 1.1700e-003 0.0326 0.0000 Worker 0.0243 0.0141 0.2123 7.0000e-004 0.0966 3.9000e-004 0.0970 0.0257 3.6000e-004 0.0260 0.0000 68.9866 68.9866

51.1745 51.1745 4.5000e-004 7.4600e-003 53.4073

0.0000 0.0000 0.0000
Vendor 3.3200e0030.1354 0.0408 5.3000e-004 0.0198 8.5000e-004 0.0207 5.7300e-003 8.1000e-004 6.5400e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
343.0336 343.0336 0.0138 0.0000 343.3777

0.0138 0.0000 343.3777
Total 0.1708 1.0355 2.1085 4.0400e-003 0.0193 0.0193 0.0193 0.0193 0.0000 Off-Road 0.1708 1.0355 2.1085 4.0400e-003 0.0193 0.0193 0.0193 0.0193 0.0000 343.0336 343.0336 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2031
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
Total 5.8200e- 24.3341 24.3341 3.9000e-004 1.8400e-003 24.8942 003

0.0303 0.0523 2.5000e-004 0.0232 2.5000e-004 0.0234 6.2500e-003 2.4000e-004 6.4900e-003 0.0000 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 120.1611 120.1611 1.8500e-003 9.0700e-003 122.9092

51.1745 51.1745 4.5000e-004 7.4600e-003 53.4073

0.0000 0.0000 0.0000
Vendor 3.3200e0030.1354 0.0408 5.3000e-004 0.0198 8.5000e-004 0.0207 5.7300e-003 8.1000e-004 6.5400e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
343.0332 343.0332 0.0138 0.0000 343.3773

0.0138 0.0000 343.3773
Total 0.1708 1.0355 2.1085 4.0400e-003 0.0193 0.0193 0.0193 0.0193 0.0000 Off-Road 0.1708 1.0355 2.1085 4.0400e-003 0.0193 0.0193 0.0193 0.0193 0.0000 343.0332 343.0332 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction On-Site

58.9768 58.9768 8.7000e-004 4.4300e-003 60.3184

6.5000e-004 7.8000e-004 34.1319
Total 0.0130 0.0733 0.1221 6.0000e-004 0.0580 6.0000e-004 0.0586 0.0156 5.7000e-004 0.0162 0.0000 Worker 0.0114 6.5800e-003 0.1019 3.4000e-004 0.0481 1.8000e-004 0.0483 0.0128 1.7000e-004 0.0130 0.0000 33.8841 33.8841

25.0927 25.0927 2.2000e-004 3.6500e-003 26.1865

0.0000 0.0000 0.0000
Vendor 1.6200e0030.0667 0.0202 2.6000e-004 9.8700e-003 4.2000e-004 0.0103 2.8500e-003 4.0000e-004 3.2500e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
170.8597 170.8597 6.8500e-003 0.0000 171.0310

6.8500e-003 0.0000 171.0310
Total 0.0851 0.5158 1.0502 2.0100e-003 9.6300e-003 9.6300e-003 9.6300e-003 9.6300e-003 0.0000 Off-Road 0.0851 0.5158 1.0502 2.0100e-003 9.6300e-003 9.6300e-003 9.6300e-003 9.6300e-003 0.0000 170.8597 170.8597 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

3.3 Building Construction - 2032
Unmitigated Construction On-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.4 Paving - 2030
Unmitigated Construction On-Site

58.9768 58.9768 8.7000e-004 4.4300e-003 60.3184

25.0927 25.0927 2.2000e-004 3.6500e-003 26.1865

0.0000 0.0000 0.0000
Vendor 1.6200e0030.0667 0.0202 2.6000e-004 9.8700e-003 4.2000e-004 0.0103 2.8500e-003 4.0000e-004 3.2500e-003 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4
Mitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
170.8595 170.8595 6.8500e-003 0.0000 171.0308

6.8500e-003 0.0000 171.0308
Total 0.0851 0.5158 1.0502 2.0100e-003 9.6300e-003 9.6300e-003 9.6300e-003 9.6300e-003 0.0000 Off-Road 0.0851 0.5158 1.0502 2.0100e-003 9.6300e-003 9.6300e-003 9.6300e-003 9.6300e-003 0.0000 170.8595 170.8595 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Mitigated Construction On-Site

6.9314 6.9314 9.0000e-005 9.5000e-004 7.2179

2.0000e-005 2.0000e-005 1.0470
Total 6.5000e0040.0153 6.8300e-003 7.0000e-005 3.4500e-003 1.5000e-004 3.5900e-003 9.3000e-004 1.4000e-004 1.0700e-003 0.0000 Worker 3.8000e- 1.0000e-005 1.4300e-003 1.0000e-005 1.4400e-003 3.8000e-004 1.0000e-005 3.9000e-004 0.0000 1.0391 1.0391 004

2.3000e-004 3.2800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

7.0000e-005 9.3000e-004 6.1709
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 2.7000e- 6.0000e-005 2.0200e-003 1.4000e-004 2.1500e-003 5.5000e-004 1.3000e-004 6.8000e-004 0.0000 5.8923 5.8923 004

0.0150 3.5500e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

8.4000e-004 0.0000 17.6099
Unmitigated Construction Off-Site
Total 0.0104 0.0561 0.1178 2.1000e-004 2.2800e-003 2.2800e-003 2.2800e-003 2.2800e-003 0.0000 17.5888 17.5888

0.0000 0.0000 0.0000 0.0000 0.0000

8.4000e-004 0.0000 17.6099
Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0104 0.0561 0.1178 2.1000e-004 2.2800e-003 2.2800e-003 2.2800e-003 2.2800e-003 0.0000 17.5888 17.5888 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

3.5 Architectural Coating - 2032
Unmitigated Construction On-Site

6.9314 6.9314 9.0000e-005 9.5000e-004 7.2179

2.3000e-004 3.2800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0150 3.5500e-003
CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

8.4000e-004 0.0000 17.6099
Mitigated Construction Off-Site
Total 0.0104 0.0561 0.1178 2.1000e-004 2.2800e-003 2.2800e-003 2.2800e-003 2.2800e-003 0.0000 17.5888 17.5888

0.0000 0.0000 0.0000 0.0000 0.0000

0.9585 0.9585 2.0000e-005 2.0000e-005 0.9655

2.0000e-005 2.0000e-005 0.9655
Total 3.2000e0041.9000e-004 2.8800e-003 1.0000e-005 1.3600e-003 1.0000e-005 1.3700e-003 3.6000e-004 0.0000 3.7000e-004 0.0000 Worker 3.2000e- 1.0000e-005 1.3600e-003 1.0000e-005 1.3700e-003 3.6000e-004 0.0000 3.7000e-004 0.0000 0.9585 0.9585 004

1.9000e-004 2.8800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

9.0000e-005 0.0000 2.3003
Unmitigated Construction Off-Site
Total 0.3546 7.7100e-003 0.0162 3.0000e-005 1.8000e-004 1.8000e-004 1.8000e-004 1.8000e-004 0.0000 2.2979 2.2979

2.2979 2.2979 9.0000e-005 0.0000 2.3003

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

0.9585 0.9585 2.0000e-005 2.0000e-005 0.9655

1.9000e-004 2.8800e-003

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 CH4 N2O CO2e
Category tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

9.0000e-005 0.0000 2.3003
Mitigated Construction Off-Site
Total 0.3546 7.7100e-003 0.0162 3.0000e-005 1.8000e-004 1.8000e-004 1.8000e-004 1.8000e-004 0.0000 2.2979 2.2979

2.2979 2.2979 9.0000e-005 0.0000 2.3003

0.0000 0.0000 0.0000
Off-Road 1.1800e0037.7100e-003 0.0162 3.0000e-005 1.8000e-004 1.8000e-004 1.8000e-004 1.8000e-004 0.0000 Archit. Coating 0.3535 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 N2O CO2e
Category tons/yr MT/yr
ROG NOx CO SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4 PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Supermarket 9.50 7.30 7.30 6.50 74.50 19.00 34 30 36
Strip Mall 9.50 7.30 7.30 16.60 64.40 19.00 45 40 15
Parking Lot 9.50 7.30 7.30 0.00 0.00 0.00 0 0 0
Medical Office Building 9.50 7.30 7.30 29.60 51.40 19.00 60 30 10 General Office Building 9.50 7.30 7.30 33.00 48.00 19.00 77 19 4 Apartments Mid Rise 10.80 7.30 7.50 44.00 18.80 37.20 86 11 3 Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by

4.3 Trip Type Information
Miles Trip % Trip Purpose %
1,597,863
Total 2,462.81 2,874.91 2,413.53 4,068,873 4,068,873
Supermarket 1,195.94 1,989.34 1864.46 1,597,863
Strip Mall 376.72 357.34 173.66 531,222 531,222
Parking Lot 0.00 0.00 0.00
149,764
Medical Office Building 334.08 82.27 13.63 493,871 493,871 General Office Building 82.79 18.79 5.95 149,764
Annual VMT
Apartments Mid Rise 473.28 427.17 355.83 1,296,153 1,296,153 Land Use Weekday Saturday Sunday Annual VMT

0.0887 0.0626 1,254.1195

4.2 Trip Summary Information
Average Daily Trip Rate Unmitigated Mitigated
1,254.1195
Unmitigated 0.7857 0.8174 6.6207 0.0125 1.5109 9.5900e-003 1.5204 0.4036 8.9500e-003 0.4125 0.0000 1,233.2558 1,233.2558

0.0000 1,233.2558 1,233.2558 0.0887 0.0626
CO2e
Category tons/yr MT/yr
Mitigated 0.7857 0.8174 6.6207 0.0125 1.5109 9.5900e-003 1.5204 0.4036 8.9500e-003 0.4125 Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
ROG NOx CO SO2 Fugitive PM2.5 Total
PM10
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

68.9561 68.9561 1.3200e-003 1.2600e-003 69.3659

1.3200e-003 1.2600e-003 69.3659
NaturalGas
Unmitigated

6.9700e0030.0612 0.0375 3.8000e-004 4.8100e-003 4.8100e-003 4.8100e-003 4.8100e-003 0.0000 NaturalGas 3.8000e-004 4.8100e-003 4.8100e-003 4.8100e-003 4.8100e-003 0.0000 68.9561 68.9561 Mitigated

6.9700e0030.0612 0.0375
111.5588 111.5588 0.0181 2.1900e-003 112.6619

0.0181 2.1900e-003 112.6619
Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000
Electricity Mitigated 0.0000 0.0000 0.0000 0.0000 0.0000 111.5588 111.5588 N2O CO2e
Category tons/yr MT/yr
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2 CH4

5.0 Energy Detail
Historical Energy Use: N

5.1 Mitigation Measures Energy
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5

0.001076 0.00258
Supermarket 0.547927 0.055104 0.189836 0.130415 0.021966 0.005706 0.010237 0.008984 0.001042 0.000530 0.024593 0.001076 0.00258

0.000530 0.024593 0.001076 0.00258
Strip Mall 0.547927 0.055104 0.189836 0.130415 0.021966 0.005706 0.010237 0.008984 0.001042 0.000530 0.024593 Parking Lot 0.547927 0.055104 0.189836 0.130415 0.021966 0.005706 0.010237 0.008984 0.001042

0.001076 0.00258
Medical Office Building 0.547927 0.055104 0.189836 0.130415 0.021966 0.005706 0.010237 0.008984 0.001042 0.000530 0.024593 0.001076 0.00258

0.000530 0.024593 0.001076 0.00258
General Office Building 0.547927 0.055104 0.189836 0.130415 0.021966 0.005706 0.010237 0.008984 0.001042 0.000530 0.024593 Apartments Mid Rise 0.547927 0.055104 0.189836 0.130415 0.021966 0.005706 0.010237 0.008984 0.001042 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH

4.4 Fleet Mix
Land Use LDA LDT1 LDT2
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

38.9132 7.5000e-004 7.1000e0042.7200e- 39.1445
003
Apartments Mid 0.0143 2.1000e-004 2.7200e-003 2.7200e-003 2.7200e-003 0.0000 38.9132 Rise
729206 3.9300e-003 0.0336
CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
Mitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5

68.9561 1.3300e-003 1.2500e0034.8100e- 69.3659
003
Total 6.9700e-003 0.0612 0.0375 3.8000e-004 4.8100e-003 4.8100e-003 4.8100e-003 0.0000 68.9561

13.3341 13.3341 2.6000e-004 2.4000e00413.4134

2.0000e0051.0677
Supermarket 249872 1.3500e-003 0.0123 0.0103 7.0000e-005 9.3000e-004 9.3000e-004 9.3000e0049.3000e-004 0.0000

7.0000e-005 0.0000 1.0614 1.0614 2.0000e-005

0.0000 0.0000 0.0000 0.0000
Strip Mall 19890 1.1000e-004 9.7000e-004 8.2000e-004 1.0000e-005 7.0000e-005 7.0000e-005 7.0000e005 Parking Lot 0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

8.2991 8.2991 1.6000e-004 1.5000e0048.3485

1.3000e0047.3919
Medical Office
Building
155520 8.4000e-004 7.6200e-003 6.4000e-003 5.0000e-005 5.8000e-004 5.8000e-004 5.8000e0045.8000e-004 0.0000

5.1000e-004 0.0000 7.3482 7.3482 1.4000e-004

38.9132 7.5000e-004 7.1000e00439.1445
General Office
Building
137700 7.4000e-004 6.7500e-003 5.6700e-003 4.0000e-005 5.1000e-004 5.1000e-004 5.1000e004

2.7200e003Apartments Mid 0.0143 2.1000e-004 2.7200e-003 2.7200e-003 2.7200e-003 0.0000 38.9132 Rise
729206 3.9300e-003 0.0336
CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Exhaust
PM2.5
PM2.5 Total Bio- CO2 NBio- CO2 Total CO2

5.2 Energy by Land Use - NaturalGas
Unmitigated
NaturalGas
Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

8.3000e-004 42.4884
Total 111.5588 0.0181 2.1900e-003 112.6619
Supermarket 454720 42.0724 6.8100e-003

3.0000e-005 1.4520
Strip Mall 88315 8.1712 1.3200e-003 1.6000e-004 8.2520
Parking Lot 15540 1.4378 2.3000e-004

68.9561 1.3300e-003 1.2500e00369.3659

5.3 Energy by Land Use - Electricity

4.8100e003Total 6.9700e-003 0.0612 0.0375 3.8000e-004 4.8100e-003 4.8100e-003 4.8100e-003 0.0000 68.9561

13.3341 13.3341 2.6000e-004 2.4000e00413.4134

2.0000e0051.0677
Supermarket 249872 1.3500e-003 0.0123 0.0103 7.0000e-005 9.3000e-004 9.3000e-004 9.3000e0049.3000e-004 0.0000

7.0000e-005 0.0000 1.0614 1.0614 2.0000e-005

8.2991 8.2991 1.6000e-004 1.5000e0048.3485

1.3000e0047.3919
Medical Office
Building
155520 8.4000e-004 7.6200e-003 6.4000e-003 5.0000e-005 5.8000e-004 5.8000e-004 5.8000e0045.8000e-004 0.0000 General Office 5.1000e-004 0.0000 7.3482 7.3482 1.4000e-004 Building
137700 7.4000e-004 6.7500e-003 5.6700e-003 4.0000e-005 5.1000e-004 5.1000e-004 5.1000e004 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Exhaust Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
PM10
PM10 Total Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total

6.0 Area Detail

6.1 Mitigation Measures Area
ROG NOx CO SO2 Fugitive
PM10

8.3000e-004 42.4884
Total 111.5588 0.0181 2.1900e-003 112.6619
Supermarket 454720 42.0724 6.8100e-003

3.0000e-005 1.4520
Strip Mall 88315 8.1712 1.3200e-003 1.6000e-004 8.2520
Parking Lot 15540 1.4378 2.3000e-004

2.6000e-004 13.6369
Medical Office
Building
164832 15.2509 2.4700e-003 3.0000e-004 15.4017
General Office
Building
145945 13.5034 2.1800e-003
Land Use kWh/yr t
o
n
MT/yr
Apartments Mid
Rise
336379 31.1231 5.0400e-003 6.1000e-004 31.4308
Mitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Exhaust CH4 N2O CO2e
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.4100e-003 0.0000 1.5044
Mitigated
Total 0.5807 0.0103 0.8967 5.0000e-005 4.9800e-003 4.9800e-003 4.9800e-003 4.9800e-003 0.0000 1.4693 1.4693

1.4693 1.4693 1.4100e-003 0.0000 1.5044

0.0000 0.0000 0.0000
Landscaping 0.0269 0.0103 0.8967 5.0000e-005 4.9800e-003 4.9800e-003 4.9800e-003 4.9800e-003 0.0000 Hearth 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.4747 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0791
CH4 N2O CO2e
SubCategory tons/yr MT/yr
Exhaust
PM2.5
SO2 Fugitive PM2.5 Total Bio- CO2 NBio- CO2 Total CO2
PM10
Exhaust
PM10
PM10 Total Fugitive
PM2.5
ROG NOx CO

1.4100e-003 0.0000 1.5044

6.2 Area by SubCategory
Unmitigated

1.5044
Unmitigated 0.5807 0.0103 0.8967 5.0000e-005 4.9800e-003 4.9800e-003 4.9800e-003 4.9800e-003 0.0000 1.4693 1.4693

0.0000 1.4693 1.4693 1.4100e-003 0.0000
Category tons/yr MT/yr
Mitigated 0.5807 0.0103 0.8967 5.0000e-005 4.9800e-003 4.9800e-003 4.9800e-003 4.9800e-003 CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

21.0897

7.2 Water by Land Use
Unmitigated
Unmitigated 10.1714 0.3398 8.1300e-003
CO2e
Category t
o
n
MT/yr
Mitigated 10.1714 0.3398 8.1300e-003 21.0897
Total CO2 CH4 N2O

1.4100e-003 0.0000 1.5044

7.0 Water Detail

7.1 Mitigation Measures Water
Total 0.5807 0.0103 0.8967 5.0000e-005 4.9800e-003 4.9800e-003 4.9800e-003 4.9800e-003 0.0000 1.4693 1.4693

1.4693 1.4693 1.4100e-003 0.0000 1.5044

0.0000 0.0000 0.0000 0.0000 0.0000

0.0000 0.0000 0.0000
Consumer Products 0.4747 0.0000 0.0000 0.0000 0.0000 0.0000 Architectural 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Coating

0.0791
SubCategory tons/yr MT/yr
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied

1.1800e-003 3.1230
Medical Office
Building

1.20461 /

0.22945

1.0596 0.0394 9.4000e-004 2.3238
General Office
Building

1.51074 /

0.925935

1.5355 0.0494
Land Use Mgal t
o
n
MT/yr
Apartments Mid
Rise

5.6684 /

3.57356

5.7934 0.1854 4.4400e-003 11.7502
Mitigated
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e

1.0800e-003 2.5912
Total 10.1714 0.3398 8.1300e-003 21.0897
Supermarket 1.3806 /

0.0426991

1.1430 0.0451

0.0000 0.0000
Strip Mall 0.629616 /

0.385894

0.6399 0.0206 4.9000e-004 1.3015
Parking Lot 0 / 0 0.0000 0.0000

1.1800e-003 3.1230
Medical Office
Building

1.20461 /

0.22945

1.0596 0.0394 9.4000e-004 2.3238
General Office
Building

1.51074 /

0.925935

1.5355 0.0494
Land Use Mgal t
o
n
MT/yr
Apartments Mid
Rise

5.6684 /

3.57356

5.7934 0.1854 4.4400e-003 11.7502
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied 112.5041

8.2 Waste by Land Use
Unmitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e
Unmitigated 45.4111 2.6837 0.0000
t
o
n
MT/yr
Mitigated 45.4111 2.6837 0.0000 112.5041

8.0 Waste Detail

8.1 Mitigation Measures Waste
Category/Year
Total CO2 CH4 N2O CO2e

1.0800e-003 2.5912
Total 10.1714 0.3398 8.1300e-003 21.0897
Supermarket 1.3806 /

0.0426991

1.1430 0.0451

0.0000 0.0000
Strip Mall 0.629616 /

0.385894

0.6399 0.0206 4.9000e-004 1.3015
Parking Lot 0 / 0 0.0000 0.0000
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied Supermarket 63.17 12.8229 0.7578 0.0000 31.7683

0.0000 0.0000
Strip Mall 8.93 1.8127 0.1071 0.0000 4.4909
Parking Lot 0 0.0000 0.0000

0.0000 3.9780
Medical Office
Building
103.68 21.0461 1.2438 0.0000 52.1408
General Office
Building

7.91 1.6057 0.0949
Land Use tons t
o
n
MT/yr
Apartments Mid
Rise

40.02 8.1237 0.4801 0.0000 20.1261
Mitigated
Waste
Disposed
Total CO2 CH4 N2O CO2e

0.0000 31.7683
Total 45.4111 2.6837 0.0000 112.5041
Supermarket 63.17 12.8229 0.7578

0.0000 0.0000
Strip Mall 8.93 1.8127 0.1071 0.0000 4.4909
Parking Lot 0 0.0000 0.0000

0.0000 3.9780
Medical Office
Building
103.68 21.0461 1.2438 0.0000 52.1408
General Office
Building

7.91 1.6057 0.0949
Land Use tons t
o
n
MT/yr
Apartments Mid
Rise

40.02 8.1237 0.4801 0.0000 20.1261
CalEEMod Version: CalEEMod.2020.4.0 Page 1 of 1
Date: 6/13/2022 4:28 PM
John Abbott Mixed Use Project - Phase 7 Construction - Monterey Bay Unified APCD Air District, Annual EMFAC Off-Model Adjustment Factors for Gasoline Light Duty Vehicle to Account for the SAFE Vehicle Rule Applied User Defined Equipment
Equipment Type Number

10.0 Stationary Equipment
Fire Pumps and Emergency Generators

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year
Total 45.4111 2.6837 0.0000 112.5041

2584
2584
2584
2584
2584
2584

HP: 0 to 100 0.0588 0.0529
Construction Equipment #
Hours per
Day Horsepower
Load
Factor Construction Phase
Fuel Used
(gallons)
Concrete/Industrial Saws 1 8 81 0.73 Demolition Phase 973 Rubber Tired Dozers 1 8 247 0.4 Demolition Phase 1,462
Tractors/Loaders/Backhoes 3 8 97 0.37 Demolition Phase 1,772 Graders 1 8 187 0.41 Grading Phase 357
Tractors/Loaders/Backhoes 2 7 97 0.37 Grading Phase 325 Rubber Tired Dozers 1 8 247 0.4 Grading Phase 460
Cranes 1 8 231 0.29 Building Construction Phase 11,161
Forklifts 2 7 89 0.2 Building Construction Phase 5,770
Generator Sets 1 8 84 0.74 Building Construction Phase 11,514 Tractors/Loaders/Backhoes 1 6 97 0.37 Building Construction Phase 4,986 Welders 3 8 46 0.45 Building Construction Phase 11,502
Air Compressors 1 6 78 0.48 Architectural Coating Phase 224 Pavers 1 8 130 0.42 Paving Phase 393
Paving Equipment 1 8 132 0.36 Paving Phase 342
Tractors/Loaders/Backhoes 1 8 97 0.37 Paving Phase 287
Rollers 2 8 80 0.38 Paving Phase 486
Cement and Mortar Mixers 1 8 9 0.56 Paving Phase 40
Total Fuel Used 52,052
(Gallons)
Demolition Phase
Grading Phase
Building Construction Phase
Paving Phase
Architectural Coating Phase
Total Days
MPG [2] Trips
Fuel Used
(gallons)

24.1 13 203.90

24.1 10 49.29

24.1 51 9004.78

24.1 15 114.27

24.1 10 76.18
Total 9,448.43
MPG [2] Trips
Fuel Used
(gallons)

7.5 1300 3466.67
Building Construction Phase
Paving Phase
Trip Class Trip Length (miles)

10.8 HAULING AND VENDOR TRIPS
Demolition Phase 20.0

10.8 394
Last Updated: 7/21/2022
Compression-Ignition Engine Brake-Specific Fuel Consumption (BSFC) Factors [1]:

HP: Greater than 100
Values above are expressed in gallons per horsepower-hour/BSFC.

CONSTRUCTION EQUIPMENT
Construction Phase Days of Operation
35 11
17 17

WORKER TRIPS
Constuction Phase
Architectural Coating Phase
Demolition Phase
Grading Phase
Trip Length (miles)
474

10.8 10.8

10.8 HAULING TRIPS
1 8/17/2022 11:14 AM
John Street and Abbott Street Mixed Use Development Project - Phase 1

7.5 106 282.67

7.5 0 0.00

7.5 105 280.00

7.5 0 0.00
Total 4,029.33

7.5 0 0.00

7.5 20 7669.87

7.5 0 0.00

7.5 0 0.00
Total 7,669.87
9,448
63,751
Sources:
[1] United States Environmental Protection Agency. 2021. Exhaust and Crankcase Emission Factors for Nonroad Compression-Ignition Engines in MOVES3.0.2 . September. Available at: https://www.epa.gov/system/files/documents/2021-08/420r21021.pdf. [2] United States Department of Transportation, Bureau of Transportation Statistics. 2021. National Transportation Statistics . Available at:
https://www.bts.gov/topics/national-transportation-statistics.

Total Gasoline Consumption (gallons)
Total Diesel Consumption (gallons)
Building Construction Phase 20.0
Paving Phase 20.0
Architectural Coating Phase 7.3

VENDOR TRIPS
Grading Phase 7.3
Architectural Coating Phase 20.0
Building Construction Phase 7.3
Demolition Phase 7.3
Grading Phase 20.0
Paving Phase 7.3
2 8/17/2022 11:14 AM
HP: 0 to 100 0.0588 0.0529
Construction Equipment #
Hours per
Day Horsepower
Load
Factor Construction Phase
Fuel Used
(gallons)
Graders 1 8 187 0.41 Grading Phase 486
Excavators 1 8 158 0.38 Grading Phase 381
Rubber Tired Dozers 1 8 247 0.4 Grading Phase 627
Tractors/Loaders/Backhoes 3 8 97 0.37 Grading Phase 759 Cranes 1 7 231 0.29 Building Construction Phase 10,535
Forklifts 3 8 89 0.2 Building Construction Phase 10,669 Generator Sets 1 8 84 0.74 Building Construction Phase 12,419 Tractors/Loaders/Backhoes 3 7 97 0.37 Building Construction Phase 18,823 Welders 1 8 46 0.45 Building Construction Phase 4,136
Air Compressors 1 6 78 0.48 Architectural Coating Phase 238 Pavers 1 8 130 0.42 Paving Phase 416
Paving Equipment 2 6 132 0.36 Paving Phase 543
Rollers 2 6 80 0.38 Paving Phase 386
Cement and Mortar Mixers 2 6 9 0.56 Paving Phase 64
Tractors/Loaders/Backhoes 1 8 97 0.37 Paving Phase 304
Total Fuel Used 60,785
(Gallons)
Grading Phase
Building Construction Phase
Paving Phase
Architectural Coating Phase
Total Days
MPG [2] Trips
Fuel Used
(gallons)

24.1 15 100.83

24.1 40 7618.26

24.1 20 161.33

24.1 8 64.53
Total 7,944.95
MPG [2] Trips
Fuel Used
(gallons)

7.5 166 442.67

7.5 0 0.00

7.5 166 442.67

7.5 0 0.00
Total 885.33
Building Construction Phase
Paving Phase
Trip Class Trip Length (miles)

10.8 HAULING AND VENDOR TRIPS
Building Construction Phase 20.0
Paving Phase 20.0

10.8 10.8

20.0 425
Last Updated: 7/21/2022
Compression-Ignition Engine Brake-Specific Fuel Consumption (BSFC) Factors [1]:

HP: Greater than 100
Values above are expressed in gallons per horsepower-hour/BSFC.

CONSTRUCTION EQUIPMENT
Construction Phase Days of Operation
15 18
18 WORKER TRIPS
Constuction Phase
Architectural Coating Phase
Grading Phase
Trip Length (miles)
476

10.8 HAULING TRIPS
Architectural Coating Phase 20.0
Grading Phase
1 8/17/2022 11:15 AM
John Street and Abbott Street Mixed Use Development Project - Phase 2

7.5 0 0.00

7.5 12 4964.00

7.5 0 0.00

7.5 0 0.00
Total 4,964.00
7,945
66,634
Sources:
[1] United States Environmental Protection Agency. 2021. Exhaust and Crankcase Emission Factors for Nonroad Compression-Ignition Engines in MOVES3.0.2 . September. Available at: https://www.epa.gov/system/files/documents/2021-08/420r21021.pdf. [2] United States Department of Transportation, Bureau of Transportation Statistics. 2021. National Transportation Statistics . Available at:
https://www.bts.gov/topics/national-transportation-statistics.

Total Gasoline Consumption (gallons)
Total Diesel Consumption (gallons)
Architectural Coating Phase 0.0

VENDOR TRIPS
Grading Phase 0.0
Building Construction Phase 7.3
Paving Phase 0.0
2 8/17/2022 11:15 AM
HP: 0 to 100 0.0588 0.0529
Construction Equipment #
Hours per
Day Horsepower
Load
Factor Construction Phase
Fuel Used
(gallons)
Graders 1 8 187 0.41 Grading Phase 324
Excavators 1 8 158 0.38 Grading Phase 254
Rubber Tired Dozers 1 8 247 0.4 Grading Phase 418
Tractors/Loaders/Backhoes 3 8 97 0.37 Grading Phase 506 Cranes 1 7 231 0.29 Building Construction Phase 7,312
Forklifts 3 8 89 0.2 Building Construction Phase 7,406
Generator Sets 1 8 84 0.74 Building Construction Phase 8,621 Tractors/Loaders/Backhoes 3 7 97 0.37 Building Construction Phase 13,066 Welders 1 8 46 0.45 Building Construction Phase 2,871
Air Compressors 1 6 78 0.48 Architectural Coating Phase 238 Pavers 1 8 130 0.42 Paving Phase 416
Paving Equipment 2 6 132 0.36 Paving Phase 543
Cement and Mortar Mixers 2 6 9 0.56 Paving Phase 64
Rollers 2 6 80 0.38 Paving Phase 386
Tractors/Loaders/Backhoes 1 8 97 0.37 Paving Phase 304
Total Fuel Used 42,726
(Gallons)
Grading Phase
Building Construction Phase
Paving Phase
Architectural Coating Phase
Total Days
MPG [2] Trips
Fuel Used
(gallons)

24.1 15 67.22

24.1 13 1718.59

24.1 20 161.33

24.1 3 24.20
Total 1,971.34
MPG [2] Trips
Fuel Used
(gallons)

7.5 166 442.67

7.5 0 0.00

7.5 166 442.67

7.5 0 0.00
Total 885.33

HAULING TRIPS
Architectural Coating Phase 0.0
Grading Phase
18 18

WORKER TRIPS
Constuction Phase
Architectural Coating Phase
Grading Phase
Trip Length (miles)
341

10.8 295
Last Updated: 7/21/2022
Compression-Ignition Engine Brake-Specific Fuel Consumption (BSFC) Factors [1]:

HP: Greater than 100
Values above are expressed in gallons per horsepower-hour/BSFC.

CONSTRUCTION EQUIPMENT
Construction Phase Days of Operation
10 Building Construction Phase
Paving Phase
Trip Class Trip Length (miles)

10.8 HAULING AND VENDOR TRIPS
Building Construction Phase 0.0
Paving Phase 20.0

10.8 10.8

20.0 1 8/17/2022 11:17 AM
John Street and Abbott Street Mixed Use Development Project - Phase 3

7.5 0 0.00

7.5 6 1722.80

7.5 0 0.00

7.5 0 0.00
Total 1,722.80
1,971
45,334
Architectural Coating Phase 0.0

VENDOR TRIPS
Grading Phase 0.0
Building Construction Phase 7.3
Paving Phase 0.0
Sources:
[1] United States Environmental Protection Agency. 2021. Exhaust and Crankcase Emission Factors for Nonroad Compression-Ignition Engines in MOVES3.0.2 . September. Available at: https://www.epa.gov/system/files/documents/2021-08/420r21021.pdf. [2] United States Department of Transportation, Bureau of Transportation Statistics. 2021. National Transportation Statistics . Available at:
https://www.bts.gov/topics/national-transportation-statistics.

Total Gasoline Consumption (gallons)
Total Diesel Consumption (gallons)
2 8/17/2022 11:17 AM
HP: 0 to 100 0.0588 0.0529
Construction Equipment #
Hours per
Day Horsepower
Load
Factor Construction Phase
Fuel Used
(gallons)
Graders 1 6 187 0.41 Grading Phase 122
Rubber Tired Dozers 1 6 247 0.4 Grading Phase 157
Tractors/Loaders/Backhoes 1 7 97 0.37 Grading Phase 74
Cranes 1 4 231 0.29 Building Construction Phase 3,343
Forklifts 2 6 89 0.2 Building Construction Phase 2,962
Tractors/Loaders/Backhoes 2 8 97 0.37 Building Construction Phase 7,964 Air Compressors 1 6 78 0.48 Architectural Coating Phase 66 Pavers 1 7 130 0.42 Paving Phase 101
Cement and Mortar Mixers 4 6 9 0.56 Paving Phase 36
Rollers 1 7 80 0.38 Paving Phase 63
Tractors/Loaders/Backhoes 1 7 97 0.37 Paving Phase 74
Total Fuel Used 14,960
(Gallons)
Grading Phase
Building Construction Phase
Paving Phase
Architectural Coating Phase
Total Days
MPG [2] Trips
Fuel Used
(gallons)

24.1 8 17.93

24.1 9 951.83

24.1 18 40.33

24.1 2 4.48
Total 1,014.57
MPG [2] Trips
Fuel Used
(gallons)

7.5 50 133.33

7.5 0 0.00

7.5 50 133.33

7.5 0 0.00
Total 266.67

7.5 0 0.00

7.5 4 918.83

7.5 0 0.00
Architectural Coating Phase 7.5 0 0.0 0.00

HAULING TRIPS

VENDOR TRIPS
Grading Phase 0.0
Architectural Coating Phase 0.0
Building Construction Phase 7.3
Grading Phase
Paving Phase 0.0
5 5

WORKER TRIPS
Constuction Phase
Architectural Coating Phase
Grading Phase
Trip Length (miles)
251

10.8 236
John Street and Abbott Street Mixed Use Development Project - Phase 4 Last Updated: 7/21/2022
Compression-Ignition Engine Brake-Specific Fuel Consumption (BSFC) Factors [1]:

HP: Greater than 100
Values above are expressed in gallons per horsepower-hour/BSFC.

CONSTRUCTION EQUIPMENT
Construction Phase Days of Operation
5 Building Construction Phase
Paving Phase
Trip Class Trip Length (miles)

10.8 HAULING AND VENDOR TRIPS
Building Construction Phase 0.0
Paving Phase 20.0

10.8 10.8

20.0 1 8/17/2022 11:25 AM
Total 918.83
1,015
16,145
Sources:
[1] United States Environmental Protection Agency. 2021. Exhaust and Crankcase Emission Factors for Nonroad Compression-Ignition Engines in MOVES3.0.2 . September. Available at: https://www.epa.gov/system/files/documents/2021-08/420r21021.pdf. [2] United States Department of Transportation, Bureau of Transportation Statistics. 2021. National Transportation Statistics . Available at:
https://www.bts.gov/topics/national-transportation-statistics.

Total Gasoline Consumption (gallons)
Total Diesel Consumption (gallons)
2 8/17/2022 11:25 AM
HP: 0 to 100 0.0588 0.0529
Construction Equipment #
Hours per
Day Horsepower
Load
Factor Construction Phase
Fuel Used
(gallons)
Graders 1 8 187 0.41 Grading Phase 162
Rubber Tired Dozers 1 8 247 0.4 Grading Phase 209
Tractors/Loaders/Backhoes 2 7 97 0.37 Grading Phase 148 Cranes 1 6 231 0.29 Building Construction Phase 5,014
Forklifts 1 6 89 0.2 Building Construction Phase 1,481
Generator Sets 1 8 84 0.74 Building Construction Phase 6,896 Tractors/Loaders/Backhoes 1 6 97 0.37 Building Construction Phase 2,986 Welders 3 8 46 0.45 Building Construction Phase 6,890
Air Compressors 1 8 78 0.48 Architectural Coating Phase 176 Pavers 1 6 130 0.42 Paving Phase 173
Cement and Mortar Mixers 1 6 9 0.56 Paving Phase 18
Paving Equipment 1 8 132 0.36 Paving Phase 201
Rollers 1 7 80 0.38 Paving Phase 125
Tractors/Loaders/Backhoes 1 8 97 0.37 Paving Phase 169
Total Fuel Used 24,648
(Gallons)
Grading Phase
Building Construction Phase
Paving Phase
Architectural Coating Phase
Total Days
MPG [2] Trips
Fuel Used
(gallons)

24.1 10 22.41

24.1 34 3595.82

24.1 13 58.26

24.1 7 31.37
Total 3,707.85
MPG [2] Trips
Fuel Used
(gallons)

7.5 66 176.00

7.5 0 0.00

7.5 66 176.00

7.5 0 0.00
Total 352.00

7.5 0 0.00

HAULING TRIPS

VENDOR TRIPS
Grading Phase 0.0
Architectural Coating Phase 0.0
Grading Phase
10 10

WORKER TRIPS
Constuction Phase
Architectural Coating Phase
Grading Phase
Trip Length (miles)
261

10.8 236
John Street and Abbott Street Mixed Use Development Project - Phase 5 Last Updated: 7/21/2022
Compression-Ignition Engine Brake-Specific Fuel Consumption (BSFC) Factors [1]:

HP: Greater than 100
Values above are expressed in gallons per horsepower-hour/BSFC.

CONSTRUCTION EQUIPMENT
Construction Phase Days of Operation
5 Building Construction Phase
Paving Phase
Trip Class Trip Length (miles)

10.8 HAULING AND VENDOR TRIPS
Building Construction Phase 0.0
Paving Phase 20.0

10.8 10.8

20.0 1 8/17/2022 11:26 AM

7.5 9 2067.36

7.5 0 0.00

7.5 0 0.00
Total 2,067.36
3,708
27,068
Architectural Coating Phase 0.0
Building Construction Phase 7.3
Paving Phase 0.0
Sources:
[1] United States Environmental Protection Agency. 2021. Exhaust and Crankcase Emission Factors for Nonroad Compression-Ignition Engines in MOVES3.0.2 . September. Available at: https://www.epa.gov/system/files/documents/2021-08/420r21021.pdf. [2] United States Department of Transportation, Bureau of Transportation Statistics. 2021. National Transportation Statistics . Available at:
https://www.bts.gov/topics/national-transportation-statistics.

Total Gasoline Consumption (gallons)
Total Diesel Consumption (gallons)
2 8/17/2022 11:26 AM
HP: 0 to 100 0.0588 0.0529
Construction Equipment #
Hours per
Day Horsepower
Load
Factor Construction Phase
Fuel Used
(gallons)
Graders 1 8 187 0.41 Grading Phase 486
Excavators 1 8 158 0.38 Grading Phase 381
Rubber Tired Dozers 1 8 247 0.4 Grading Phase 627
Tractors/Loaders/Backhoes 3 8 97 0.37 Grading Phase 759 Cranes 1 7 231 0.29 Building Construction Phase 10,535
Forklifts 3 8 89 0.2 Building Construction Phase 10,669 Generator Sets 1 8 84 0.74 Building Construction Phase 12,419 Tractors/Loaders/Backhoes 3 7 97 0.37 Building Construction Phase 18,823 Welders 1 8 46 0.45 Building Construction Phase 4,136
Air Compressors 1 6 78 0.48 Architectural Coating Phase 238 Pavers 1 8 130 0.42 Paving Phase 416
Paving Equipment 2 6 132 0.36 Paving Phase 543
Rollers 2 6 80 0.38 Paving Phase 386
Tractors/Loaders/Backhoes 1 8 97 0.37 Paving Phase 304
Total Fuel Used 60,721
(Gallons)
Grading Phase
Building Construction Phase
Paving Phase
Architectural Coating Phase
Total Days
MPG [2] Trips
Fuel Used
(gallons)

24.1 15 100.83

24.1 137 26092.53

24.1 20 161.33

24.1 27 217.79
Total 26,572.48
MPG [2] Trips
Fuel Used
(gallons)

7.5 237 632.00

7.5 0 0.00

7.5 237 632.00

7.5 0 0.00
Total 1,264.00

7.5 0 0.00

HAULING TRIPS

VENDOR TRIPS
Grading Phase 0.0
Architectural Coating Phase 0.0
Grading Phase
18 18

WORKER TRIPS
Constuction Phase
Architectural Coating Phase
Grading Phase
Trip Length (miles)
476

10.8 425
John Street and Abbott Street Mixed Use Development Project - Phase 6 Last Updated: 7/21/2022
Compression-Ignition Engine Brake-Specific Fuel Consumption (BSFC) Factors [1]:

HP: Greater than 100
Values above are expressed in gallons per horsepower-hour/BSFC.

CONSTRUCTION EQUIPMENT
Construction Phase Days of Operation
15 Building Construction Phase
Paving Phase
Trip Class Trip Length (miles)

10.8 HAULING AND VENDOR TRIPS
Building Construction Phase 0.0
Paving Phase 20.0

10.8 10.8

20.0 1 8/17/2022 11:27 AM

7.5 38 15719.33

7.5 0 0.00

7.5 0 0.00
Total 15,719.33
26,572
77,704
Architectural Coating Phase 0.0
Building Construction Phase 7.3
Paving Phase 0.0
Sources:
[1] United States Environmental Protection Agency. 2021. Exhaust and Crankcase Emission Factors for Nonroad Compression-Ignition Engines in MOVES3.0.2 . September. Available at: https://www.epa.gov/system/files/documents/2021-08/420r21021.pdf. [2] United States Department of Transportation, Bureau of Transportation Statistics. 2021. National Transportation Statistics . Available at:
https://www.bts.gov/topics/national-transportation-statistics.

Total Gasoline Consumption (gallons)
Total Diesel Consumption (gallons)
2 8/17/2022 11:27 AM
OR
Annual VMT: 21,790,093
Daily Vehicle
Trips:

Average Trip
Distance:

Passenger Vehicles 24.1
Light-Med Duty Trucks 17.6
Heavy Trucks/Other 7.5
Motorcycles 44
Vehicle Type Percent Fuel Type
Annual VMT:

VMT Vehicle Trips: VMT
Fuel
Consumption
(Gallons)
Passenger Vehicles 55.07% Gasoline 11,999,151 0.00 497,890 Light-Medium Duty Trucks 37.39% Gasoline 8,146,858 0.00 462,890 Heavy Trucks/Other 5.11% Diesel 1,112,493 0.00 148,332
Motorcycle 2.44% Gasoline 531,613 0.00 12,082
972,862
148,332
Sources:
[1] United States Department of Transportation, Bureau of Transportation Statistics. 2021. National Transportation Statistics. Available at: https://www.bts.gov/topics/national-transportation-statistics.

0.000525

0.001050
Fleet Mix
Total Gasoline Consumption (gallons)
Total Diesel Consumption (gallons)
John Street and Abbott Street Mixed Use Development Project - Operational Last Updated: 8/1/2022

0.002502

0.024397
Light Duty Auto (LDA)
Light Duty Truck 1 (LDT1)
Light Duty Truck 2 (LDT2)
Medium Duty Vehicle (MDV)
Light Heavy Duty 1 (LHD1)
Light Heavy Duty 2 (LHD2)
Medium Heavy Duty (MHD)
Heavy Heavy Duty (HHD)
Other Bus (OBUS)
Urban Bus (UBUS)
School Bus (SBUS)
Motorhome (MH)
Fleet Class
Populate one of the following tables (Leave the other blank):

Fuel Economy (MPG) [1]
Motorcycle (MCY)
Annual VMT Daily Vehicle Trips
Fleet Mix

0.550670

0.055397

0.189443

0.129039

0.021412

0.005590

0.010094

0.008865

0.001017
3 8/17/2022 11:29 AM
Hazardous Materials Technical Study
John Street & Abbott Street
Mixed Use Development Project
Salinas, California
prepared for
City of Salinas
Community Development Department
65 West Alisal Street, 2nd Floor
Salinas, California 93901
prepared by
Rincon Consultants, Inc.

August 2022
Rincon Consultants, Inc.
2 5 1 1 G a r d e n R o ad , S u i t e C - 2 5 0
Monterey, California 93940
8 3 1 3 3 3 0 3 1 0
i n f o @ r i n c o n c o n s u l t a n t s . c o m
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E n v i r o n m e n t a l S c i e n t i s t s P l a n n e r s E n g i n e e r s August 10, 2022
Project No: 21-11684
Robert Latino, Associate Planner
Community Development Department
City of Salinas
65 West Alisal Street, 2nd Floor
Salinas, California 93901
Via email: [email protected]
Subject: Hazardous Materials Technical Study
John Street & Abbott Street Mixed Use Development Project Salinas, California
Dear Mr. Latino:

This report presents the findings of a Hazardous Materials Technical Study completed by Rincon Consultants, Inc. (Rincon) for the John Street & Abbott Street Mixed Use Development Project in Salinas, California. The Hazardous Materials Technical Study was performed in accordance with our proposal dated August 23, 2021.

Thank you for selecting Rincon for this project. If you have any questions, or if we can be of any future assistance, please contact us.

Sincerely,
Rincon Consultants, Inc.

Julie Lynne Welch Julie Doane-Allmon, PG #9252
Director of Due Diligence Senior Supervising Program Manager Savanna Vrevich
Environmental Scientist
John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
i
Table of Contents
Introduction ............................................................................................................................................ 1 Methodology .................................................................................................................................. 1 Project Description ......................................................................................................................... 3 Records Review ...................................................................................................................................... 5 Document Review ........................................................................................................................... 5 Historical Records ......................................................................................................................... 10 Landfills ......................................................................................................................................... 10 CalGEM Records............................................................................................................................ 10 NPMS Records .............................................................................................................................. 10 California Statewide PFAS Investigation ....................................................................................... 10 Site Reconnaissance ............................................................................................................................. 12 Current Use of the Project Site ..................................................................................................... 12 239 Abbott Street Building ........................................................................................................... 12 336 John Street Building ............................................................................................................... 12 348 Abbott Street Building ........................................................................................................... 12 Other Areas ................................................................................................................................... 13 Impact Summary................................................................................................................................... 14 Construction Impacts .................................................................................................................... 14 Operation Impacts ........................................................................................................................ 14 Recommendations ................................................................................................................................ 15 Mitigation Measures ..................................................................................................................... 15 Significance After Mitigation ........................................................................................................ 19 References ............................................................................................................................................ 20 Figures
Figure 1 Regional Location ............................................................................................................... 2 Figure 2 Project Location and Adjacent Land Use ............................................................................ 4 Figure 3 Areas of Hazardous Materials Concern .............................................................................. 6 Appendices
Appendix A Site Photographs
John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
1 Introduction
This report presents the findings of a Hazardous Materials Technical Study (HMTS) for the John Street & Abbott Street Mixed Use Development Project located in Salinas, California (project/project site; Figure 1). The HMTS was performed by Rincon Consultants, Inc. (Rincon).

The purpose of this HMTS is to provide a preliminary evaluation of the potential for environmental effects from hazardous materials and hazardous wastes for the project as a result of past or current activities in the area. Our report documents areas of potential environmental concern within the project site, which have or may have been impacted by hazardous materials or wastes and identifies environmental concerns that have the potential to impact the operation or construction of the proposed project.

Methodology
The scope of services conducted during the HMTS is outlined below:
 Performed a reconnaissance of the project site to identify obvious indicators of the existence of hazardous materials.
 Observed adjacent or nearby properties from public thoroughfares to see if such properties are likely to use, store, generate, or dispose of hazardous materials.  Reviewed environmental documents available online at the State Water Resources Control Board (SWRCB) GeoTracker website and the California Department of Toxic Substances Control (DTSC) EnviroStor website.
 Reviewed solid waste landfills near the project site using the California Department of Resources, Recycling, and Recovery (CalRecycle) Solid Waste Information System (SWIS) website.
 Reviewed oil and gas wells, and oil fields near the project site using the California Geologic Energy Management Division (CalGEM) website.
 Reviewed buried hazardous material pipelines near the project site using the Department of Transportation (USDOT), Pipeline and Hazardous Materials Safety Administration (PHMSA), National Pipeline Mapping System (NPMS) website.
 Reviewed per- and polyfluoroalkyl substances (PFAS) investigations near the project site using the SWRCB website.
 Reviewed reasonably ascertainable historical resources (e.g., aerial photographs, topographic maps) to assess the historical land use of the project site and adjacent properties.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
2 Figure 1 Regional Location
John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
3 Project Description
The John Street and Abbott Street Mixed Use Development Project would involve a multi-phase, mixed-use planned unit development (PUD) within nine future parcels within a 19.7-acre site located on the southeast corner of John and Abbott Streets in Salinas, California. In the short term, Phase 1 of the PUD would include a new extended stay hotel with 111 guest rooms in four stories, with outdoor patios and an interior pool. In the long term, buildout of the PUD would include seven phases; these phases include: 242 residential dwelling units within mixed use buildings and multifamily dwellings, retail, office, a remodel of the existing Butler building, new parking, pedestrian plazas and walking paths, new streets and internal drive accesses, widening of a portion of Abbott Street, and a new signalized intersection at Abbott Street and Maple Street. At its completion, the project would provide a variety of multi-family housing options, supporting uses, and be a pedestrian-friendly community with multiple exterior plazas and walkable paths between buildings. Low impact development would be incorporated into the project, and landscaping would include a mix of native and native-style plants and trees, watered with drip irrigation.

Location
The project site is located on the southeast corner of the John Street and Abbott Street intersection in the City of Salinas, Monterey County, California. The approximately 19.7-acre project site consists of 13 existing parcels and a portion of parcel #002-481-022-000, which have the following Assessor’s Parcel Numbers:
 002-481-022-000
 002-481-025-000
 002-481-026-000
 002-481-027-000
 002-481-028-000
 002-481-029-000
 002-481-030-000
 002-481-031-000
 002-481-032-000
 002-481-033-000
 002-481-034-000
 002-481-035-000
 002-371-039-000
 002-371-044-000
The project site is bound by John Street and California State Route 68 (SR 68) to the north, the Union Pacific Railroad tracks to the east, Spicer Street to the south, and Abbott Street to the west.

Access to the project site is provided via John, Abbott, and Spicer Streets. Regional access to the project site is provided via SR 68 and the John Street exit from U.S. Highway 101 (US 101).

Figure 1 shows the location of the project site in the region, and Figure 2 shows the project site in its neighborhood context.

Setting and Surrounding Land Uses
The project site is developed and currently occupied with commercial and light industrial uses, including a produce wholesaler, packing supply store, California Department of Motor Vehicles testing site, parking lots, and vehicle storage. Historically, the project site was used for agricultural processing and cooling. As shown in Figure 2, land uses surrounding the project site include commercial industrial uses to the north and to the east, general industrial uses to the south, and mixed use and residential uses to the west.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
4 Figure 2 Project Location and Adjacent Land Use
John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
5 Records Review
Document Review
A review of the DTSC EnviroStor database indicates that no cases or environmental documents are associated with the project site (DTSC 2022). However, the northern portion of the project site (308 and 336 John Street and 239 Abbott Street), including Lot 8 and Lot 9, is associated with an open Cleanup Program case with oversight by the Central Coast Regional Water Quality Control Board (RWQCB) (SWRCB 2022a). As part of the research effort, Rincon reviewed the six environmental documents available online for the case at the SWRCB GeoTracker website, which are discussed below. Areas of hazardous materials concern are depicted on Figure 3.

Phase I Environmental Site Assessment
The Phase I Environmental Site Assessment (ESA) prepared for an approximately 21-acre portion of the project site (308 and 336 John Street and 239 Abbott Street, the “property”) indicates that the property was occupied by food processing facilities, a warehouse, and a parking lot (Geare Group Consulting 2019). The historical aerial photographs reviewed as part of the 2019 Phase I ESA depict what appears to be a gasoline service station in the northwestern corner of the property from at least 1937 to 1968; several warehouse-type structures from at least 1937 to present day (one structure was no longer depicted by 2005); and railroad spurs from at least 1937 to 1968. The historical fire insurance maps reviewed as part of the 2019 Phase I ESA depict a produce packing facility with several packing warehouses, machine shop, and an oil storage warehouse from 1944 to 1969; an oil pump house was depicted in 1944; an automotive sales building was depicted in the northwestern corner of the property in 1964; and railroad spurs were depicted from at least 1944 to 1969. Potential historical addresses associated with the northwestern corner of the property indicate that a gasoline service station may have been present in 1952.

Monterey County Environmental Health Department records reviewed as part of the 2019 Phase I ESA indicate that site history has included hazardous waste generation from produce packing operations and automotive repair operations, and a 300-gallon waste oil aboveground storage tank (AST), from at least 1991 to 2015. Previous Phase I/II ESA reports prepared for the property and reviewed in the 2019 Phase I ESA indicate that a former Signal Oil Company facility operated at the northwestern corner of the property from at least 1944 to 1969, several possible underground storage tank (UST) locations were identified throughout the property, and one UST was discovered to have been closed-in-place in the central portion of the property in 2011 due to its proximity to a transformer pad.

During the site reconnaissance performed as part of the 2019 Phase I ESA, 55-gallon drums of chemicals, including cooling tower treatment chemicals, equipment cleaning and processing chemicals, and abandoned unidentified wastes were observed; one 500-gallon ammonia AST and one 300-gallon waste oil AST were observed at the property. A drainage trench was observed to drain process rinse water from the building at 239 Abbott Street to two unlined wastewater effluent ponds along the eastern boundary of the property; the ponds were observed to be dry and the open portions of the trench were observed to contain discolored fluids at the time of the 2019 site reconnaissance.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
6 Figure 3 Areas of Hazardous Materials Concern
John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
7 The 2019 Phase I ESA identified the following RECs for the property:
 Approximately thirty 55-gallon drums containing unidentified materials, abandoned in the 308/348 Abbott Street building
 Drainage trench with discolored fluids
 Effluent ponds (dry, but unlined)
The 2019 Phase I ESA also identified the closed-in-place 500-gallon diesel UST in the central portion of the property as a historical REC.

Other environmental issues identified in the 2019 Phase I ESA that the consultant concluded warrant further discussion included: a former gasoline service station, machine shop, and possible USTs in the northwestern corner of the property, and a hazardous materials storage shed in the southeastern corner of the property (containing a 300-gallon waste oil AST and ten 55-gallon drums with unidentified contents).

Phase II Environmental Site Assessments
Two Phase II ESAs were prepared for separate portions of the project site as follows:

Phase II ESA, 308 & 336 John Street and 239 Abbott Street – Lot 8 This report, prepared for a 3.12-acre portion of the project site (“Lot 8 property”), indicates that based on the 2019 Phase I ESA, this portion of the project site was previously developed with a former produce processing and storage building (Building 308) and a railroad spur(s) (Trinity Source Group, Inc. 2020a). The scope of the Phase II ESA included passive and active soil vapor surveys, soil sampling, and the collection of one groundwater grab sample.

The passive soil vapor survey results indicated the presence of volatile organic compounds (VOCs) and total petroleum hydrocarbons (TPH) in the gasoline and diesel ranges (TPH-g and TPH-d, respectively). Detected concentrations of benzene in soil vapor were noted to exceed the residential screening level referenced in the report.

The active soil vapor survey results indicated the presence of VOCs and TPH-g. Naphthalene was detected in one sample at a concentration exceeding the residential screening level referenced in the report.

The soil sampling results indicated that VOCs, semi-volatile organic compounds (SVOCs), and polychlorinated biphenyls (PCBs) were not detected above laboratory reporting limits. Metals were detected within background concentrations for local soil; arsenic was detected above its residential and commercial/industrial screening levels referenced in the report. Organochlorine pesticides (OCPs) were detected in one soil sample, TPH-g was detected in one soil sample, TPH-d was detected in all seven soil samples collected, and TPH in the motor oil range (TPH-o) was detected in five soil samples. The detected concentrations of OCPs and TPH were below the residential and commercial/industrial screening levels referenced in the report.

The groundwater grab sample was reported with concentrations of VOCs, TPH-g, and TPH-d. Several VOCs were detected at concentrations exceeding the residential and/or commercial/industrial screening levels referenced in the report.

The Phase II ESA report concluded that the source of VOCs in soil and soil vapor at the Lot 8 property appears to be associated with the volatilization of these compounds from groundwater.

Based on the data, the consultant indicated that a release of gasoline appears to have occurred John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
8 offsite and a groundwater plume migrated beneath the site, resulting in the elevated concentrations of TPH-g and gasoline-associated VOCs in groundwater at the Lot 8 property.

Phase II ESA, 308 & 336 John Street and 239 Abbott Street – Lot 9 This report, prepared for a 1.09-acre portion of the project site (“Lot 9 property”), indicates that based on the 2019 Phase I ESA, this portion of the project site was previously developed with a former gasoline service station and machine shop (Trinity Source Group, Inc. 2020b). The scope of the Phase II ESA included passive and active soil vapor surveys, soil sampling, and the collection of one groundwater grab sample.

The passive soil vapor survey results indicate the presence of VOCs, TPH-g, and TPH-d. Detected concentrations of benzene and trichloroethene (TCE) in soil vapor were noted to exceed the residential screening level referenced in the report.

The active soil vapor survey results indicate the presence of VOCs and TPH-g. Detected concentrations of chloroform, tetrachloroethene (PCE), and TCE in soil vapor were noted to exceed the residential and/or commercial/industrial screening levels referenced in the report.

The soil sampling results indicate that TPH-g, VOCs, and PCBs were not detected above the laboratory reporting limits. Metals were detected within background concentrations for local soil; arsenic and lead were detected above their residential screening levels referenced in the report.

OCPs were detected in two samples, SVOCs were detected in two samples, TPH-d was detected in all seven soil samples collected, and TPH-o was detected in five soil samples. One detected concentration of TPH-d was noted to exceed the residential screening level referenced in the report.

The groundwater grab sample did not contain TPH or VOCs above their laboratory reporting limits.

The Phase II ESA report concluded that PCE and TCE concentrations were the most widely distributed VOCs detected in soil vapor at the Lot 9 property. The Lot 9 property does not have a history of PCE or TCE use, although the consultant noted that both compounds may be used in machine shops as a degreaser. The report also indicated that PCE is more commonly used in dry cleaning and an upgradient fuel site recently received closure, but had associated PCE and TCE contamination in soil vapor; therefore, the consultant concluded in the report that the distribution of PCE and TCE throughout the local neighborhood may be associated with migration through the local City sewer network.

Other Environmental Documents
Three other case documents available on GeoTracker for a portion of the project site were reviewed and are summarized below:

Site Cleanup Program: Former Uni-Kool Facility – Lot 8; 308 and 336 John Street and 239 Abbott Street – Response to Phase II ESA Report
This letter, issued by the Central Coast RWQCB in response to the submittal and review of the June 2020 Phase II ESA prepared for the Lot 8 property, indicates that the RWQCB had no objections to the recommendation of the consultant in their Phase II ESA to install three groundwater monitoring wells at the larger former Uni-Kool facility (a portion of the project site) to assess the extent of petroleum hydrocarbon-impacted groundwater observed at the Lot 8 property and to determine the source of this contamination (Central Coast RWQCB 2020).

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
9 Groundwater Monitoring Well Installation and Groundwater Condition Report, Former Uni-Kool Facility, 308 & 336 John Street and 239 Abbott Street This report indicates that based on the findings of a 2020 Phase II ESA performed for the Lot 8 property, Trinity Source Group Inc. installed three groundwater monitoring wells at the project site and collected soil and groundwater grab samples from the borings (Trinity Source Group Inc. 2021a).

Groundwater was encountered in the wells between 64 and 72 feet below ground surface (bgs) with a reported groundwater flow direction toward the south.

The results of the soil sampling indicate that TPH-g, TPH-d, TPH-o, and VOCs were detected in six of the nine soil samples collected. TPH-g was detected in one soil sample, MW-2-64.5, at a concentration exceeding the residential, commercial/industrial, and construction worker screening levels referenced in the report. Ethylbenzene and naphthalene were detected in MW-2-64.5 at concentrations exceeding the residential and commercial/industrial screening levels referenced in the report.

Two groundwater grab samples were collected from the soil borings, and three groundwater samples were collected following development of the groundwater monitoring wells. The results of the groundwater samples indicate concentrations of TPH-g, TPH-d, and several VOCs were detected.

TPH-g was detected at concentrations exceeding the screening level referenced in the report.

Naphthalene, benzene, ethylbenzene, methyl tert-butyl ether (MTBE), tert-butyl alcohol (TBA), toluene, 1,2,4-trichlorobenzene, and xylenes were detected at concentrations exceeding the residential and/or commercial/industrial screening levels referenced in the report.

The report concluded that based on the results of the soil and groundwater sampling performed at the Lot 8 property, a significant surface or shallow release of petroleum does not appear to have occurred at the locations investigated, a partial source of contamination is at or near the northern portion of the property, and the extent of the petroleum hydrocarbon plume is not yet defined.

Additionally, the report concluded that the shallow soil data collected as of the date of the report does not indicate that the groundwater plume is associated with the former machine shop and gasoline service station formerly located in the northwestern corner of the property; however, because up to four USTs may have existed at the property and there is an abandoned-in-place UST at the property, there may be two independent sources of petroleum hydrocarbon contamination (both TPH-g and TPH-d) at the property. A release of diesel may have occurred from the abandonedin-place diesel UST at the property and the source of the TPH-g and MTBE release, if not located onsite during a future investigation, is likely located northeast of the property based on the groundwater flow direction.

The report recommended the following: removal of the abandoned-in-place UST and additional investigation in the vicinity of this UST, installation of two groundwater monitoring wells at upgradient locations relative to MW-2 (located near the abandoned-in-place UST), and installation of a third groundwater monitoring well in the southern portion of the property to monitor the extent of onsite contamination and gauge the concentration of petroleum hydrocarbons/MTBE that may be migrating across the property.

Underground Storage Tank Removal Report, The Uni-Kool Partners, 308 John Street This report, prepared for a portion of the project site (former Uni-Kool facility at 308 John Street – the “property”), indicates that “during environmental due diligence” performed for the property, “the UST remaining on the property should be removed” (Trinity Source Group Inc. 2021b). The UST had been closed-in-place in 2011 because it was located under a concrete transformer pad. The John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
10 transformer was decommissioned in 2011; therefore, Trinity Source Group, Inc. removed the UST in June 2021 under permit by and in accordance with guidance and procedures of the Monterey County Health Department Environmental Health Bureau. Confirmation soil samples collected from the UST pit were determined to be non-hazardous under Monterey County Action Levels; therefore, the native soil excavated during UST removal was repurposed as backfill.

Historical Records
According to a review of online aerial photographs and topographic maps, it appears that the project site was developed with industrial buildings from at least 1948 to present day (Nationwide Environmental Title Research LLC 2022). Eight railroad spurs were formerly located on the project site from at least 1910 to 1998, and two sets of railroad tracks have been located adjacent to the east of the project site from at least 1910 to present day. Impacts to the project site associated with the former onsite railroad spurs may exist onsite and could be encountered during construction (e.g., soil disturbance, grading, excavation, earthwork). Shallow soils located along railroad tracks are commonly impacted with hazardous materials such as petroleum hydrocarbons, metals, polyaromatic hydrocarbons, and SVOCs. Therefore, construction of the project near the former railroad tracks and spurs could create a public health and environmental hazard at the project.

Landfills
According to a review of the CalRecycle online SWIS database, there are no landfills within 2,000 feet of the project site. Therefore, landfills would have no impact on the operation or construction of the project.

CalGEM Records
According to a review of CalGEM online oil and gas well and field records, the project site is not located within an oil/gas field and there are no oil or gas wells located within 0.5 mile of the project site (CalGEM 2021). Therefore, the oil and gas wells and fields would have no impact on the operation or construction of the project.

NPMS Records
According to a review of the PHMSA online NPMS database, there are no natural gas transmission or hazardous liquid pipelines within or adjacent to the project site, or within 1,000 feet of the project site (USDOT 2022). Therefore, hazardous material pipelines would have no impact on the operation or construction of the project.

California Statewide PFAS Investigation
Beginning in 2019, the SWRCB issued letters to property owners of sites that may be potential sources of PFAS. These sites currently include select landfills, airports, chrome plating facilities, publicly owned treatment works facilities, Department of Defense sites, and bulk fuel storage terminals and refineries. The letters included a SWRCB Water Code Section 13267 Order (Investigative Order); an Investigative Order is a directive from the SWRCB to conduct on-site testing of groundwater and/or leachate. This does not mean that PFAS has been produced, used, or John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
11 discharged at these sites. According to the SWRCB, “PFAS are a large group of human-made substances that do not occur naturally in the environment and are resistant to heat, water, and oil” (SWRCB 2022b).

According to a review of the California Statewide PFAS Investigation online Public Map Viewer, there are no current airport, chrome plating, Department of Defense, landfill, or publicly owned treatment works PFAS orders at any facilities listed as located within six miles of the project site (SWRCB 2022b). According to a review of the SWRCB’s March 12, 2021 Bulk Fuel Terminal/Refinery Investigative Order, the project site is not listed on the Bulk Fuel Storage Terminals and Refineries List (Attachment 1 of the Order). Furthermore, none of the Bulk Fuel Storage Terminals or Refineries on the list are located within one mile of the project site (SWRCB 2021).

According to a review of the California Statewide Drinking Water System Quarterly Testing Results online Public Map Viewer, perfluorooctanoic acid and perfluorooctanesulfonic acid (PFOA and PFOS) were analyzed for in 23 drinking water wells located within three miles of the project site and tested quarterly as part of a PFAS investigative order (SWRCB 2022c). PFOA and PFOS were not detected in these drinking water wells. Therefore, PFAS would have no impact on the operation or construction of the project.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
12 Site Reconnaissance
Rincon performed a reconnaissance of the entirety of the project site (as shown on Figure 2) on December 9, 2021. The purpose of the reconnaissance was to observe existing project site conditions that may indicate the presence of hazardous materials onsite.

Current Use of the Project Site
The project site was observed to be a vacant commercial/industrial facility with three buildings and parking/storage areas. A sign on the northern portion of the project site indicated “GreenGate Fresh – Shipping.”
Areas of concern identified during the site reconnaissance are included on Figure 3. Photographs of the project site are included in Appendix A.
239 Abbott Street Building
This vacant commercial/industrial building was observed to contain a trench drain, an air compressor, and a few pieces of equipment on wooden pallets. Dark-stained concrete flooring was observed throughout the building, including one area with additional staining and a kitty litter-type absorbent spread across it (Appendix A, Photograph 1). The concrete appeared to be in good condition (i.e., no cracks). Five plastic 55-gallon drums were observed along the northern exterior of the building, some of which were labeled “TowerShield” (cooling water treatment). 336 John Street Building
This vacant commercial/industrial building was observed to contain a forklift, a loading dock/ramp, and a trench drain. No stained flooring was observed inside the building.

An exterior hazardous materials storage area on the northern side of the 336 John Street building (as identified in the 2019 Phase I ESA) was observed to contain four 5-gallon buckets and what appeared to be a pesticide sprayer on a wooden pallet, pools of water from a recent rain event (some with an oily sheen), dark-stained asphalt with some areas of a kitty litter-type absorbent, an approximately 500-gallon AST with a faded “Ammonia” label, and six empty plastic 55-gallon drums labeled “TowerShield” (Appendix A, Photograph 2).

A fenced area of the hazardous materials storage area was observed to contain two approximately 500-gallon ASTs (one labeled “Ammonia”), three plastic 55-gallon drums (one labeled “TowerShield”), equipment, various pipes connected to equipment labeled “Ammonia,” and one pipe labeled “Refrigerant Discharge” (Appendix A, Photograph 3). 348 Abbott Street Building
This vacant commercial/industrial building was observed to contain electrical panels and three possible transformers, an area of inactive equipment, two 31-pound containers of mineral spirits (with no evidence of release), one trench drain, and two empty plastic water ASTs (approximately 30 and 100 gallons) on pallets. No stained flooring was observed inside the building.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
13 A hazardous materials storage area in the southeastern corner of the project (as identified in the 2019 Phase I ESA) was observed to contain one approximately 200-gallon AST, multiple plastic and metal 55-gallon drums, some labeled “cooling water treatment,” and one labeled “Vacuum Pump Waste Oil Only,” and two 5-gallon buckets with unidentified contents (Appendix A, Photograph 4).

Other Areas
The area of the former 500-gallon diesel UST in the central-eastern portion of the project site was observed to contain vegetation and soil with three concrete pads, a pile of concrete rubble, one pipe protruding from the ground, a tarp covering materials, and a groundwater monitoring well (Appendix A, Photograph 5).

Two unlined wastewater effluent ponds located along the eastern boundary of the project site (as identified in the 2019 Phase I ESA) were observed to be dry.

The open portions of a concrete trench located in the southeastern portion of the project site (as identified in the 2019 Phase I ESA) were observed to contain discolored fluids, trash, and what appeared to be pooled water from a recent rain event (Appendix A, Photograph 6).

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
14 Impact Summary
Based on the research conducted as part of this HMTS, impacts were identified at the project site as described below.

Construction Impacts
Based on the results of the Phase II ESAs conducted at portions of the project site, there are known metals, TPH (gasoline, diesel, and motor oil), VOCs, SVOCs, and OCPs in onsite soil and/or soil vapor.

These impacts will likely be encountered during grading and construction-related work onsite.

Benzene, naphthalene, PCE, and TCE were detected in soil vapor at the project site at concentrations exceeding the residential and/or commercial/industrial ESLs. TPH-d was detected in soil at the project site at a concentration exceeding the residential ESL. Additionally, a concrete trench is present in the southeastern portion of the project site and railroad spurs were formerly located on the project site from at least 1910 to 1998. Stained concrete flooring was also observed within and/or next to onsite buildings. Therefore, there is a potential for construction workers to be exposed to contaminants via dust, soil, and/or soil vapor on the project. Additionally, if offsite disposal of soils would occur during project construction, the soil may require special handling or disposal as a waste. Construction activities are not expected to encounter groundwater, which is anticipated to be approximately 60 to 70 feet bgs.

Hazardous materials identified at the project site during Rincon’s December 2021 reconnaissance include drums, ASTs, and other containers. Offsite disposal of these materials during project construction may also require special handling or disposal as a waste.

Consequently, potentially significant impacts exist at this known release site (similar to a hazardous material site compiled pursuant to Government Code Section 65962.5) and, as a result, would potentially create a significant hazard to the public or the environment during grading/construction.

Implementation of Mitigation Measures HAZ-1 through HAZ-4 will reduce construction hazardous material impacts to less than significant.

Operation Impacts
Based on the results of the Phase II ESAs conducted at portions of the project site, there are known metals, TPH (gasoline, diesel, and motor oil), VOCs, SVOCs, and OCPs in onsite soil and/or soil vapor.

Additionally, a concrete trench is present in the southeastern portion of the project site, stained concrete flooring was observed within and/or next to onsite buildings, and railroad spurs were formerly located on the project site from at least 1910 to 1998. Therefore, there is a potential for:
 Maintenance workers to be exposed to contaminants via dust, soil, and/or soil vapor on the project
 Building occupants to be exposed to contaminants via soil vapor on the project Therefore, operation of the project could create a public health and environmental hazard at the project and would be considered a potentially significant impact. Implementation of Mitigation Measures HAZ-1 through HAZ-5 would reduce operational hazardous material impacts to less than significant.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
15 Recommendations
The northern portion (~21 acres) of the project site is listed as an open RWQCB Cleanup Program Site (open case). The open case includes the development areas encompassed by Lots 1, 2, 3, 7, 8, and 9. The Central Coast RWQCB (cleanup oversight agency) will continue to be provide agency oversight of assessment and remediation of the open case through case closure by RWQCB.

However, this HMTS has identified known metals, TPH (gasoline, diesel, and motor oil), VOCs, SVOCs, and OCPs in onsite soil and/or soil vapor and suspect sources of impacts, including but not limited to:
 Stained asphalt and concrete flooring
 Drainage trench with unlined effluent ponds and discolored fluids  Onsite hazardous materials storage and abandoned unidentified wastes  Onsite ASTs (waste oil and ammonia)
 Former onsite USTs
 Former onsite auto repair, machine shop, and gasoline station  Former (potentially remaining onsite) railroad tracks and spurs  Former oil storage warehouse
These potential impacts will likely be encountered during grading and construction-related work onsite. Construction activities at the project are not expected to encounter groundwater, which is anticipated to be approximately 60 to 70 feet bgs. There is also the potential for building occupants to be exposed to contaminants via soil vapor at the project.

Implementation of mitigation measures HAZ-1 through HAZ-5 would identify hazards onsite and reduce potential hazardous material construction and operational impacts at the project to less than significant, as discussed below.

Mitigation Measures
HAZ-1 RWQCB Regulatory Agency Submittal
Prior to issuance of a grading permit, the project applicant shall retain a qualified environmental professional (EP), as defined by the American Society of Testing and Materials (ASTM) E-1527, to prepare a Phase I ESA in accordance with standard ASTM methodologies to assess the project site (including development Lots 4, 5, and 6). The project applicant shall submit the Phase I ESA to the Central Coast RWQCB project manager of the open Cleanup Program Site case. Additionally, the project applicant shall submit the following documents to the Central Coast RWQCB Cleanup project manager:
 Current development plan and any modifications to the development plan for Lots 1-9  All environmental documents completed for the project (Lots 1-9), including this HMTS  All future environmental documents completed for the project (Lots 1-9) Upon submittal of the information above, the Central Coast RWQCB may require actions such as:
development of subsurface investigation workplans; completion of soil, soil vapor, and/or Rincon Consultants, Inc.
16 John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
groundwater subsurface investigations; installation of soil vapor or groundwater monitoring wells; soil excavation and offsite disposal; completion of human health risk assessments; and/or completion of remediation reports or case closure documents. Subsurface soil, soil vapor, and groundwater investigations, if required, shall be conducted in accordance with a sampling plan that shall be reviewed and approved by the Central Coast RWQCB.

The Central Coast RWQCB closure and agency approval documents shall be submitted and reviewed by the City prior to issuance of grading permits.

It should also be noted that the Central Coast RWQCB may determine that Monterey County Hazardous Materials Management Services (HMMS) or the DTSC may be best suited to perform the cleanup oversight agency duties for the assessment and/or remediation of this project. Should the cleanup oversight agency be transferred from the RWQCB to the Monterey County HMMS or the DTSC, this and other mitigation measures will still apply.

HAZ-2 Subsurface Investigation
The project applicant shall retain a qualified environmental consultant (Professional Geologist [PG] or Professional Engineer [PE]) to prepare subsurface investigations, as required by the Central Coast RWQCB, prior to construction. The subsurface investigations may include sampling of the following suspect release areas:
 Stained asphalt and concrete flooring
 Drainage trench with unlined effluent ponds and discolored fluids  Onsite hazardous materials storage and abandoned unidentified wastes  Onsite ASTs (waste oil and ammonia)
 Former onsite USTs
 Former onsite auto repair, machine shop, and gasoline station  Former (potentially remaining onsite) railroad tracks and spurs  Former oil storage warehouse
Additionally, these subsurface investigations may include, but are not limited to, completion of:
 Geophysical surveys
 Soil, soil vapor, and/or groundwater sampling assessments  Laboratory analysis for TPH, VOCs, SVOCs, OCPs, and metals The subsurface investigations shall provide recommendations to address identified hazards and indicate when to apply those recommended actions in relation to proposed project activities. As part of the subsurface investigation, analytical results shall be screened against the San Francisco Bay RWQCB environmental screening levels (ESLs). These ESLs are risk-based screening levels for direct exposure of a construction worker under various depth and land use scenarios.

Appropriate steps shall be undertaken to protect site workers during project construction and if necessary, the public during project operation. This would include the preparation of a Soil and Soil Vapor Management Plan (see Mitigation Measure HAZ-3).

If contaminants are detected at concentrations exceeding hazardous waste screening thresholds for contaminants in soil (California Code of Regulations [CCR] Title 22, Section 66261.24), appropriate Rincon Consultants, Inc.
17 John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
steps shall be undertaken to protect site workers during project construction and if necessary, the public during project operation (see Mitigation Measures HAZ-3, HAZ-4, and HAZ-5).

HAZ-3 Soil and Soil Vapor Management Plan
The project applicant shall retain a qualified environmental consultant (PG or PE) to prepare a Soil and Soil Vapor Management Plan (SSVMP) prior to construction. Where groundwater impacts are identified during implementation of Mitigation Measure HAZ-2, a groundwater management section shall be added to the SSVMP. The SSVMP, or equivalent document, shall be prepared to address onsite handling and management of impacted soils, soil vapor, or other impacted wastes, and reduce hazards to construction workers and offsite receptors during construction. The plan must establish remedial measures and/or soil management practices to ensure construction worker safety, the health of future workers and visitors, and the offsite migration of contaminants from the site. These measures and practices may include, but are not limited to:
 Stockpile management including stormwater pollution prevention and the installation of Best Management Practices (BMPs)
 Proper disposal procedures of contaminated materials
 Monitoring and reporting
 A health and safety plan for contractors working at the site that addresses the safety and health hazards of each phase of site construction activities with the requirements and procedures for employee protection
 The health and safety plan will also outline proper soil handling procedures and health and safety requirements to minimize worker and public exposure to hazardous materials during construction.

Prior to demolition and grading (construction), the City shall confirm the Central Coast RWQCB's approval of the SSVMP. The project applicant shall review and implement the SSVMP prior to construction.

If odorous or visually stained soils, other indications of hydrocarbon piping or equipment, or debris are encountered during ground-disturbing activities, work in the immediate area shall be halted and a qualified environmental consultant shall be contacted immediately to evaluate the situation. Work may continue on other parts of the project while impacted soil investigation and/or remediation takes place.

HAZ-4 Remediation
Where soil is known to be impacted, or is identified during implementation of mitigation measure HAZ-2 (subsurface investigation) to be present, within the construction envelope at chemical concentrations exceeding hazardous waste screening thresholds for contaminants in soil (CCR Title 22, Section 66261.24), the project applicant shall retain a qualified environmental consultant (PG or PE), to conduct additional analytical testing and recommend soil disposal recommendations, or consider other remedial engineering controls, as necessary.

The qualified environmental consultant shall utilize the development site analytical results for waste characterization purposes prior to offsite transportation or disposal of potentially impacted soils or other impacted wastes. The qualified environmental consultant shall provide disposal recommendations and arrange for proper disposal of the waste soils or other impacted wastes (as necessary), and/or provide recommendations for remedial engineering controls, if appropriate.

Rincon Consultants, Inc.
18 John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Remediation of impacted soils and/or implementation of remedial engineering controls may require additional delineation of impacts; additional analytical testing per landfill or recycling facility requirements; soil excavation; and offsite disposal or recycling.

The City shall confirm the Central Coast RWQCB's approval of the development site disposal recommendations. The project applicant shall review and implement the disposal recommendations prior to transportation of waste soils offsite and review and implement the remedial engineering controls prior to construction.

HAZ-5 Vapor Mitigation System
Where soil vapor is known (or is identified during implementation of Mitigation Measures HAZ-2, HAZ-3, or HAZ-4) to be present at chemical concentrations exceeding the ESLs for sub-slab/soil gas (vapor) intrusion, the project applicant shall retain a qualified environmental consultant (PG or PE) or other qualified person to prepare a vapor mitigation system design for the proposed project.

The plan shall include, but is not limited to:
 Design specifications
 Material specifications
 Installation requirements
 Monitoring requirements
The project applicant shall design and implement engineering measures or institutional controls (e.g., soil vapor barrier) to prevent potential soil vapor intrusion into new residences or businesses in accordance with the measures included in the DTSC’s Vapor Intrusion Guidance Document – Final (October 2011) and Vapor Intrusion Mitigation Advisory, Revision 1 (October 2011).

Engineering measures or institutional controls shall be submitted to the City’s Building Division and Planning Division prior to the issuance of any grading or building permits. Said engineering measures and institutional controls shall be peer reviewed by a qualified third-party contractor hired by the City at the project applicant’s expense to confirm such measures and controls comply with applicable regulations. Consultation with the DTSC or a local cleanup agency may be required to confirm the appropriateness of the measures and controls.

The project applicant and/or contractor shall retain a qualified professional to certify that the accepted measures and controls are properly constructed and functioning at each residence.

Written verification shall be submitted to the City.

The efficacy of the measures and controls shall be confirmed and certified by a qualified professional pursuant to the construction quality assurance/quality control testing guidance of the DTSC’s Vapor Intrusion Guidance Document – Final (October 2011).

The project applicant and contractor shall incorporate a sub-slab vapor barrier during construction, the implementation of which would prevent the potential for soil gas VOCs from migrating to indoor air.

The City shall confirm the Central Coast RWQCB's approval of the Vapor Mitigation System Design prior to construction. The project applicant shall review the Vapor Mitigation System Design and install the system during construction.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
19 Significance After Mitigation
Implementation of Mitigation Measures HAZ-1 through HAZ-5 during project construction and operation would reduce potential hazardous material impacts to less than significant by ensuring additional investigation and remedial measures, transportation of impacted materials, and/or soil management practices ensure construction worker safety and the health of future workers and visitors.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.
20 References
California Department of Conservation Geologic Energy Management Division (CalGEM). 2021. “Well Finder.” Last modified: 2019.
https://www.conservation.ca.gov/calgem/Pages/WellFinder.aspx (accessed September 2021).

California Department of Toxic Substances Control (DTSC). 2022. “EnviroStor.” Last modified: 2022. http://www.envirostor.dtsc.ca.gov/public/ (accessed September 2021).

California State Water Resources Control Board (SWRCB). 2022a. “GeoTracker.” Last modified: 2022. http://geotracker.waterboards.ca.gov/ (accessed September 2021). ____. 2021. “March 12, 2021 Bulk Fuel Terminal/Refinery Investigative Order.” March 12, 2021. https://www.waterboards.ca.gov/pfas/docs/order_wq2021-0006-dwq_pfas.pdf (accessed September 2021).
____. 2022b. “California PFAS Investigations.” Last modified: 2022. https://www.waterboards.ca.gov/pfas/ (accessed September 2021). ____. 2022c. “GeoTracker PFAS Map.” Last modified: 2022. https://geotracker.waterboards.ca.gov/map/pfas_map (accessed September 2021).

Nationwide Environmental Title Research LLC. 2022. “Historic Aerials by NETR Online.” Last modified: 2022. https://www.historicaerials.com/viewer (accessed September 2021).

United States Department of Transportation (USDOT). 2022. Pipeline and Hazardous Materials Safety Administration (PHMSA), “National Pipeline Mapping System (NPMS) Public Map Viewer.” Last modified: 2022. https://www.npms.phmsa.dot.gov/PublicViewer/ (accessed September 2021).

Appendix A
Site Photographs
John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.

A-1
Photograph 1. View of the interior of the 239 Abbott Street building. Stained concrete and absorbent materials are visible.

Photograph 2. View of the exterior hazardous materials storage area on the northern side of the 336 John Street building, with stained concrete and drums.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.

A-2
Photograph 3. View of the fenced area of the exterior hazardous materials storage area on the northern side of the 336 John Street building.

Photograph 4. View of a hazardous materials storage area in the southeastern corner of the project site (near the 348 Abbott Street building) with an aboveground storage tank (AST), drums, and buckets.

John Street & Abbott Street Mixed Use Development Project, Salinas, California Hazardous Materials Technical Study
Rincon Consultants, Inc.

A-3
Photograph 5. View of the area of the former diesel underground storage tank (UST) in the centraleastern portion of the project site. A groundwater monitoring well is visible.

Photograph 6. View of an open portion of an industrial trench in the southeastern portion of the project site.
- Freq Weight : A
- Time Weight : SLOW
- Level Range : 40-100
- Max dB : 69.3 - 2021/11/24 09:26:12
- Level Range : 40-100
- SEL : 87.8
- Leq : 58.3
-
No.s Date Time (dB)
----------------------------------------------------------------------- 1 2021/11/24 09:18:38 56.3 56.1 55.3 54.2 54.9
6 2021/11/24 09:18:53 53.9 56.1 57.6 58.9 58.3
11 2021/11/24 09:19:08 57.4 55.8 57.2 57.6 59.6
16 2021/11/24 09:19:23 61.8 59.5 58.1 58.3 57.5
21 2021/11/24 09:19:38 58.6 57.7 57.7 57.1 58.3
26 2021/11/24 09:19:53 58.9 58.0 57.8 57.4 56.7
31 2021/11/24 09:20:08 56.6 57.9 58.0 58.0 56.3
36 2021/11/24 09:20:23 55.8 55.7 56.5 56.9 58.1
41 2021/11/24 09:20:38 59.3 58.1 56.9 57.0 56.7
46 2021/11/24 09:20:53 55.7 55.3 56.2 57.6 57.5
51 2021/11/24 09:21:08 57.3 57.8 58.1 57.8 58.5
56 2021/11/24 09:21:23 57.8 58.0 58.8 58.0 56.2
61 2021/11/24 09:21:38 55.3 55.5 55.5 56.9 57.5
66 2021/11/24 09:21:53 62.0 63.2 58.6 58.8 59.7
71 2021/11/24 09:22:08 61.0 61.7 60.5 61.4 59.0
76 2021/11/24 09:22:23 57.9 59.1 58.7 58.9 59.1
81 2021/11/24 09:22:38 58.6 57.6 58.3 58.4 56.9
86 2021/11/24 09:22:53 57.3 57.2 58.0 57.6 57.2
91 2021/11/24 09:23:08 57.7 57.1 57.4 55.7 55.0
96 2021/11/24 09:23:23 55.9 55.5 56.3 56.3 56.4
101 2021/11/24 09:23:38 55.8 56.6 56.8 57.6 58.6
106 2021/11/24 09:23:53 58.3 58.0 56.8 55.4 56.2
111 2021/11/24 09:24:08 58.9 59.3 57.8 59.6 62.0
116 2021/11/24 09:24:23 61.3 61.3 61.5 59.5 58.2
121 2021/11/24 09:24:38 58.4 57.4 56.4 56.7 56.3
126 2021/11/24 09:24:53 56.4 56.0 56.5 57.6 57.6
131 2021/11/24 09:25:08 58.2 57.4 56.7 56.9 57.7
136 2021/11/24 09:25:23 58.8 59.9 62.0 64.7 66.2
141 2021/11/24 09:25:38 66.5 65.8 64.2 62.9 61.2
146 2021/11/24 09:25:53 60.0 58.6 63.0 60.6 63.8
151 2021/11/24 09:26:08 68.0 64.9 59.3 59.5 60.8
156 2021/11/24 09:26:23 58.5 55.7 55.8 56.4 57.1
161 2021/11/24 09:26:38 57.1 56.7 56.2 56.2 55.8
166 2021/11/24 09:26:53 55.8 56.1 56.2 57.6 58.1
171 2021/11/24 09:27:08 59.0 57.6 58.6 59.4 57.3
176 2021/11/24 09:27:23 55.7 55.6 56.7 56.3 55.7
181 2021/11/24 09:27:38 55.2 55.2 57.0 57.6 57.2
186 2021/11/24 09:27:53 57.7 57.5 57.1 58.3 59.2
191 2021/11/24 09:28:08 58.1 57.1 56.1 55.7 55.5
196 2021/11/24 09:28:23 54.5 54.4 56.4 55.6 54.8
201 2021/11/24 09:28:38 57.1 56.7 57.9 58.6 58.5
206 2021/11/24 09:28:53 59.3 59.1 57.6 56.0 55.7
211 2021/11/24 09:29:08 56.1 55.8 59.3 61.0 61.5
216 2021/11/24 09:29:23 59.1 57.3 56.8 58.8 58.4
221 2021/11/24 09:29:38 56.3 55.2 55.8 56.0 55.2
226 2021/11/24 09:29:53 57.2 58.1 58.3 57.2 56.4
231 2021/11/24 09:30:08 57.1 57.8 56.8 56.6 57.3
236 2021/11/24 09:30:23 56.8 55.1 53.3 56.9 55.9
241 2021/11/24 09:30:38 57.9 60.7 55.8 55.3 54.6
246 2021/11/24 09:30:53 55.4 54.7 54.9 55.5 56.8
251 2021/11/24 09:31:08 56.3 55.1 54.4 54.1 54.6
256 2021/11/24 09:31:23 56.7 55.4 57.2 57.2 58.1
261 2021/11/24 09:31:38 57.2 56.1 54.9 54.9 54.6
266 2021/11/24 09:31:53 53.9 53.4 53.3 56.3 55.7
271 2021/11/24 09:32:08 55.6 56.2 56.3 55.7 55.9
276 2021/11/24 09:32:23 57.6 57.6 57.0 58.0 59.7
281 2021/11/24 09:32:38 59.3 60.2 60.9 61.2 59.9
286 2021/11/24 09:32:53 55.9 55.2 56.8 58.2 59.6
291 2021/11/24 09:33:08 56.7 54.5 54.8 57.1 56.7
296 2021/11/24 09:33:23 55.0 55.6 56.3 55.0 54.5
- Freq Weight : A
- Time Weight : SLOW
- Level Range : 40-100
- Max dB : 92.5 - 2021/12/09 13:19:01
- Level Range : 40-100
- SEL : 99.5
- Leq : 70.0
-
No.s Date Time (dB)
----------------------------------------------------------------------- 1 2021/12/09 13:11:40 65.4 64.1 74.9 68.9 58.6
6 2021/12/09 13:11:55 58.1 66.6 72.2 73.4 69.4
11 2021/12/09 13:12:10 72.9 65.8 59.1 60.6 63.5
16 2021/12/09 13:12:25 66.5 66.8 60.3 56.8 56.5
21 2021/12/09 13:12:40 56.1 55.1 56.6 63.1 67.5
26 2021/12/09 13:12:55 63.1 67.8 73.1 69.8 63.9
31 2021/12/09 13:13:10 66.2 71.7 67.7 62.8 61.9
36 2021/12/09 13:13:25 62.3 63.4 69.7 69.1 69.5
41 2021/12/09 13:13:40 71.5 69.4 70.3 73.1 69.1
46 2021/12/09 13:13:55 64.5 61.0 61.9 60.3 61.5
51 2021/12/09 13:14:10 61.6 59.8 61.2 71.1 72.2
56 2021/12/09 13:14:25 67.5 63.3 62.7 62.2 61.2
61 2021/12/09 13:14:40 58.2 58.1 62.7 71.7 74.4
66 2021/12/09 13:14:55 74.5 74.2 69.9 64.9 60.5
71 2021/12/09 13:15:10 60.7 59.2 60.8 63.4 70.5
76 2021/12/09 13:15:25 69.6 72.3 73.8 71.8 71.3
81 2021/12/09 13:15:40 72.6 70.2 70.1 72.2 72.3
86 2021/12/09 13:15:55 71.0 65.7 65.6 65.2 58.2
91 2021/12/09 13:16:10 56.3 58.9 61.9 60.5 56.7
96 2021/12/09 13:16:25 57.7 62.6 60.1 55.9 53.7
101 2021/12/09 13:16:40 52.6 56.4 65.7 60.8 62.5
106 2021/12/09 13:16:55 66.0 72.1 72.2 72.8 70.5
111 2021/12/09 13:17:10 68.9 71.8 70.7 67.8 64.3
116 2021/12/09 13:17:25 61.6 61.4 70.1 71.7 70.2
121 2021/12/09 13:17:40 68.2 70.7 71.0 74.0 73.3
126 2021/12/09 13:17:55 69.8 74.1 69.8 62.8 59.4
131 2021/12/09 13:18:10 61.0 59.7 57.5 59.8 70.0
136 2021/12/09 13:18:25 68.0 61.4 69.4 69.2 71.3
141 2021/12/09 13:18:40 66.3 61.6 61.7 63.7 66.4
146 2021/12/09 13:18:55 71.7 86.8 86.0 77.1 73.6
151 2021/12/09 13:19:10 71.5 68.6 66.0 62.6 61.4
156 2021/12/09 13:19:25 61.9 65.1 64.9 65.7 69.8
161 2021/12/09 13:19:40 70.7 70.4 71.2 70.4 72.9
166 2021/12/09 13:19:55 73.8 72.9 70.4 73.5 73.5
171 2021/12/09 13:20:10 72.4 72.7 71.3 71.5 65.7
176 2021/12/09 13:20:25 58.7 57.1 56.3 56.1 58.1
181 2021/12/09 13:20:40 61.0 70.6 72.5 73.8 75.0
186 2021/12/09 13:20:55 67.6 69.1 63.6 59.6 60.6
191 2021/12/09 13:21:10 63.6 63.4 62.6 63.6 71.2
196 2021/12/09 13:21:25 74.2 72.2 70.8 67.0 63.4
201 2021/12/09 13:21:40 61.6 60.8 58.1 60.4 57.5
206 2021/12/09 13:21:55 61.3 63.5 68.4 67.6 67.0
211 2021/12/09 13:22:10 70.8 70.6 70.6 70.9 69.8
216 2021/12/09 13:22:25 72.2 79.9 79.8 74.4 70.0
221 2021/12/09 13:22:40 66.0 63.9 63.9 66.5 63.0
226 2021/12/09 13:22:55 69.3 69.2 64.2 68.9 67.1
231 2021/12/09 13:23:10 62.2 58.2 57.8 57.5 59.1
236 2021/12/09 13:23:25 61.1 65.1 64.6 69.9 72.8
241 2021/12/09 13:23:40 72.5 69.9 66.9 70.2 74.4
246 2021/12/09 13:23:55 77.7 74.9 71.1 64.0 63.1
251 2021/12/09 13:24:10 68.0 74.4 74.0 74.0 71.1
256 2021/12/09 13:24:25 69.9 71.8 71.0 68.3 69.0
261 2021/12/09 13:24:40 68.6 63.9 59.6 62.4 59.0
266 2021/12/09 13:24:55 53.5 53.4 55.0 62.5 70.1
271 2021/12/09 13:25:10 74.8 71.4 68.4 62.5 60.9
276 2021/12/09 13:25:25 61.5 64.2 70.6 65.1 63.8
281 2021/12/09 13:25:40 63.4 64.6 60.1 57.1 58.2
286 2021/12/09 13:25:55 59.6 61.8 61.5 66.5 70.7
291 2021/12/09 13:26:10 68.7 70.3 68.8 68.5 62.4
296 2021/12/09 13:26:25 56.9 55.9 55.5 56.3 56.9
- Freq Weight : A
- Time Weight : SLOW
- Level Range : 40-100
- Max dB : 69.3 - 2021/11/24 09:26:12
- Level Range : 40-100
- SEL : 87.8
- Leq : 58.3
-
No.s Date Time (dB)
----------------------------------------------------------------------- 1 2021/11/24 09:18:38 56.3
2 2021/11/24 09:18:41 56.1
3 2021/11/24 09:18:44 55.3
4 2021/11/24 09:18:47 54.2
5 2021/11/24 09:18:50 54.9
6 2021/11/24 09:18:53 53.9
7 2021/11/24 09:18:56 56.1
8 2021/11/24 09:18:59 57.6
9 2021/11/24 09:19:02 58.9
10 2021/11/24 09:19:05 58.3
11 2021/11/24 09:19:08 57.4
12 2021/11/24 09:19:11 55.8
13 2021/11/24 09:19:14 57.2
14 2021/11/24 09:19:17 57.6
15 2021/11/24 09:19:20 59.6
16 2021/11/24 09:19:23 61.8
17 2021/11/24 09:19:26 59.5
18 2021/11/24 09:19:29 58.1
19 2021/11/24 09:19:32 58.3
20 2021/11/24 09:19:35 57.5
21 2021/11/24 09:19:38 58.6
22 2021/11/24 09:19:41 57.7
23 2021/11/24 09:19:44 57.7
24 2021/11/24 09:19:47 57.1
25 2021/11/24 09:19:50 58.3
26 2021/11/24 09:19:53 58.9
27 2021/11/24 09:19:56 58.0
28 2021/11/24 09:19:59 57.8
29 2021/11/24 09:20:02 57.4
30 2021/11/24 09:20:05 56.7
31 2021/11/24 09:20:08 56.6
32 2021/11/24 09:20:11 57.9
33 2021/11/24 09:20:14 58.0
34 2021/11/24 09:20:17 58.0
35 2021/11/24 09:20:20 56.3
36 2021/11/24 09:20:23 55.8
37 2021/11/24 09:20:26 55.7
38 2021/11/24 09:20:29 56.5
39 2021/11/24 09:20:32 56.9
40 2021/11/24 09:20:35 58.1
41 2021/11/24 09:20:38 59.3
42 2021/11/24 09:20:41 58.1
43 2021/11/24 09:20:44 56.9
44 2021/11/24 09:20:47 57.0
45 2021/11/24 09:20:50 56.7
46 2021/11/24 09:20:53 55.7
47 2021/11/24 09:20:56 55.3
48 2021/11/24 09:20:59 56.2
49 2021/11/24 09:21:02 57.6
50 2021/11/24 09:21:05 57.5
51 2021/11/24 09:21:08 57.3
52 2021/11/24 09:21:11 57.8
53 2021/11/24 09:21:14 58.1
54 2021/11/24 09:21:17 57.8
55 2021/11/24 09:21:20 58.5
56 2021/11/24 09:21:23 57.8
57 2021/11/24 09:21:26 58.0
58 2021/11/24 09:21:29 58.8
59 2021/11/24 09:21:32 58.0
60 2021/11/24 09:21:35 56.2
61 2021/11/24 09:21:38 55.3
62 2021/11/24 09:21:41 55.5
63 2021/11/24 09:21:44 55.5
64 2021/11/24 09:21:47 56.9
65 2021/11/24 09:21:50 57.5
66 2021/11/24 09:21:53 62.0
67 2021/11/24 09:21:56 63.2
68 2021/11/24 09:21:59 58.6
69 2021/11/24 09:22:02 58.8
70 2021/11/24 09:22:05 59.7
71 2021/11/24 09:22:08 61.0
72 2021/11/24 09:22:11 61.7
73 2021/11/24 09:22:14 60.5
74 2021/11/24 09:22:17 61.4
75 2021/11/24 09:22:20 59.0
76 2021/11/24 09:22:23 57.9
77 2021/11/24 09:22:26 59.1
78 2021/11/24 09:22:29 58.7
79 2021/11/24 09:22:32 58.9
80 2021/11/24 09:22:35 59.1
81 2021/11/24 09:22:38 58.6
82 2021/11/24 09:22:41 57.6
83 2021/11/24 09:22:44 58.3
84 2021/11/24 09:22:47 58.4
85 2021/11/24 09:22:50 56.9
86 2021/11/24 09:22:53 57.3
87 2021/11/24 09:22:56 57.2
88 2021/11/24 09:22:59 58.0
89 2021/11/24 09:23:02 57.6
90 2021/11/24 09:23:05 57.2
91 2021/11/24 09:23:08 57.7
92 2021/11/24 09:23:11 57.1
93 2021/11/24 09:23:14 57.4
94 2021/11/24 09:23:17 55.7
95 2021/11/24 09:23:20 55.0
96 2021/11/24 09:23:23 55.9
97 2021/11/24 09:23:26 55.5
98 2021/11/24 09:23:29 56.3
99 2021/11/24 09:23:32 56.3
100 2021/11/24 09:23:35 56.4
101 2021/11/24 09:23:38 55.8
102 2021/11/24 09:23:41 56.6
103 2021/11/24 09:23:44 56.8
104 2021/11/24 09:23:47 57.6
105 2021/11/24 09:23:50 58.6
106 2021/11/24 09:23:53 58.3
107 2021/11/24 09:23:56 58.0
108 2021/11/24 09:23:59 56.8
109 2021/11/24 09:24:02 55.4
110 2021/11/24 09:24:05 56.2
111 2021/11/24 09:24:08 58.9
112 2021/11/24 09:24:11 59.3
113 2021/11/24 09:24:14 57.8
114 2021/11/24 09:24:17 59.6
115 2021/11/24 09:24:20 62.0
116 2021/11/24 09:24:23 61.3
117 2021/11/24 09:24:26 61.3
118 2021/11/24 09:24:29 61.5
119 2021/11/24 09:24:32 59.5
120 2021/11/24 09:24:35 58.2
121 2021/11/24 09:24:38 58.4
122 2021/11/24 09:24:41 57.4
123 2021/11/24 09:24:44 56.4
124 2021/11/24 09:24:47 56.7
125 2021/11/24 09:24:50 56.3
126 2021/11/24 09:24:53 56.4
127 2021/11/24 09:24:56 56.0
128 2021/11/24 09:24:59 56.5
129 2021/11/24 09:25:02 57.6
130 2021/11/24 09:25:05 57.6
131 2021/11/24 09:25:08 58.2
132 2021/11/24 09:25:11 57.4
133 2021/11/24 09:25:14 56.7
134 2021/11/24 09:25:17 56.9
135 2021/11/24 09:25:20 57.7
136 2021/11/24 09:25:23 58.8
137 2021/11/24 09:25:26 59.9
138 2021/11/24 09:25:29 62.0
139 2021/11/24 09:25:32 64.7
140 2021/11/24 09:25:35 66.2
141 2021/11/24 09:25:38 66.5
142 2021/11/24 09:25:41 65.8
143 2021/11/24 09:25:44 64.2
144 2021/11/24 09:25:47 62.9
145 2021/11/24 09:25:50 61.2
146 2021/11/24 09:25:53 60.0
147 2021/11/24 09:25:56 58.6
148 2021/11/24 09:25:59 63.0
149 2021/11/24 09:26:02 60.6
150 2021/11/24 09:26:05 63.8
151 2021/11/24 09:26:08 68.0
152 2021/11/24 09:26:11 64.9
153 2021/11/24 09:26:14 59.3
154 2021/11/24 09:26:17 59.5
155 2021/11/24 09:26:20 60.8
156 2021/11/24 09:26:23 58.5
157 2021/11/24 09:26:26 55.7
158 2021/11/24 09:26:29 55.8
159 2021/11/24 09:26:32 56.4
160 2021/11/24 09:26:35 57.1
161 2021/11/24 09:26:38 57.1
162 2021/11/24 09:26:41 56.7
163 2021/11/24 09:26:44 56.2
164 2021/11/24 09:26:47 56.2
165 2021/11/24 09:26:50 55.8
166 2021/11/24 09:26:53 55.8
167 2021/11/24 09:26:56 56.1
168 2021/11/24 09:26:59 56.2
169 2021/11/24 09:27:02 57.6
170 2021/11/24 09:27:05 58.1
171 2021/11/24 09:27:08 59.0
172 2021/11/24 09:27:11 57.6
173 2021/11/24 09:27:14 58.6
174 2021/11/24 09:27:17 59.4
175 2021/11/24 09:27:20 57.3
176 2021/11/24 09:27:23 55.7
177 2021/11/24 09:27:26 55.6
178 2021/11/24 09:27:29 56.7
179 2021/11/24 09:27:32 56.3
180 2021/11/24 09:27:35 55.7
181 2021/11/24 09:27:38 55.2
182 2021/11/24 09:27:41 55.2
183 2021/11/24 09:27:44 57.0
184 2021/11/24 09:27:47 57.6
185 2021/11/24 09:27:50 57.2
186 2021/11/24 09:27:53 57.7
187 2021/11/24 09:27:56 57.5
188 2021/11/24 09:27:59 57.1
189 2021/11/24 09:28:02 58.3
190 2021/11/24 09:28:05 59.2
191 2021/11/24 09:28:08 58.1
192 2021/11/24 09:28:11 57.1
193 2021/11/24 09:28:14 56.1
194 2021/11/24 09:28:17 55.7
195 2021/11/24 09:28:20 55.5
196 2021/11/24 09:28:23 54.5
197 2021/11/24 09:28:26 54.4
198 2021/11/24 09:28:29 56.4
199 2021/11/24 09:28:32 55.6
200 2021/11/24 09:28:35 54.8
201 2021/11/24 09:28:38 57.1
202 2021/11/24 09:28:41 56.7
203 2021/11/24 09:28:44 57.9
204 2021/11/24 09:28:47 58.6
205 2021/11/24 09:28:50 58.5
206 2021/11/24 09:28:53 59.3
207 2021/11/24 09:28:56 59.1
208 2021/11/24 09:28:59 57.6
209 2021/11/24 09:29:02 56.0
210 2021/11/24 09:29:05 55.7
211 2021/11/24 09:29:08 56.1
212 2021/11/24 09:29:11 55.8
213 2021/11/24 09:29:14 59.3
214 2021/11/24 09:29:17 61.0
215 2021/11/24 09:29:20 61.5
216 2021/11/24 09:29:23 59.1
217 2021/11/24 09:29:26 57.3
218 2021/11/24 09:29:29 56.8
219 2021/11/24 09:29:32 58.8
220 2021/11/24 09:29:35 58.4
221 2021/11/24 09:29:38 56.3
222 2021/11/24 09:29:41 55.2
223 2021/11/24 09:29:44 55.8
224 2021/11/24 09:29:47 56.0
225 2021/11/24 09:29:50 55.2
226 2021/11/24 09:29:53 57.2
227 2021/11/24 09:29:56 58.1
228 2021/11/24 09:29:59 58.3
229 2021/11/24 09:30:02 57.2
230 2021/11/24 09:30:05 56.4
231 2021/11/24 09:30:08 57.1
232 2021/11/24 09:30:11 57.8
233 2021/11/24 09:30:14 56.8
234 2021/11/24 09:30:17 56.6
235 2021/11/24 09:30:20 57.3
236 2021/11/24 09:30:23 56.8
237 2021/11/24 09:30:26 55.1
238 2021/11/24 09:30:29 53.3
239 2021/11/24 09:30:32 56.9
240 2021/11/24 09:30:35 55.9
241 2021/11/24 09:30:38 57.9
242 2021/11/24 09:30:41 60.7
243 2021/11/24 09:30:44 55.8
244 2021/11/24 09:30:47 55.3
245 2021/11/24 09:30:50 54.6
246 2021/11/24 09:30:53 55.4
247 2021/11/24 09:30:56 54.7
248 2021/11/24 09:30:59 54.9
249 2021/11/24 09:31:02 55.5
250 2021/11/24 09:31:05 56.8
251 2021/11/24 09:31:08 56.3
252 2021/11/24 09:31:11 55.1
253 2021/11/24 09:31:14 54.4
254 2021/11/24 09:31:17 54.1
255 2021/11/24 09:31:20 54.6
256 2021/11/24 09:31:23 56.7
257 2021/11/24 09:31:26 55.4
258 2021/11/24 09:31:29 57.2
259 2021/11/24 09:31:32 57.2
260 2021/11/24 09:31:35 58.1
261 2021/11/24 09:31:38 57.2
262 2021/11/24 09:31:41 56.1
263 2021/11/24 09:31:44 54.9
264 2021/11/24 09:31:47 54.9
265 2021/11/24 09:31:50 54.6
266 2021/11/24 09:31:53 53.9
267 2021/11/24 09:31:56 53.4
268 2021/11/24 09:31:59 53.3
269 2021/11/24 09:32:02 56.3
270 2021/11/24 09:32:05 55.7
271 2021/11/24 09:32:08 55.6
272 2021/11/24 09:32:11 56.2
273 2021/11/24 09:32:14 56.3
274 2021/11/24 09:32:17 55.7
275 2021/11/24 09:32:20 55.9
276 2021/11/24 09:32:23 57.6
277 2021/11/24 09:32:26 57.6
278 2021/11/24 09:32:29 57.0
279 2021/11/24 09:32:32 58.0
280 2021/11/24 09:32:35 59.7
281 2021/11/24 09:32:38 59.3
282 2021/11/24 09:32:41 60.2
283 2021/11/24 09:32:44 60.9
284 2021/11/24 09:32:47 61.2
285 2021/11/24 09:32:50 59.9
286 2021/11/24 09:32:53 55.9
287 2021/11/24 09:32:56 55.2
288 2021/11/24 09:32:59 56.8
289 2021/11/24 09:33:02 58.2
290 2021/11/24 09:33:05 59.6
291 2021/11/24 09:33:08 56.7
292 2021/11/24 09:33:11 54.5
293 2021/11/24 09:33:14 54.8
294 2021/11/24 09:33:17 57.1
295 2021/11/24 09:33:20 56.7
296 2021/11/24 09:33:23 55.0
297 2021/11/24 09:33:26 55.6
298 2021/11/24 09:33:29 56.3
299 2021/11/24 09:33:32 55.0
300 2021/11/24 09:33:35 54.5
- Freq Weight : A
- Time Weight : SLOW
- Level Range : 40-100
- Max dB : 76.3 - 2021/12/09 13:57:30
- Level Range : 40-100
- SEL : 88.2
- Leq : 58.7
-
No.s Date Time (dB)
----------------------------------------------------------------------- 1 2021/12/09 13:50:44 53.7 53.4 54.1 55.8 55.9
6 2021/12/09 13:50:59 56.2 56.0 55.9 54.8 55.9
11 2021/12/09 13:51:14 51.3 48.5 48.5 49.5 51.5
16 2021/12/09 13:51:29 53.1 54.0 55.5 53.3 53.0
21 2021/12/09 13:51:44 54.0 55.5 54.1 54.6 54.0
26 2021/12/09 13:51:59 54.0 53.8 54.0 55.7 55.3
31 2021/12/09 13:52:14 55.0 53.7 53.0 55.1 54.9
36 2021/12/09 13:52:29 52.1 50.6 49.9 52.6 53.4
41 2021/12/09 13:52:44 53.2 52.0 53.4 53.3 54.7
46 2021/12/09 13:52:59 55.3 55.4 57.4 57.0 55.4
51 2021/12/09 13:53:14 53.9 53.5 54.3 52.4 55.6
56 2021/12/09 13:53:29 55.1 56.1 56.1 56.3 61.0
61 2021/12/09 13:53:44 60.2 58.7 57.3 57.8 57.8
66 2021/12/09 13:53:59 56.2 57.2 55.7 54.8 57.1
71 2021/12/09 13:54:14 56.9 55.6 54.7 56.6 56.3
76 2021/12/09 13:54:29 54.4 52.1 53.4 55.2 56.6
81 2021/12/09 13:54:44 55.3 54.3 53.0 51.8 53.9
86 2021/12/09 13:54:59 56.8 58.4 56.8 58.1 58.1
91 2021/12/09 13:55:14 55.6 55.7 56.7 54.9 53.2
96 2021/12/09 13:55:29 55.7 54.0 50.9 52.2 53.8
101 2021/12/09 13:55:44 56.4 56.3 56.0 56.3 56.8
106 2021/12/09 13:55:59 55.4 54.3 52.9 51.9 52.1
111 2021/12/09 13:56:14 51.0 52.9 53.1 52.7 54.7
116 2021/12/09 13:56:29 54.7 56.1 58.3 57.2 61.8
121 2021/12/09 13:56:44 65.9 62.3 60.7 59.6 58.3
126 2021/12/09 13:56:59 58.8 59.3 59.7 61.1 58.9
131 2021/12/09 13:57:14 62.6 65.2 67.8 74.3 74.3
136 2021/12/09 13:57:29 74.7 70.3 65.6 58.5 56.6
141 2021/12/09 13:57:44 57.0 56.3 56.6 54.8 54.0
146 2021/12/09 13:57:59 54.5 54.2 54.9 53.9 51.8
151 2021/12/09 13:58:14 51.7 53.2 53.0 52.1 51.2
156 2021/12/09 13:58:29 52.7 53.6 54.0 54.6 52.9
161 2021/12/09 13:58:44 53.2 55.0 57.1 62.1 58.3
166 2021/12/09 13:58:59 57.2 56.8 56.3 56.5 54.7
171 2021/12/09 13:59:14 53.7 54.2 53.7 54.8 55.7
176 2021/12/09 13:59:29 55.2 54.1 54.5 54.9 56.9
181 2021/12/09 13:59:44 56.1 55.6 54.4 54.4 54.9
186 2021/12/09 13:59:59 54.3 54.7 57.4 64.2 60.0
191 2021/12/09 14:00:14 55.7 54.3 53.4 52.0 50.4
196 2021/12/09 14:00:29 49.6 48.5 49.6 50.8 51.1
201 2021/12/09 14:00:44 52.1 55.1 56.5 56.3 55.1
206 2021/12/09 14:00:59 53.6 53.4 51.2 50.6 51.6
211 2021/12/09 14:01:14 52.5 52.6 52.6 51.5 53.1
216 2021/12/09 14:01:29 52.5 52.2 51.6 51.4 52.3
221 2021/12/09 14:01:44 54.0 54.0 54.1 54.7 54.9
226 2021/12/09 14:01:59 53.0 53.3 54.1 53.2 55.5
231 2021/12/09 14:02:14 56.2 55.2 55.6 53.8 54.3
236 2021/12/09 14:02:29 53.6 52.2 52.2 51.3 51.5
241 2021/12/09 14:02:44 52.5 54.7 56.0 54.3 54.8
246 2021/12/09 14:02:59 55.4 55.5 54.5 53.9 55.1
251 2021/12/09 14:03:14 55.8 54.3 54.4 57.8 55.7
256 2021/12/09 14:03:29 53.7 53.1 52.5 51.7 50.7
261 2021/12/09 14:03:44 50.5 52.3 51.7 51.9 50.9
266 2021/12/09 14:03:59 51.7 53.4 55.7 57.1 57.4
271 2021/12/09 14:04:14 57.4 58.7 53.9 52.4 53.4
276 2021/12/09 14:04:29 53.2 52.8 54.6 56.3 54.9
281 2021/12/09 14:04:44 54.3 54.1 54.2 54.4 55.0
286 2021/12/09 14:04:59 56.1 55.6 54.9 53.6 54.1
291 2021/12/09 14:05:14 59.5 53.7 51.8 52.3 53.6
296 2021/12/09 14:05:29 53.1 53.0 51.3 51.1 52.5
- Freq Weight : A
- Time Weight : SLOW
- Level Range : 40-100
- Max dB : 96.9 - 2021/12/09 19:37:10
- Level Range : 40-100
- SEL : 119.3
- Leq : 70.0
-
No.s Date Time (dB)
----------------------------------------------------------------------- 1 2021/12/09 14:30:05 69.8 53.5 51.0 49.5 55.5
6 2021/12/09 14:50:05 55.8 56.7 49.1 48.2 49.0
11 2021/12/09 15:10:05 48.3 51.0 47.1 49.1 48.9
16 2021/12/09 15:30:05 49.4 50.1 48.8 48.4 57.5
21 2021/12/09 15:50:05 48.3 51.1 54.4 60.3 50.1
26 2021/12/09 16:10:05 49.6 50.1 47.3 47.8 45.6
31 2021/12/09 16:30:05 49.8 45.9 53.8 49.3 47.6
36 2021/12/09 16:50:05 47.5 50.6 51.6 54.1 52.0
41 2021/12/09 17:10:05 49.7 51.9 46.8 47.5 47.6
46 2021/12/09 17:30:05 48.8 52.0 49.1 49.9 47.0
51 2021/12/09 17:50:05 48.0 49.2 48.4 50.0 59.2
56 2021/12/09 18:10:05 48.4 53.4 48.6 49.2 48.5
61 2021/12/09 18:30:05 47.5 47.6 47.6 47.3 45.9
66 2021/12/09 18:50:05 48.2 47.4 47.2 49.8 49.7
71 2021/12/09 19:10:05 49.7 47.1 47.2 48.3 48.4
76 2021/12/09 19:30:05 55.3 50.1 47.4 47.7 48.3
81 2021/12/09 19:50:05 49.9 47.5 48.3 48.4 47.3
86 2021/12/09 20:10:05 48.9 47.8 46.4 48.8 48.7
91 2021/12/09 20:30:05 49.9 49.1 47.4 48.3 46.8
96 2021/12/09 20:50:05 48.8 54.1 47.8 50.3 48.2
101 2021/12/09 21:10:05 49.2 49.3 48.0 49.1 52.2
106 2021/12/09 21:30:05 47.3 46.6 49.8 48.1 47.8
111 2021/12/09 21:50:05 47.1 48.1 47.1 47.4 46.7
116 2021/12/09 22:10:05 47.7 49.0 49.4 47.8 48.5
121 2021/12/09 22:30:05 47.0 48.3 49.4 46.7 50.1
126 2021/12/09 22:50:05 45.9 45.1 46.4 47.5 50.4
131 2021/12/09 23:10:05 44.7 44.4 45.1 49.2 45.6
136 2021/12/09 23:30:05 47.4 46.6 45.7 45.7 46.1
141 2021/12/09 23:50:05 44.6 45.5 46.3 46.1 46.4
146 2021/12/10 00:10:05 45.5 47.5 45.1 44.1 47.2
151 2021/12/10 00:30:05 44.5 44.7 43.4 42.2 43.4
156 2021/12/10 00:50:05 45.5 45.3 46.1 51.2 48.2
161 2021/12/10 01:10:05 48.9 47.2 46.7 46.5 50.8
166 2021/12/10 01:30:05 47.2 46.9 45.0 44.0 41.8
171 2021/12/10 01:50:05 44.0 42.2 44.2 44.3 47.4
176 2021/12/10 02:10:05 46.2 47.3 47.2 50.5 46.3
181 2021/12/10 02:30:05 48.9 49.3 48.3 46.4 47.8
186 2021/12/10 02:50:05 48.0 48.9 52.5 51.3 55.6
191 2021/12/10 03:10:05 50.7 49.6 47.0 49.6 49.0
196 2021/12/10 03:30:05 51.5 50.7 50.7 53.0 51.0
201 2021/12/10 03:50:05 47.8 48.8 49.5 50.5 50.8
206 2021/12/10 04:10:05 50.1 51.1 53.0 52.8 52.6
211 2021/12/10 04:30:05 53.1 54.0 53.1 53.5 53.1
216 2021/12/10 04:50:05 53.7 56.6 56.6 53.3 53.5
221 2021/12/10 05:10:05 52.8 52.7 54.3 55.0 54.7
226 2021/12/10 05:30:05 54.1 56.8 56.6 55.4 58.1
231 2021/12/10 05:50:05 58.2 54.2 55.5 54.4 54.7
236 2021/12/10 06:10:05 54.6 56.1 54.7 54.9 55.6
241 2021/12/10 06:30:05 54.2 56.9 56.4 57.3 57.0
246 2021/12/10 06:50:05 59.5 56.1 57.0 56.7 58.2
251 2021/12/10 07:10:05 56.5 57.2 57.6 56.8 56.5
256 2021/12/10 07:30:05 58.3 57.7 57.2 57.2 58.2
261 2021/12/10 07:50:05 58.5 57.2 56.7 61.6 55.2
266 2021/12/10 08:10:05 55.2 55.9 56.3 56.0 55.5
271 2021/12/10 08:30:05 55.0 55.1 54.0 54.8 55.7
276 2021/12/10 08:50:05 53.4 54.9 54.3 53.0 53.9
281 2021/12/10 09:10:05 51.1 51.8 50.0 50.3 50.0
286 2021/12/10 09:30:05 49.0 49.4 50.0 48.3 51.9
291 2021/12/10 09:50:05 53.9 48.3 48.0 48.7 47.4
296 2021/12/10 10:10:05 46.4 48.0 46.0 46.3 47.7
301 2021/12/10 10:30:05 48.4 48.6 47.1 48.8 46.6
306 2021/12/10 10:50:05 52.6 46.8 46.7 48.1 48.5
311 2021/12/10 11:10:05 48.7 48.8 49.6 52.9 51.0
316 2021/12/10 11:30:05 54.2 50.2 50.2 49.7 48.7
321 2021/12/10 11:50:05 49.5 48.4 48.9 49.8 52.0
326 2021/12/10 12:10:05 49.2 48.8 47.7 47.5 47.1
331 2021/12/10 12:30:05 55.1 48.4 50.6 50.1 49.8
336 2021/12/10 12:50:05 49.6 47.8 48.9 47.8 50.6
341 2021/12/10 13:10:05 51.4 48.9 50.2 53.1 57.7
346 2021/12/10 13:30:05 50.0 52.1 48.6 48.5 50.5
351 2021/12/10 13:50:05 50.5 49.3 52.4 50.3 51.8
356 2021/12/10 14:10:05 51.5 48.1 51.1 50.0 51.5
2060 ROCKROSE COURT, GILROY, CA 95020
T 408.201.2752 [email protected]

JOHN/ABBOTT MASTER PLAN

TRANSPORTATION IMPACT ANALYSIS

ADMINISTRATIVE DRAFT REPORT (REVISED)

SALINAS, CALIFORNIA
Prepared for
Uni-Kool Partners
395 W. Market Street
Salinas, California
Prepared by
Keith Higgins, Traffic Engineer
Gilroy, CA 95020
February 14, 2022
Keith Higgins
Traffic Engineer
Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page i

TABLE OF CONTENTS
1 INTRODUCTION............................................................................................................ 1

1.1 Scope of Work .................................................................................................... 1

1.2 Study Network .................................................................................................... 1

1.3 Analysis Scenarios.............................................................................................. 2

1.4 Traffic Operation Evaluation Methodologies........................................................ 2

1.5 Level of Service Standards - Study Network ....................................................... 2

1.6 Significance Criteria............................................................................................ 2

1.6.1 Environmental (CEQA)........................................................................................ 3

1.6.2 City of Salinas (Local)......................................................................................... 3

1.6.3 Caltrans (local).................................................................................................... 3

1.7 Impact Fees ........................................................................................................ 4

1.7.1 Transportation Agency for Monterey County ....................................................... 4

1.7.2 Salinas Traffic Improvement Program................................................................. 4 2 EXISTING TRAFFIC CONDITIONS ............................................................................... 7

2.1 Existing Traffic Network ...................................................................................... 7

2.2 Existing Pedestrian Network ............................................................................... 9

2.3 Existing Bicycle Network..................................................................................... 9

2.4 Existing Transit Service......................................................................................10

2.5 Existing Conditions Traffic Circulation................................................................11

2.5.1 Intersection Operations......................................................................................11

2.5.2 Pedestrian Circulation........................................................................................12

2.5.3 Bicycle Circulation..............................................................................................12 3 EXISTING PLUS PROJECT CONDITIONS...................................................................13

3.1 Project Description.............................................................................................13

3.2 Project Trip Generation......................................................................................13

3.3 Project Trip Distribution and Assignment ...........................................................16

3.4 Existing Plus Project Condition Traffic Circulation..............................................16

3.4.1 Intersection Operations......................................................................................16

3.4.2 Pedestrian Circulation........................................................................................19 Keith Higgins Traffic Engineer
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3.4.3 Bicycle Circulation..............................................................................................19

3.4.4 Transit Circulation..............................................................................................19

3.5 Impact Fees .......................................................................................................19 4 CUMULATIVE WITHOUT PROJECT CONDITIONS .....................................................20

4.1 Derivation of Cumulative Without Project Condition Volumes ............................20

4.2 Network Modifications under Cumulative Conditions..........................................20

4.3 Cumulative Without Project Traffic Conditions ...................................................21

4.3.1 Intersection Operations......................................................................................21

4.3.2 Pedestrian Circulation........................................................................................23

4.3.3 Bicycle Circulation..............................................................................................23

4.3.4 Transit Circulation..............................................................................................24 5 CUMULATIVE PLUS PROJECT CONDITIONS ............................................................25

5.1 Derivation of Cumulative Plus Project Condition Traffic Volumes.......................25

5.2 Cumulative Plus Project Traffic Conditions.........................................................25

5.2.1 Intersection Operations......................................................................................25

5.2.2 Pedestrian Circulation........................................................................................29

5.2.3 Bicycle Circulation..............................................................................................29

5.2.4 Transit Circulation..............................................................................................29 6 SITE ACCESS AND INTERNAL CIRCULATION...........................................................30

6.1 Vehicle Circulation .............................................................................................30

6.1.1 Vehicle Site Access ...........................................................................................30

6.1.2 Vehicle Internal Circulation ................................................................................30

6.2 Pedestrian Circulation........................................................................................30

6.3 Bicycle Circulation..............................................................................................31 7 VEHICLE MILES TRAVELED ANALYSIS .....................................................................32

7.1 City of Salinas VMT Policy .................................................................................32

7.2 City of Salinas VMT Policy .................................................................................32

7.3 Project VMT Analysis.........................................................................................33

7.3.1 Project Land Use VMT Analysis.........................................................................33

7.3.2 Project Off-Site Transportation Improvements VMT Analysis.............................34 Keith Higgins Traffic Engineer
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8 SUMMARY OF RECOMMENDED IMPROVEMENTS...................................................36

8.1 Project Responsibilities......................................................................................36 9 REFERENCES..............................................................................................................38

9.1 List of References..............................................................................................38

9.2 List of Contacts ..................................................................................................39 Keith Higgins Traffic Engineer
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LIST OF EXHIBITS

1. Project Location Map and Study Area
2A. Project Site Plan (Layout)
2B. Project Site Plan (Phasing)

3. Existing Conditions (Off Season) – AM and PM Peak Hour Volumes

4. Seasonal Adjustments – AM and PM Peak Hour Volumes

5. Existing Peak Season Conditions – AM and PM Peak Hour Volumes 6A. Intersection Levels of Service
6B. Recommended Intersection Improvements

7. Project Trip Generation

8. Project Trip Distribution

9. Project Trip Assignment – AM and PM Peak Hour Peak Hour Volumes

10. Existing Plus Project Conditions – AM and PM Peak Hour Peak Hour Volumes

11. Cumulative Without Project Conditions – AM and PM Peak Hour Volumes

12. Cumulative Plus Project Conditions – AM and PM Peak Hour Volumes

13. Internal Project Driveways at Project Buildout (Cumulative Plus Project Conditions) – AM and PM Peak Hour Volumes

14. Internal Intersection Levels of Service
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LIST OF APPENDICES
A. Level of Service Descriptions
B. Existing and Proposed Bicycle Facilities near Project Site C. Intersection Traffic Volume Counts
D. Seasonal Growth Rate Calculations
E. Intersection Level of Service Calculations – Existing Conditions F. Intersection Level of Service Calculations – Existing Plus Project Conditions G. Intersection Level of Service Calculations – Cumulative Without Project Conditions H. Intersection Level of Service Calculations – Cumulative Plus Project Conditions I. Warrant Worksheets
Keith Higgins Traffic Engineer
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1 INTRODUCTION
The Salinas Mixed Use Master Plan project is being proposed to be located at the southeast corner of the John Street (State Route 68, i.e., SR 68) / Abbott Street intersection in Salinas, California. The Project site covers approximately 21 acres and will be composed of residential, commercial, office land uses and a hotel on multiple parcels. It is currently occupied by a variety of agricultural industrial developments.

The locations of the Project site and study area are indicated in Exhibit 1. The Project site plan is shown in Exhibit 2A. The project phasing is shown in Exhibit 2B.

This report summarizes the analysis of potential traffic operations and adverse effects associated with the proposed Project as well as cumulative effects. Existing and Cumulative conditions are analyzed with and without the Project. Vehicular, pedestrian, bicycle and transit circulation are evaluated at the Project site and the immediate surrounding street network.

A Vehicle Miles Traveled (VMT) analysis is also included to comply with current California Environmental Quality Act (CEQA) requirements.

1.1 Scope of Work
This report addresses the following topics:

1. Existing vehicular, pedestrian and bicycle circulation on the surrounding street network.

2. Assessment of potential adverse effects to vehicular, pedestrian, bicycle, and transit circulation due to the Project, and recommendations to minimize or alleviate those effects.

3. Assessment of potential cumulative traffic effects.

4. Site access and on-site circulation assessment.

5. VMT analysis.

1.2 Study Network
The AM and PM peak periods were analyzed at the following 19 intersections. The agency having jurisdiction over each intersection is indicated in parentheses. Their locations are indicated on Exhibit 1.

1. Intersection 1 – E Market Street–Sherwood Drive / Market Way–E Market Street (City of Salinas)

2. Intersection 2 – Front Street / E Alisal Street (City of Salinas)

3. Intersection 3 – Abbott Street / John Street (SR 68) (Caltrans)

4. Intersection 4 – Spring Street / John Street (SR 68) (Caltrans)

5. Intersection 5 – S Sanborn Road / John Street (City of Salinas)

6. Intersection 6 – Abbott Street / Maple Street (City of Salinas)

7. Intersection 7 – Abbott Street / Spicer Street (City of Salinas)

8. Intersection 8 – Abbott Street / Alameda Avenue (City of Salinas)

9. Intersection 9 – Abbott Street / Los Palos Drive – Malarin Street (City of Salinas)

10. Intersection 10 – Abbott Street / E Romie Lane – Abbott Place (City of Salinas)

11. Intersection 11 – E Blanco Road – S Sanborn Road / Abbott Street (City of Salinas) Keith Higgins Traffic Engineer
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1.3 Analysis Scenarios
Traffic operations for the following analysis scenarios were analyzed:

1. Existing Conditions

2. Existing Plus Project Conditions

3. Cumulative Without Project Conditions

4. Cumulative Plus Project Conditions
Improvements recommended to offset adverse effects for each development scenario are recommended where warranted.

1.4 Traffic Operation Evaluation Methodologies
Intersection traffic operations were evaluated based upon the level of service (LOS) concept. LOS is a qualitative description of an intersection’s operations, ranging from LOS A to LOS F. Level of Service “A” represents free flow uncongested traffic conditions. Level of Service “F” represents highly congested traffic conditions with unacceptable delay to vehicles at intersections. The intermediate levels of service represent incremental levels of congestion and delay between these two extremes. LOS descriptions for each type of existing traffic control at the study intersections (i.e., signal, all-way stop and one-/two-way stop) are included as Appendix A.

Intersection traffic operations were evaluated using the Synchro© traffic analysis software (Version 10) using both the 2010 and 2000 Highway Capacity Manual (HCM) methodologies. The average delay is then correlated to a level of service. For two-way stop-controlled intersections, only the vehicle delay for side street traffic is analyzed. LOS for each side street movement is based on the distribution of gaps in the major street traffic stream and driver judgment in selecting gaps. When using the HCM 2010 and 2000 methods for the analysis of signalized and all-way stop-controlled intersections, the overall intersection delay is used to determine LOS.

1.5 Level of Service Standards - Study Network
This study assesses operations at intersections located in two different jurisdictions – City of Salinas and Caltrans. The City of Salinas has an overall level of service (LOS) standard of Level of Service (LOS) D. The overall Caltrans level of service standard is the transition between LOS C and LOS D, abbreviated herein as LOS C-D.

As noted in Section 1.4, the Highway Capacity Manual does not provide overall levels of service for one-way stop-controlled intersections; rather, it only provides side-street operations for this type of traffic control. Side-street operations represent delay for the entire stop-controlled approach, regardless of the number of lanes. Also, side street traffic volumes are typically much lower than volumes on the major street and only represent a small portion of the overall intersection operations.

1.6 Significance Criteria
Two different criteria have been used to assess the impacts and adverse effects of this Project – one for environmental impacts and one for local adverse effects. The environmental impacts refer to impacts assessed per California Environmental Quality Act (CEQA) guidelines. Local adverse Keith Higgins Traffic Engineer
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effects are assessed relative to the City of Salinas General Plan and Caltrans level of service standards. The following criteria and thresholds have been used in this study:

1.6.1 Environmental (CEQA)
Effective as of July 2020, Senate Bill (SB) 743 requires that transportation impacts for projects per the California Environmental Quality Act (CEQA) be based on a project’s Vehicle Miles Traveled (VMT), rather than level of service. The publication Technical Advisory on Evaluating Transportation Impacts in CEQA, State of California Governor’s Office of Planning and Research, December 2018, suggests that a significant environmental (CEQA) VMT threshold for various land use categories. The Senate Bill 743 Vehicle Miles Traveled Implementation Policy - City of Salinas, Final Interim Policy, October 13, 2020, is the basis for the evaluation of the Project’s VMT impact significance.

1.6.2 City of Salinas (Local)
For the purposes of this analysis, an adverse effect would occur at any study intersection under the jurisdiction of the City of Salinas under the following circumstances:

Signalized or All-Way Stop-Controlled Intersection (Intersections 1-3, 5, and 9-11):
• An adverse effect would occur if an intersection operating at LOS A, B, C, or D pre-Project degrades to E or F with the addition of Project traffic. • For intersections already operating at unacceptable level E or F pre-Project, any increase (one vehicle) in traffic is considered to be an adverse effect.

One- or Two-Way Stop-Controlled Intersection (Intersections 6-8):
• An adverse effect would occur if the side-street at an intersection operating at LOS A, B, C or D pre-Project degrades to LOS E or F with Project traffic AND if any traffic signal warrant is met with the addition of Project traffic; or • For side-streets already operating at LOS E or F pre-Project, an adverse effect would occur with the addition of any Project traffic during the deficient peak hour AND if any traffic signal warrant is met with the addition of Project traffic.

1.6.3 Caltrans (local)
For the purposes of this analysis, an adverse effect would occur at any intersection under the jurisdictions of Caltrans under the following circumstances:

One- or Two-Way Stop-Controlled Intersection (Intersection 4,12):
• An adverse effect would occur if the side-street at an intersection operating at LOS A, B or C pre-Project degrades to LOS D, E or F with Project traffic; or • For side-streets already operating at LOS D, E or F pre-Project, the addition of any Project traffic during the deficient peak hour would be considered an adverse effect, regardless of its effects on delay.

Keith Higgins Traffic Engineer
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1.7 Impact Fees
The Project will be assessed the following two transportation impact fees.

1.7.1 Transportation Agency for Monterey County
The Transportation Agency for Monterey County (TAMC) and its member jurisdictions have adopted a county-wide, regional development impact fee to cover the costs for studies and construction of many roadway improvements throughout Monterey County. This impact fee, which went into effect on August 27, 2008, is applied to new development within Monterey County.

The governing document for the fee is the Regional Impact Fee Nexus Study Update (March 26, 2008) prepared by Kimley-Horn Associates, Inc. The Regional Impact Fee Nexus Study Update was updated in October 2018 by Wood Rodgers.

TAMC, Monterey County and Caltrans have agreed that the payment of the TAMC fee satisfies the Project’s fair share contribution to improvements that alleviate cumulative adverse effects throughout the regional highway system. This includes highways that will operate deficiently but no capital improvement project is currently programmed to correct the deficiency. Projects partially funded by the TAMC fee in North Monterey County and the vicinity of Salinas are listed below.

1. TAMC Improvement 2 – SR 156 Widening from US 101 to Castroville Boulevard

2. TAMC Improvement 4 - Davis Road North from Blanco Road to Market Street (SR183)

3. TAMC Improvement 5 – Davis Road South from Blanco Road to Reservation Road, including replacement of bridge over Salinas River

4. TAMC Improvements 7 - US-101 - South County Phase 1 (Frontage Roads - Salinas to Chualar)

5. TAMC Improvement 8 – US-101 South County Phase 2 (Harris Road)

6. TAMC Improvement 10 – US 101 Widening from Airport Boulevard to Boronda Road Additional funding will be provided by Measure X, the Transportation Sales Tax measure. These local funding sources are anticipated to leverage State and federal funding sources to fully fund the improvements. Toll roads are also being considered as a funding source.

1.7.2 Salinas Traffic Improvement Program
The City of Salinas Traffic Improvement Program – 2010 Update, Wood Rodgers, March 2010, is the technical document used to establish the Salinas Traffic Fee Ordinance (TFO), which is the primary funding source for transportation improvements to offset adverse effects of cumulative development as the City builds out its current General Plan.

Improvements included in the Traffic Improvement Program that are located in the vicinity of the Project site are listed below along with their individual TFO project number.

1. TFO 30 – Rossi Street Widening. Widen W Rossi Street to four lanes between N Main Street and Sherwood Drive.

2. TFO 32 – Widen US 101. Widen US 101 to six lanes between Sala Road and Harris Road.

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3. TFO 37A, 37B and 37C – Sanborn Road Improvements. Construct the following:
a. Widen Sanborn Road to six lanes between John Street and Abbott Street; b. Signalize the S Sanborn Road / US 101 Northbound Off-Ramp – Fairview Avenue intersection. This improvement was completed in 2017;
c. Widen Fairview Avenue to three lanes between S Sanborn Road and US 101 Northbound Ramps; and
d. Construct Elvee Drive extension between Work Street and 925 feet east of Work Street, including a new bridge over an existing drainage ditch, plus disconnect Elvee Drive at S Sanborn Road.

4. TFO 38 – Airport Boulevard / US 101 Interchange Upgrade. Implement the previously approved Caltrans Project Study Report (PSR) improvements to the US 101 Southbound ramps at Airport Boulevard.

5. TFO 39 – Harris Road / US 101 Interchange. Construct a full interchange on US 101 at Harris Road, replacing the existing partial interchange at Abbott Street.

6. TFO 41 – Blanco Road Widening. Widen W Blanco Road to four lanes between Reservation Road near Marina and W Alisal Street in Salinas.

7. TFO 42 – Abbott Street Widening – John Street to Romie Lane. Add left turn channelization along Abbott Street by widening Abbott Street where feasible and eliminating on-street parking in both directions between John Street and Romie Lane.

8. TFO 43 – Alisal Street Improvements. Add left turn channelization at major intersections between Monterey Street and Front Street.

9. TFO 44 – John Street Improvements. Add left turn channelization and eliminate street parking between Abbott Street and Alisal Street.

10. TFO 59 – Main Street (RTE 68) / Blanco Road Intersection. Construct various improvements at the S Main Street (SR 68) / E Blanco Road intersection.

11. TFO 64 – Romie Lane (Pajaro to Alameda). Widen E Romie Lane to four lanes between Pajaro Street and California Street.

12. TFO 65 – John Street at US 101 (Overpass). Widen the existing John Street overpass of US 101 to four lanes.

13. TFO 66 – Elvee Drive (Work Street to Reclamation Ditch). Included in TFO 37B – Construct Elvee Drive extension between Work Street and 925 feet east of Work Street.

14. TFO 67 – Work Street / Terven Avenue / Sanborn Road Intersection. Construct various intersection improvements at the S Sanborn Road / Work Street – Terven Avenue intersection.

15. TFO 68 – Abbott Street / E. Blanco Road / Sanborn Road Intersection. Construct various intersection improvements at the E Blanco Road – S Sanborn Road / Abbott Street intersection.

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16. TFO 69 – Hansen Street / Airport Boulevard Intersection. Construct various intersection improvements at the Hansen Street / Airport Boulevard intersection.

17. TFO 70 – Hansen Street / Harkins Road Intersection. Construct various intersection improvements at the Hansen Street / Harkins Road intersection.

18. TFO 71 – Abbott Street / Harkins Road Intersection. Construct various intersection improvements at the Abbott Street / Harkins Road intersection.

19. TFO 72 – Abbott Street / Merrill Street Intersection. Construct various intersection improvements at the Abbott Street / Merrill Street intersection.

20. TFO 73 – Davis Road / Blanco Road Intersection. Construct various intersection improvements at the S Davis Road / W Blanco Road intersection.

21. TFO 74 – Abbott Street Widening – Harkins Road to Harris Road. Widen and reconstruct the northeast frontage of Abbott Street between Harkins Road and Harris Road.

22. TFO 75 – Airport Boulevard / US 101 Southbound Off-Ramp Widening. Widen the existing US 101 southbound offramp at Airport Boulevard to two lanes. This is part of TFO 38 – Airport Boulevard / US 101 Interchange Upgrade.

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2 EXISTING TRAFFIC CONDITIONS
This chapter evaluates Existing traffic conditions and includes a description of the Project setting.

2.1 Existing Traffic Network
The Project is located at the southeast corner of Abbott Street and John Street (SR 68) in the City of Salinas. It is approximately a half-mile southeast of downtown Salinas and one-third mile west of US 101.

The key roadways in the vicinity of the Project include US 101, Abbott Street, John Street (SR 68), E Market Street, Sherwood Drive, Front Street, E Alisal Street, S Sanborn Road, E Romie Lane and E Blanco Road. Other roadways in the study area include Market Way, Spring Street, Maple Street, Spicer Street, Alameda Avenue, Los Palos Drive, Malarin Street, and Abbott Place.

These facilities are described below, in alphabetical order:

Abbott Place is a two-lane local street providing access to various industrial and ag industrial facilities that is a frontage street immediately east of Abbott Street near East Romie Lane. Its unposted speed limit is 25 miles per hour (mph).

Abbott Street is a four-lane major arterial street providing access to residential neighborhoods, commercial uses, and industrial and ag industrial facilities west of the Union Pacific railroad tracks. Its posted speed limit is 35 mph.

Alameda Avenue is a two-lane residential collector street providing access to neighborhoods west of Abbott Street and north and south of E Romie Lane. It also provides access to commercial properties near its intersection with Abbott Street and medical offices near its intersection with E Romie Lane. Its presumed speed limit is 25 mph.

East Alisal Street is a two- to four-lane major arterial street providing access to residential neighborhoods and commercial properties east and west of downtown Salinas. It also provides access into the heart of downtown Salinas. Its posted speed limit is 35 mph east of Front Street and 25 mph west of Front Street.

East Blanco Road is a three- to four-lane major arterial street in southern Salinas, connecting the industrial and ag industrial facilities in southern Salinas with Marina and the greater Monterey Peninsula. The posted speed limit on Blanco Road in the study area is 45 mph.

Front Street is a two- to four-lane street in Salinas. North of Abbott Street, Front Street is a fourlane major arterial street providing access to residential and commercial properties. South of Abbott Street, Front Street is a two-lane local street that also provides access to residential neighborhoods and commercial properties. The posted speed limit on Front Street is 35 mph between East Alisal Street and Abbott Street and 25 mph north of East Alisal Street. The presumed speed limit on Front Street south of Abbott Street is 25 mph.

John Street is a two- to four-lane major arterial south of downtown Salinas. It provides access to residential neighborhoods, commercial uses and industrial and ag industrial facilities. Between S Main Street and S Wood Street, John Street is also SR 68, which connects Salinas and Monterey via Spreckels and Toro Park. The posted speed limit on John Street is 30 mph west of Abbott Street and 35 mph east of Abbott Street.

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Los Palos Drive is a two-lane collector street providing access to residential neighborhoods and medical offices near Salinas Valley Memorial Hospital (SVMH). It also provides access to the emergency room at SVMH via its connection to San Jose Street. Its speed limit is 25 mph.

Malarin Street is a two-lane collector street providing access to medical offices, industrial and ag industrial facilities east of Abbott Street near Los Palos Drive. Its speed limit is 25 mph.

Maple Street is a two-lane primarily residential collector street, providing access to residential neighborhoods south of John Street (SR 68) between South Main Street (SR 68) and Abbott Street. It also provides access to various commercial uses near its intersections with South Main Street and Abbott Street. The presumed speed limit on Maple Street is 25 mph.

East Market Street is a two- to four-lane major arterial street through central Salinas. West of downtown Salinas, it provides access to various commercial and industrial areas, as well as the Salinas Amtrak train station. East of downtown Salinas, it provides access to commercial and industrial areas and residential neighborhoods, including the Alisal district of eastern Salinas. In addition, Market Street west of Salinas Street is also State Route 183 (SR 183), which provides direct access to the unincorporated community of Castroville and connections to Monterey and Santa Cruz. The posted speed limit on East Market Street is 25 mph west of Sherwood Drive and 35 mph east of Sherwood Drive.

Market Way is a two-lane local street serving the Chinatown district of Salinas. The presumed speed limit is 25 mph.

East Romie Lane is a two- to four-lane street extending between Abbott Street and west of South Main Street (SR 68). It is a minor arterial between S Main Street (SR 68) and Abbott Street, and a collector street west of S Main Street (SR 68). East Romie Lane is four lanes wide east of Alameda Avenue and two lanes wide west of Alameda Avenue. East Romie Lane provides access to residential neighborhoods north and south of it, SVMH and the various medical offices near the hospital, and commercial properties. The posted speed limit on East Romie Lane in the study area is 35 mph east of California Street and 25 mph west of California Street.

South Sanborn Road is a four- to five-lane major arterial street provides the primary access to the Boronda area from North Davis Road. It is a two-lane east-west arterial that extends from the Davis Road/Laurel Drive intersection to Boronda Road. The posted speed limit on South Sanborn Road is 45 mph.

Sherwood Drive is a four-lane major arterial street connecting northern and downtown Salinas.

At East Bernal Drive, its name changes to Natividad Road. It provides access to residential neighborhoods and commercial uses. In the vicinity of the study area, the posted speed limit on Sherwood Drive is 35 mph.

Spicer Street is a two-lane collector street providing access to commercial, industrial, and ag industrial facilities east of Abbott Street and south of John Street (SR 68). The presumed speed limit on Spicer Street is 25 miles per hour (mph).

Spring Street is a two-lane local street providing access to its fronting residential, commercial, and industrial properties. The presumed speed limit is 25 mph.

Keith Higgins Traffic Engineer
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US 101 is a regional north-south facility through the City of Salinas. It is currently a four-lane roadway with interchanges in the city. The posted speed limit through the city is 65 mph. The nearest and most direct interchange access point to the Project from US 101 is the John Street (SR 68) interchange.

2.2 Existing Pedestrian Network
Sidewalks are nearly continuous throughout the entire study area. There is an approximately 5- foot sidewalk along the Project frontages of both Abbott and John Streets (SR 68). These sidewalks connect to nearly all of the other sidewalks in the study area. The only gaps in sidewalks in the study are as follows:

1. John Street (SR 68) at the at-grade Union Pacific railroad crossing (both directions) Crosswalks are striped at all signalized study intersections and some unsignalized study intersections. Near the Project site, crosswalks are striped across all approaches at the Abbott Street / John Street (SR 68), as well as at the following unsignalized intersections:

1. Spring Street / John Street (SR 68) – only across north leg of Spring Street;

2. Front Street / John Street (SR 68) – only across north and south legs of Front Street;

3. Abbott Street / Maple Street – across Maple Street and only across north leg of Abbott Street;

4. Abbott Street / Alameda Avenue – across west leg of Alameda Avenue and only across north leg of Abbott Street .

2.3 Existing Bicycle Network
There are four types of bicycle facilities defined by Caltrans. Each type is described below:

1. Bike path (Class I) – A separate right-of-way designed for the exclusive use of bicycle and pedestrian traffic with crossflow minimized.

2. Bike lane (Class II) – A striped lane for one-way bike travel on a street or highway, typically including signs placed along the street segment.

3. Bike route (Class III) – Provides a shared use with pedestrian or motor vehicle traffic.

Typically, these facilities are city streets with signage designating the segment for Bike Route without additional striping or facilities.

4. Separated Bikeways (Class IV) – A bikeway for the exclusive use of bicycles and includes a separation between the bikeway and the through vehicular traffic. The separation may include, but is not limited to, grade separation, flexible posts, inflexible posts, inflexible barriers, or on-street parking.

A bicycle network map for Monterey County is included in Appendix B. This map is cited from Transportation Agency for Monterey County Bicycle and Pedestrian Master Plan, Alta Planning + Design, December 2011 (“TAMC Bicycle and Pedestrian Master Plan”).

Bicycle facilities are provided along the following roadways in the study network:
• Bike Lane (Class II):

Keith Higgins Traffic Engineer
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a. Abbott Street, between Harkins Road and Front Street (both directions). This includes the Project frontage.
b. John Street, generally between Wood Street and S Sanborn Road as well as between the Union Pacific Railroad (UPRR) tracks and Work Street. c. Front Street, between Abbott Street and E Alisal Street. d. E Alisal Street, between Front Street and Griffin Street (both directions). e. Sherwood Drive, between E Market Street and E Bernal Drive. • Bike Route (Class III):
a. Maple Street, between Abbott Street and S Main Street (SR 68) (both directions). b. All of SR 68 in Salinas is also designated as a Caltrans bike route. This includes John Street between Main Street and the UPRR tracks, which includes the Project’s John Street frontage. However, there are no physical bicycle facilities or signs on either John Street indicating this designation.

Pavement delineation of the signed Class II bike lanes in the study area is poor or non-existent in some parts of the study area. This includes southbound Abbott Street between John Street (SR 68) and Maple Street, where there is no bike lane striping at all, despite the “Bike Lane” sign just south of John Street (SR 68).

2.4 Existing Transit Service
Monterey-Salinas Transit (MST) provides fixed-route bus service in Monterey County and Peninsula cities. Three MST bus lines provides service near the study Project site:
c. Line 23 (Salinas – King City). This line provides weekday and weekend service roughly every 30-120 minutes between roughly 4:00 AM – 10:30 PM. d. Line 82 (Fort Hunter Liggett – Salinas Express). This line provides weekday service via just five runs (two AM runs and three PM runs) and weekend service via just three runs (one AM run and two PM runs).
e. Line 86 (King City – San Jose/SJ Airport). This line provides weekday service via just four runs (two AM runs and two PM runs) and weekend service via just eight runs (four AM runs and four PM runs).

There are three bus stops in the vicinity of the Project – all are on Abbott Street, and all are only serviced by Line 23. These bus stops locations are as follows:
f. Abbott Street northbound, just north of Maple Street. This is adjacent to the Project site. g. Abbott Street southbound, just south of John Street (SR 68). This is located directly across the street from the Project site.
h. Abbott Street northbound, just north of Summer Street. This is located about 700 feet north of the Project site, or a less than a 5-minute walk from the Project site.

Keith Higgins Traffic Engineer
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2.5 Existing Conditions Traffic Circulation

2.5.1 Intersection Operations
Traffic volumes were counted at the study intersections during the AM (7:00 – 9:00 AM) and PM (4:00 – 6:00) 2-hour peak periods on Thursday, November 21, 2019. Traffic data was collected for cars, trucks, buses, bicyclists, and pedestrians. From these counts, the AM and PM peak hour volumes were derived. Traffic volumes at immediately adjacent study intersections were also balanced as necessary. Exhibit 3 depicts the peak turning movement volumes for the study intersections under Existing Conditions. Appendix C contains the traffic count data collected at these study intersections.

The traffic counts at the study intersections were collected in November 2019, outside of the peak agricultural harvest season of the summer months. The high number of agricultural processing and distribution facilities in and near the study network increases traffic in and through the area during the peak season, principally along Abbott Street, Sanborn Road and Blanco Road. To account for this, seasonal adjustments were applied to the study network volumes. These adjustments were developed based on recent and historical peak-season traffic counts at study intersections that were collected for other traffic studies and by the City of Salinas. In addition, review of the Existing condition (Off Season) volumes (Exhibit 3) and Caltrans ramp volumes indicate that many vehicles to and from the agricultural industrial corridors on Abbott Street and Sanborn Road use the John Street ramps at US 101 rather than the Sanborn Road or Airport Boulevard ramps, likely to avoid existing congestion at those other ramps. In total, these adjustments represent an average volume increase of approximately 10.7% over non-seasonal volumes. As a comparison, a review of the volumes in Salinas Ag-Industrial Center Traffic Impact Analysis, Higgins Associates, September 2, 2008, indicates that peak season volumes were approximately 9% higher than the off-peak volumes in that analysis. Seasonal growth calculations are included in Appendix D.

Exhibit 4 contains the resulting seasonal volume adjustments at each of the study intersections.

These were added to the Existing volumes (Off Season) to estimate the Existing Peak Season condition volumes depicted in Exhibit 5. All analysis scenarios in this report are based on the peak season adjustment volumes in Exhibit 5. The warrant worksheet evaluations (Appendix I) also use the intersection volumes with the peak season adjustments.

Existing Peak Season intersection lane configurations, traffic controls and levels of service at the study intersections are summarized in Exhibit 6A. Recommended intersection improvements are summarized in Exhibit 6B. The LOS calculation sheets for Existing Peak Season conditions can be found in Appendix E.

Most of the study intersections currently operate at or better than their level of service standards.

However, the following four intersections currently operate below their respective standards:

1. Intersection 3 – Abbott Street / John Street (SR 68) – LOS D (AM), LOS E (PM).

2. Intersection 4 – Spring Street / John Street (SR 68) – Side-Street LOS D (AM), LOS F (PM).

3. Intersection 6 – Abbott Street / Maple Street – Side-Street LOS F (AM), LOS E (PM).

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4. Intersection 8 – Abbott Street / Alameda Avenue – Side-Street LOS E (AM, PM) The recommended improvements at these four intersections are as follows. With these improvements all study intersections would operate at acceptable levels of service.

1. Intersection 3 – Abbott Street / John Street (SR 68):
a. Add second westbound John left turn lane; and

2. Intersection 4 – Spring Street / John Street (SR 68) – Modify John Street median to:
a. Prevent eastbound John left turn movement;
b. Prevent northbound Spring left and through movements; and c. Prevent southbound Spring left and through movements.

3. Intersection 13 – Abbott Street / Maple Street – Project Driveway:
a. Add eastbound Maple right turn lane. This improvement can be implemented by prohibiting on-street parking along approximately 75 feet of Maple Street near the intersection;
b. Add northbound Abbott left turn lane (Salinas TFO 42); and c. Add southbound Abbott left turn lane (Salinas TFO 42).

4. Intersection 15 – Abbott Street / Alameda Avenue:

No improvements required.

2.5.2 Pedestrian Circulation
There is a moderate level of pedestrian activity at many of the study intersections. The study intersections average about 19 pedestrian crossings during both the AM and PM peak hours. The highest overall crossing activity occurs near schools (e.g., S Sanborn Road / John Street – 57 crossings (AM) and 104 crossings (PM)). Nearer to the Project, pedestrian activity is much lower (e.g., Abbott Street / Maple Street – 14 crossings (AM and PM)).

2.5.3 Bicycle Circulation
There is little to no bicycle traffic at any of the study intersections. On average, only two bicyclists traveled through each of the study intersections during the AM and PM peak hours. The highest amount of bicycle traffic during the peak hours was four bicyclists, which occurred at Front Street / E Alisal Street (AM and PM peak hours), Abbott Street / Spicer Street (PM peak hour) and Abbott Street / Alameda Avenue (PM peak hour).

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 13
3 EXISTING PLUS PROJECT CONDITIONS

3.1 Project Description
The Project will include residential, commercial, restaurant, general office, medical office, and hotel uses. The quantities of each of the land uses are as follows.

1. 242 apartments

2. 118,400 square feet of general commercial space

3. 30,900 square feet of office space

4. 111-room hotel
The Project is proposed to be developed in 7 phases. A future phase may include the redevelopment of a parcel at the corner of Spicer Street and Brunken Avenue. The land use, size and timing of this phase has not been determined. In addition, this potential future development area is currently fully occupied by an active industrial use. It is likely that there will not be an increase in traffic if this site is redeveloped in the future. It is assumed to remain with its current use in this analysis. Exhibit 2B depicts the Project site plan by Project phase. The following section summarizes the trip generation and Project access for each of these phases.

The specific commercial and office land uses within each building are not defined for many of the proposed Project buildings. Where uses are defined (e.g., bank, market), trip generation for that specific use is incorporated into the Project trip generation. Otherwise, for the purpose of estimating the Project trip generation, the generic commercial and office uses are split between Variety Store, Fast Food Restaurant without Drive-Through, Quality Restaurant, General Office, and Medical Office.

The Project proposes two access points as described below.

1. West Access: Addition of a Project Driveway that would expand the existing driveway, which is the fourth leg at the existing Abbott Street / Maple Street intersection.

2. North Access: Existing Spring Street south of John Street (SR 68), which will be limited to right turns in and out.

The Project does not propose any full-access connections to Spicer Street near Brunken Avenue.

An emergency vehicle access or pedestrian/bicycle access to Spicer Street is possible. This would not affect traffic operations in the study area. No Spicer Street connection is included in this analysis.

3.2 Project Trip Generation
The following discussion describes each of the seven phases of the Project and its corresponding trip generation. The associated traffic generation for each phase and at full buildout is tabulated on Exhibit 7. Sheet 1 of Exhibit 7 provides trip generation rates for each land use referenced from Trip Generation Manual, 10th Edition, Institute of Transportation Engineers (ITE), 2018, unless otherwise noted in the discussions of each Project phase. Sheet 1 also provides an incremental estimate of total Project trips with the addition of each Project phase. Sheet 2 of Exhibit 7 provides a breakdown of trip generation by land use for each individual phase. Project access for each phase is also discussed below.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 14

1. Phase 1 – Home 2 Suites Hotel
Phase 1 of the Project will include the 111-room Hilton Home 2 Suites Hotel, an extended-stay hotel. It is expected to generate about 693 daily trips with 53 during the AM peak hour and 58 during the PM peak hour, based on the ITE All Suites Hotel (ITE Land Use Category 311) trip generation rate. This assumes a worst case 100% occupancy. In comparison, average occupancy, and corresponding hotel trip generation, will be about 74% of this amount, per ITE.

Project access for Phase 1 will be primarily via a new driveway that will create the east (fourth) leg of the existing Abbott Street / Maple Street intersection. The existing driveway that is the fourth leg of the existing John Street (SR68) / Spring Street intersection is proposed to remain as a full-access driveway.

2. Phase 2 – Buildings 1F, 1H and 1J
Phase 2 of the Project will include:
a. Building 1F (7,900 square feet of variety store and 14 apartments) b. Building 1H (6,000 square feet of variety store and 6 apartments) c. Building 1J (7,500 square feet of variety store and 8 apartments) They are expected to generate a total of about 1,563 daily trips with 81 during the AM peak hour and 161 during the PM peak hour. This will be added to Phase 1. The net trip generation total for Phases 1 and 2, assuming 5% internal trips, is expected to be about 2,143 daily trips with 127 during the AM peak hour and 208 during the PM peak hour.

Project access for Phases 1 and 2 is proposed to be the same as Phase 1.

3. Phase 3 – Buildings 1G and 1I
Phase 3 of the Project will include:
a. Building 1G (12,800 square feet total, envisioned to include 3,200 square feet of variety store, 3,200 square foot fast food restaurant without drive-through, 4,480 square feet of general office and 1,920 square feet of medical office) b. Building 1I (12,800 square feet total, envisioned to include 3,200 square feet of variety store, 3,200 square foot quality restaurant, 4,480 square feet of general office and 1,920 square feet of medical office)
They are expected to generate a total of about 2,004 daily trips with 122 during the AM peak hour and 184 during the PM peak hour. This will be added to Phases 1 and 2. The net trip generation total for Phases 1 through 3, assuming 10% internal trips, is expected to be about 3,834 daily trips with 230 during the AM peak hour and 362 during the PM peak hour.

Project access for Phases 1 through 3 is proposed to be the same as Phase 1.

4. Phase 4 – Buildings 1D and 1E
Phase 4 of the Project will include:
a. Building 1D (8,500 square feet total, envisioned to include a 4,250 square feet of variety store and 4,250 square foot fast food restaurant without drive-through) b. Building 1E (5,500 square feet total, envisioned to include a 2,750 square feet of variety store and 2,750 square foot quality restaurant)
They are expected to generate a total of about 2,147 daily trips with 132 during the AM peak hour and 189 during the PM peak hour. This will be added to Phases 1 through 3. The net trip Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 15
generation total for Phases 1 through 4, assuming 10% internal trips, is expected to be about 5,766 daily trips with 349 during the AM peak hour and 533 during the PM peak hour.

Project access for Phase 4 will be the same as for Phases 1 through 3 plus the conversion of the Project’s existing Spring Street driveway of John Street (SR 68) into a right-in / right-out driveway for the Project.

5. Phase 5 – Buildings 1B and 1C
Phase 5 of the project will include:
a. Building 1B (5,500 square feet total, envisioned to include 2,750 square feet of variety store and 2,750 square foot fast food restaurant without drive-through) b. Building 1C (5,000 square feet total, envisioned to include 2,500 square feet of variety store and 2,500 square foot quality restaurant)
They are expected to generate a total of about 1,496 daily trips with 88 during the AM peak hour and 134 during the PM peak hour. This will be added to Phases 1 through 4. The net trip generation total for Phases 1 through 5, assuming 10% internal trips, is expected to be about 7,121 daily trips with 432 during the AM peak hour and 657 during the PM peak hour.

Project access for Phase 5 will be the same as for Phases 1 through 4.

6. Phase 6 – Buildings 3A, 3B, 3C, 3D, Butler Building, 3E, 3F and 4 Phase 6 of the Project will include:
a. Building 3A (4,800 square feet of variety store and 4 apartments) b. Building 3B (5,400 square feet of variety store and 18 apartments) c. Building 3C (6,000 square feet of variety store and 6 apartments) d. Building 3D (13,000 square feet of variety store and 36 apartments) e. Butler Building (covered parking area)
f. Building 3E (7,000 square feet of variety store and 16 apartments) g. Building 3F (3,800 square foot bank and 4 apartments) h. Building 4 (50 apartments)
They are expected to generate a total of about 3,659 daily trips with 222 during the AM peak hour and 422 during the PM peak hour. This will be added to Phases 1 through 5. The net trip generation total, assuming 10% internal trips, is expected to be about 10,405 daily trips with 628 during the AM peak hour and 1,033 during the PM peak hour.

Project access for Phase 6 will be the same as for Phases 1 through 5.

7. Phase 7 – Buildings
Phase 7 of the Project will include:
a. Building 2A (80 apartments)
b. Building 2B (17,000 square feet total, with 8,500 square feet of variety store and 8,500 square feet of general office
c. Building 2C (20,800 square feet total, with 11,200 square foot market and 9,600 square feet of medical office)
They are expected to generate a total of about 2,738 daily trips with 144 during the AM peak hour and 249 during the PM peak hour. This will be added to Phases 1 through 6 and will result in Project buildout. The net trip generation total for the entire Project (Phases 1-7), assuming Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 16
10% internal trips, is expected to be about 12,870 daily trips with 758 during the AM peak hour and 1,257 during the PM peak hour.

Project access for Phase 7 is proposed to be the same as Phases 1-6.

Note: The operational analysis in this report uses a slightly higher project trip generation, which is based on a prior and now superseded project definition. The net analyzed trip generation total for the entire Project (Phases 1-7), assuming 10% internal trips, is 13,029 daily trips with 776 during the AM peak hour and 1,280 during the PM peak hour. Therefore, the analysis represents a slightly more conservative analysis.

3.3 Project Trip Distribution and Assignment
Exhibit 8 depicts the trip distribution for the Project at full buildout. The trip distribution was combined with the Project trip generation to derive the Project trip assignment depicted in Exhibit 9.

3.4 Existing Plus Project Condition Traffic Circulation

3.4.1 Intersection Operations
The Project trip assignment (Exhibit 9) was added to the Existing Peak Season traffic volumes in Exhibit 5 to estimate the Existing Plus Project volumes on Exhibit 10.

Existing Plus Project condition intersection levels of service are summarized on Exhibit 4A.

Recommended intersection improvements are summarized on Exhibit 4B. The LOS calculation sheets for Existing Plus Project conditions can be found in Appendix F.

Most of the study intersections will operate at or better than their level of service standards.

However, the following nine intersections will operate below their respective standards:

1. Intersection 3 – Abbott Street / John Street (SR 68) – LOS E (AM, PM)

2. Intersection 4 – Spring Street / John Street (SR 68) – Side-Street LOS F (PM)

3. Intersection 6 – Abbott Street / Maple Street – Side-Street LOS F (AM, PM)

4. Intersection 8 – Abbott Street / Alameda Avenue – Side-Street LOS F (AM, PM) Below is a discussion of the recommended improvements needed to improve operations to an acceptable or better level of service under Existing Plus Project conditions.

1. Intersection 3 – Abbott Street / John Street (SR 68):

The overall level of service under Existing Plus Project conditions would be LOS E (AM, PM), compared to LOS D (AM) and LOS E (PM) without the Project. Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection. • Recommendation:
a. Add a second westbound John left turn lane; and
b. Add a second northbound Abbott right turn lane.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 17
• Operations after implementation of Improvement: LOS D (PM). Although the resulting LOS with improvement is still deficient per Caltrans standards, delay is better than pre-project conditions and meets City of Salinas standards. • Responsibility for Improvement: The Project will be responsible for implementation of this improvement.
• Just a single northbound right turn lane (Alternative 1) would only achieve LOS E during PM peak hour, hence a second right turn lane (Alternative 2) is recommended. A single northbound right turn lane with a right turn overlap (right turn green arrow current with the westbound John left turn lane) could be considered. However, westbound to eastbound U-turns would need to be prohibited. This will be an important movement to minimize the southbound Abbott left turn volume at the Project’s Maple Street entrance.

2. Intersection 4 – Spring Street / John Street (SR 68):

The side-street (Spring Street) level of service under Existing Plus Project conditions would be LOS LOS F (PM), compared to LOS D (AM) and LOS F (PM) without the Project. The Caltrans peak hour signal warrant will not be met at this intersection as indicated in Appendix I. Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection.
• Recommendation:
a. Fully Close the John Street Median to:
i. Prevent the eastbound John left turn movement;
ii. Eliminate the existing westbound John left turn movement; iii. Prevent the northbound Spring left and through movements; and iv. Prevent the southbound Spring left and through movements. • Operations after implementation of Improvement: LOS C (PM), LOS F near E (PM).
• Responsibility for Improvement: The Project will be responsible for implementation of this improvement.

3. Intersection 6 – Abbott Street / Maple Street – Project Driveway:

The side-street level of service under Existing Plus Project conditions would be LOS F (AM, PM), compared to LOS F (AM) and LOS E (PM) without the Project. The Caltrans peak hour signal warrant will be met at this intersection as indicated in Appendix I.

Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 18
• Recommendation:
a. Add eastbound Maple right turn lane. This improvement can be implemented by prohibiting on-street parking along approximately 75 feet of Maple Street near the intersection, which includes the 7-11 convenience store driveway and one parallel parking space west of the driveway. Parking is already prohibited between the 7-11 driveway and Abbott at the existing fire hydrant. b. Add northbound Abbott left turn lane (included in Salinas TFO 42); c. Add southbound Abbott left turn lane (included in Salinas TFO 42); d. Provide separate westbound Maple (Project Exit) left/through and right turn lanes;
e. Signalize Intersection; and
f. Add westbound right turn overlap signal phase.
• Operations after Implementation of Improvement: LOS B (AM), LOS D (PM). • Responsibility for Improvement: The Project will be responsible for implementation of this improvement. The Project would also be eligible for a reduction in its applicable TFO fee through implementation of recommended TFO improvements, if not already implemented by the City of Salinas.
• Signalization, along with the other improvements, is the preferred option for improving operations not only under the Existing Plus Project scenario but also under Cumulative Without Project conditions. The existing Abbott / John (SR 68) intersection will create some additional gaps in traffic that would accommodate some traffic to and from Maple, but not enough gaps to adequately reduce delays on its own. Eastbound and westbound left-turn prohibitions are not recommended due to a lack of desirable alternative routes for these movements. For example, northbound Abbott at John (SR 68) currently prohibits U-turns, precluding this as an alternative for existing northbound Abbott left turns at Maple.

4. Intersection 8 – Abbott Street / Alameda Avenue:

The level of service under Existing Plus Project conditions would be LOS E/F (AM) and LOS F (PM), compared to LOS E (AM, PM) without the Project. The Caltrans Peak Hour signal warrant will not be met at this intersection as indicated in Appendix I. The calculations also do not consider that gaps in northbound and southbound Abbott Street traffic will be provided by the existing traffic signals at John Street (1,700 feet to the north) and Los Palos Drive (1,300 feet to the south). In addition, more distinct gaps will be provided by the proposed traffic signal that will be implemented by the Project at the Maple Street intersection (900 feet to the north). This will at least partially offset the additional delay at this intersection resulting from the Project.

Per the criteria in Section 1.6, because the intersection will not warrant a traffic signal with Project traffic, the Project would not result in an adverse effect at this intersection.

However, the Project will be responsible for the payment of Salinas TFO fees which Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 19
will be the funding source for the following (or some equivalent) improvements by the City of Salinas
a. Add a northbound left turn lane (Salinas TFO 42); and b. Add a northbound Abbott median acceleration lane north of the intersection. This could also be in the form of a two-way left turn if preferred by the City of Salinas (Salinas TFO 42).
c. Consider adding an eastbound Alameda right turn lane. This improvement can be implemented by prohibiting on-street parking along approximately 75 feet of both sides of Alameda Avenue near the intersection. Most on-street parking in this area is already prohibited in this area.

3.4.2 Pedestrian Circulation
Pedestrian activity is anticipated to increase in the Project vicinity due to the Project. This will include students living on the Project site who will walk to nearby schools. The existing signal at the Abbott Street / John Street (SR 68) intersection and the recommended signal at the Abbott Street / Maple Street intersection will facilitate pedestrians to cross both Abbott Street and John Street (SR 68). The existing sidewalks along the project frontage will also provide adequate pedestrian circulation to the Project site. Therefore, the Project would not represent an adverse effect to pedestrian circulation.

3.4.3 Bicycle Circulation
The Project is anticipated to generate a minor amount of bicycle traffic. Bike lanes are present on Abbott Street along the project frontage, continuing north and south of the Project site. Maple Street is currently designated as a bike route. This facilitates bicycle traffic between the Project site and nearby schools. John Street, as SR 68, is also designated as a Caltrans bike route, although there are no physical bicycle facilities or signs on this street along the Project frontage.

These facilities and designations are consistent with the bike and pedestrian master plans discussed in Section 2.3 - Existing Bicycle Network earlier in the report. The existing facilities will accommodate the increase in bicycle traffic generated by the Project. Therefore, the Project would not represent an adverse effect to bicycle circulation.

3.4.4 Transit Circulation
The Project is anticipated to generate minimal transit demand. The existing transit service and bus stops in the vicinity of the Project site can accommodate this additional demand. Therefore, the Project would not represent an adverse effect to transit service.

3.5 Impact Fees
The Project will be required to pay its applicable City of Salinas Traffic Fee Ordinance (Salinas TFO) and Transportation Agency for Monterey County Regional Development Impact Fee (TAMC RDIF) transportation impact fees. Part of the recommended intersection improvements are funded improvements by the Salinas TFO. Therefore, if the Project implements any TFO improvements, the Project would be eligible for corresponding credits toward its TFO fees.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 20
4 CUMULATIVE WITHOUT PROJECT CONDITIONS
This section describes anticipated Cumulative Without Project traffic conditions, which is based on forecasted traffic conditions at buildout of the City of Salinas and Monterey County General Plans. This scenario does not include trips from the study Project. This condition represents conditions in approximately the Year 2045 during the peak season.

4.1 Derivation of Cumulative Without Project Condition Volumes Traffic volumes under Cumulative Without Project conditions were estimated using volume forecasts from the following four traffic studies that analyzed the study network:

1. The Draft West Area Specific Plan Transportation Impact Analysis, Fehr & Peers, June 2018.

2. Rodeo Property Traffic Impact Analysis, Mott MacDonald, June 12, 2019.

3. Salinas Travel Center Draft Traffic Impact Analysis, Hexagon Transportation Consultants, November 7, 2017.

4. City of Salinas General Plan Circulation Element and Environmental Impact Report Traffic Study, Higgins Associates, June 11, 2002.

The Cumulative Without Project scenario also includes vehicle traffic from redevelopment of the Chapin Property, located north of John Street directly across from the study Project. It is anticipated that this property will redevelop with similar uses to the proposed study Project, proportional to its size, which is about 5 acres.

Overall, the Cumulative Plus Project volumes represent an average of 25% growth over the Existing (seasonal) volumes.

The Cumulative Without Project traffic volumes are depicted on Exhibit 11.

4.2 Network Modifications under Cumulative Conditions
Cumulative Without Project and Cumulative Plus Project conditions include multiple street network modifications near the study network, which are listed in Section 1.7.2 Salinas Traffic Improvement Program (TFO). The following TFO improvements will divert traffic away from the study network resulting in a beneficial effect on traffic operations in the study area. Nevertheless, General Plan Buildout traffic volumes are ultimately expected to be higher than existing volumes in the study network.

The network modifications are:

1. TFO 30 – Rossi Street Widening. Widen W Rossi Street to four lanes between N Main Street and Sherwood Drive.

2. TFO 32 – Widen US 101. Widen US 101 to six lanes between Sala Road and Harris Road.

3. TFO 37A, 37B and 37C – Sanborn Road Improvements. Construct the following:
a. Widen Sanborn Road to six lanes between John Street and Abbott Street; Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 21
b. Widen Fairview Avenue to three lanes between S Sanborn Road and US 101 Northbound Ramps; and
c. Construct Elvee Drive extension between Work Street and 925 feet east of Work Street, including a new bridge over an existing drainage ditch, plus disconnect Elvee Drive at S Sanborn Road. This improvement is currently under construction.

4. TFO 38 – Airport Boulevard / US 101 Interchange Upgrade. Implement the approved Caltrans Project Study Report improvements to the US 101 Southbound ramps at Airport Boulevard.

5. TFO 39 – Harris Road / US 101 Interchange. Construct a full interchange on US 101 at Harris Road, replacing the existing partial interchange at Abbott Street.

6. TFO 41 – Blanco Road Widening. Widen W Blanco Road to four lanes between Reservation Road near Marina and W Alisal Street in Salinas.

7. TFO 43 – Alisal Street Improvements. Add left turn channelization at major intersections between Monterey Street and Front Street.

8. TFO 64 – Romie Lane (Pajaro to Alameda). Widen E Romie Lane to four lanes between Pajaro Street and California Street.

9. TFO 66 – Elvee Drive (Work Street to Reclamation Ditch). This improvement is part of TFO 37B – Construct Elvee Drive extension between Work Street and 925 feet east of Work Street.

10. TFO 74 – Abbott Street Widening – Harkins Road to Harris Road. Widen and reconstruct the northeast frontage of Abbott Street between Harkins Road and Harris Road.

11. TFO 75 – Airport Boulevard / US 101 Southbound Off-Ramp Widening. Widen the existing US 101 southbound offramp at Airport Boulevard to two lanes. This is part of TFO 38 – Airport Boulevard / US 101 Interchange Upgrade.

The Cumulative Without Project and Cumulative Plus Project traffic forecasts reflect the traffic diversions that would occur due to these network modifications.

4.3 Cumulative Without Project Traffic Conditions

4.3.1 Intersection Operations
Cumulative Without Project intersection levels of service are summarized in Exhibit 4A.

Recommended intersection improvements are summarized in Exhibit 4B. The LOS calculation sheets for Cumulative Without Project traffic conditions can be found in Appendix G.

Some of the study intersections are expected to operate at or better than their level of service standards. However, the following nine intersections are expected to operate below their respective standards:

1. Intersection 1 – E Market Street – Sherwood Drive / Market Way – E Market Street –

LOS E (PM)

2. Intersection 2 – Front Street / E Alisal Street – LOS E (PM) Keith Higgins Traffic Engineer
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SalinasHome2Suites Report6 Page 22

3. Intersection 3 – Abbott Street / John Street (SR 68) – LOS F (AM, PM)

4. Intersection 4 – Spring Street / John Street (SR 68) – Side-Street LOS F (AM, PM)

5. Intersection 5 – S Sanborn Road / John Street – LOS F (PM)

6. Intersection 6 – Abbott Street / Maple Street – Side-Street LOS F (AM, PM)

7. Intersection 7 – Abbott Street / Spicer Street – Side-Street LOS F (PM)

8. Intersection 8 – Abbott Street / Alameda Avenue – Side-Street LOS F (AM, PM)

9. Intersection 11 – E Blanco Road – S Sanborn Road / Abbott Street – LOS E (AM) The recommended improvements at the above intersections are as follows.

1. Intersection 1 – E Market Street – Sherwood Drive / Market Way – E Market Street – Add a westbound E Market right turn overlap signal phase.

2. Intersection 2 – Front Street / E Alisal Street – Add an eastbound E Alisal right turn overlap signal phase.

3. Intersection 3 – Abbott Street / John Street (SR 68):
i. Add a second westbound John left turn lane; and
ii. Add a second northbound Abbott right turn lane.

Abbott Street / John Street intersection would operate at LOS D (AM and PM) with improvements, which is below the Caltrans threshold of LOS C/D. However, this LOS would be acceptable based on City of Salinas standards.

Just a single northbound right turn lane (Alternative 1) would only achieve LOS E during PM peak hour, hence a second right turn lane (Alternative 2) is necessary.

4. Intersection 4 – Spring Street / John Street (SR 68) – Modify John median to:
a. Prevent eastbound and westbound John left turn movements; b. Prevent northbound Spring left turn and through movements; and c. Prevent southbound Spring left turn and through movements.

5. Intersection 5 – S Sanborn Road / John Street – Add a northbound S Sanborn right turn overlap signal phase

6. Intersection 6 – Abbott Street / Maple Street:
a. Add eastbound Maple right turn lane. This improvement can be implemented by prohibiting on-street parking along approximately 75 feet of northbound Front Street near the intersection;
b. Add a northbound Abbott left turn lane (Salinas TFO 42); c. Add a southbound Abbott left turn lane (Salinas TFO 42); and d. Signalize Intersection.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 23
Signalization, along with the other improvements, is the preferred option for improving operations not only under the Existing Plus Project scenario but also under Cumulative Without Project conditions. The existing Abbott / John (SR 68) intersection will create some additional gaps in traffic that would accommodate some traffic to and from Maple, but not enough gaps to adequately reduce delays on its own. Eastbound and westbound left-turn prohibitions are not recommended due to a lack of desirable alternative routes for these movements. For example, northbound Abbott at John (SR 68) currently prohibits U-turns, precluding this as an alternative for existing northbound Abbott left turns at Maple.

7. Intersection 7 – Abbott Street / Spicer Street:

No improvements required.

8. Intersection 8 – Abbott Street / Alameda Avenue:
a. Add a northbound left turn lane (Salinas TFO 42); and b. Add a northbound Abbott median acceleration lane north of the intersection.

This could also be in the form of a two-way left turn if preferred by the City of Salinas (Salinas TFO 42).
c. Consider adding an eastbound Alameda right turn lane. This improvement can be implemented by prohibiting on-street parking along approximately 75 feet of both sides of Alameda Avenue near the intersection. Most on-street parking in this area is already prohibited. Although the side-street operations are still below the City of Salinas standard, the existing Abbott / Los Palos – Malarin and Abbott / John (SR 68) signals will provide breaks in traffic that will be sufficient to result in acceptable delays for eastbound Alameda left turns onto northbound Abbott Street.

9. Intersection 11 – E Blanco Road – S Sanborn Road / Abbott Street – Implement Salinas TFO 68 improvements:
a. Add a second eastbound Abbott left turn lane;
b. Add a second westbound Abbott left turn lane; and
c. Convert eastbound and westbound Abbott left turn signal phasing to Protected phasing.

4.3.2 Pedestrian Circulation
There are no planned pedestrian improvements in the study area under Cumulative Without Project conditions.

4.3.3 Bicycle Circulation
The TAMC Bicycle and Pedestrian Master Plan proposes the following future bicycle improvements in the study area.

1. Bike Lane (Class II):
a. E Blanco Road: between Abbott Street and S Davis Road (both directions) Keith Higgins Traffic Engineer
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SalinasHome2Suites Report6 Page 24

2. Bike Route (Class III):
a. Los Palos Drive: between Abbott Street and E Romie Lane (both directions)

4.3.4 Transit Circulation
There are no anticipated transit improvements in the study area.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 25
5 CUMULATIVE PLUS PROJECT CONDITIONS
This section describes the analysis results under Cumulative Plus Project traffic conditions, which combines the Cumulative Without Project volumes with trips from the study Project.

5.1 Derivation of Cumulative Plus Project Condition Traffic Volumes The Project trip assignment (Exhibit 9) was added to the Cumulative Without Project volumes (Exhibit 11) to create the Cumulative Plus Project traffic volumes depicted on Exhibit 12.

5.2 Cumulative Plus Project Traffic Conditions

5.2.1 Intersection Operations
Cumulative Plus Project AM and PM intersection levels of service are summarized in Exhibit 6A.

Recommended intersection improvements are summarized in Exhibit 6B. The LOS calculation sheets for Cumulative Plus Project traffic conditions can be found in Appendix H.

Some of the study intersections currently operate at or better than their level of service standards.

However, the following ten intersections currently operate below their respective standards:

1. Intersection 1 – E Market Street – Sherwood Drive / Market Way – E Market Street –

LOS E (PM)

2. Intersection 2 – Front Street / E Alisal Street – LOS F (AM), LOS E (PM)

3. Intersection 3 – Abbot Street / John Street (SR 68) – LOS F (PM)

4. Intersection 4 – Spring Street / John Street (SR 68) – Side-Street LOS F (PM)

5. Intersection 5 – S Sanborn Road / John Street – LOS F (PM)

6. Intersection 6 – Abbott Street / Maple Street – Side-Street LOS F (AM, PM)

7. Intersection 7 – Abbott Street / Spicer Street – Side-Street LOS F (PM)

8. Intersection 8 – Abbott Street / Alameda Avenue – Side-Street LOS F (AM, PM)

9. Intersection 11 – E Blanco Road – S Sanborn Road / Abbott Street – LOS E (AM, PM) Below is a discussion of the recommended improvements under Cumulative Plus Project conditions.

1. Intersection 1 – E Market Street – Sherwood Drive / Market Way – E Market Street:

The overall level of service under Cumulative Plus Project conditions would be LOS E (PM), compared to LOS E (PM) without the Project. Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection. • Recommendation:
a. Add a westbound E Market right turn overlap signal phase. This is the same recommendation as Cumulative without Project.
• Operations after Implementation of Improvement: LOS C (AM, PM).

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 26
• Responsibility for Improvement: The Project will be responsible for a fair-share contribution towards this improvement.

2. Intersection 2 – Front Street / E Alisal Street:

The overall level of service under Cumulative Plus Project conditions would be LOS F (AM) and LOS E (PM), compared to LOS E (PM) without the Project. Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection. • Recommendation:
a. Add an eastbound E Alisal right turn overlap signal phase. This is the same recommendation as Cumulative without Project.
• Operations after Implementation of Improvement: LOS D (AM, PM). • Responsibility for Improvement: The Project will be responsible for a fair-share contribution towards this improvement.

3. Intersection 3 – Abbott Street / John Street (SR 68):

The overall level of service under Cumulative Plus Project conditions would be LOS F (AM, PM), compared to LOS F (AM, PM) without the Project. Per the criteria in Section

1.6, the Project would result in an adverse effect at this intersection. • Recommendation:
i. Add second westbound John left turn lane; and
ii. Add second northbound Abbott right turn lane.
• Operations after Implementation of Improvement: LOS D (AM), LOS E (PM). (Although LOS with improvement is still deficient during the PM peak hour, delay is better than pre-project conditions.)
• Responsibility for Improvement: The Project will be responsible for implementation of this improvement.
• Just a single northbound right turn lane (Alternative 1) would only achieve LOS F with a reduced volume during PM peak hour, hence a second right turn lane (Alternative 2) is necessary.

4. Intersection 4 – Spring Street / John Street (SR 68):

The side-street level of service under Cumulative Plus Project conditions would be LOS F (PM), compared to LOS F (PM) without the Project. The Caltrans Peak Hour signal warrant was not found to be met at this intersection – see Appendix I for the warrant. Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection.
• Recommendation:
a. Fully close John median to:

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 27
i. Prevent eastbound and westbound John left turn movement; and ii. Prevent northbound and southbound Spring left and through movements.
• Operations after Implementation of Improvement: Side Street LOS C (AM) and LOS F (PM). Operations during PM are improved compared to without project condition. The LOS F does not account for gaps created by the Abbott /John traffic signal.
• Responsibility for Improvement: The Project will be responsible for implementation of this improvement.

5. Intersection 5 – S Sanborn Road / John Street:

The side-street level of service under Cumulative Plus Project conditions would be LOS F (PM), compared to LOS F (PM) without the Project. Per the criteria in Section

1.6, the Project would result in an adverse effect at this intersection. • Recommendation:
a. Add a northbound S Sanborn right turn overlap signal phase. This is the same recommendation as Cumulative without Project.
• Operations after Implementation of Improvement: LOS C (AM), LOS D (PM). • Responsibility for Improvement: The Project will be responsible for a fair-share contribution towards this improvement.

6. Intersection 6 – Abbott Street / Maple Street:

The side-street level of service under Cumulative Plus Project conditions would be LOS F (AM, PM), compared to LOS F (AM, PM) without the Project. The Caltrans Peak Hour signal warrant was found to be met at this intersection – see Appendix I for the warrant. Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection.
• Recommendation:
a. Add eastbound Maple right turn lane. This improvement can be implemented by prohibiting on-street parking along approximately 75 feet of Maple Street near the intersection;
b. Add northbound Abbott left turn lane (Salinas TFO 42); c. Add southbound Abbott left turn lane (Salinas TFO 42); d. Add westbound Maple right turn lane; and
e. Signalize Intersection.
• Operations after Implementation of Improvement: LOS C (AM), LOS D (PM). • Responsibility for Improvement: The Project will be responsible for implementation of this improvement. The Project would also be eligible for a reduction in its Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 28
applicable TFO fee through implementation of recommended TFO improvements that are included in this improvement.

7. Intersection 7 – Abbott Street / Spicer Street:

The level of service under Cumulative Plus Project conditions would be LOS F (PM), compared to LOS F (PM) without the Project. The Caltrans Peak Hour signal warrant was not found to be met at this intersection – see Appendix I for the warrant. Per the criteria in Section 1.6, the Project would not result in an adverse effect at this intersection. No improvement would be required at this intersection.

The City of Salinas is considering the addition of a median closure at this intersection.

This improvement will reduce side-street delays at this intersection, although it would also likely divert traffic to other intersections along Abbott Street.

8. Intersection 8 – Abbott Street / Alameda Avenue:

The level of service under Cumulative Plus Project conditions would be LOS F (AM, PM), compared to LOS F (AM, PM) without the Project. The Caltrans Peak Hour signal warrant was found to be met at this intersection – see Appendix I for the warrant. Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection.
• Recommendations, which are the same recommendations as Cumulative without Project:
a. Add eastbound Alameda right turn lane. This improvement can be implemented by prohibiting on-street parking along approximately 75 feet of Maple Street near the intersection;
b. Add northbound Abbott left turn lane (Salinas TFO 42); and c. Add a northbound Abbott median acceleration lane north of the intersection.

This could also be in the form of a two-way left turn if preferred by the City of Salinas.
• Operations after Implementation of Improvement: LOS E (AM), LOS F (PM).

Although the side-street operations are still below the City of Salinas standard, the existing Abbott / Los Palos – Malarin and future Abbott / Maple signals will provide breaks in traffic that will provide additional breaks in traffic sufficient to result in acceptable delay for Alameda approach traffic to turn left onto northbound Abbott Street.
• Responsibility for Improvement: The Project will be responsible for contributing its TFO fee which will represent its contribution towards the recommended TFO improvements.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 29

9. Intersection 11 – E Blanco Road – S Sanborn Road / Abbott Street:

The level of service under Cumulative Plus Project conditions would be LOS E (AM, PM), compared to LOS E (AM) and LOS D (PM) without the Project. Per the criteria in Section 1.6, the Project would result in an adverse effect at this intersection. • Recommendation:
a. Implement Salinas TFO 68 improvements, which are the same recommendations as Cumulative without Project conditions:
i. Add second eastbound Abbott left turn lane;
ii. Add second westbound Abbott left turn lane; and
iii. Convert eastbound and westbound Abbott left turn signal phasing to Protected phasing.
• Operations after Implementation of Improvement: LOS D (AM, PM). • Responsibility for Improvement: Payment of the Project’s applicable TFO fee will constitute its share of the cost to implement this improvement.

5.2.2 Pedestrian Circulation
Pedestrian activity would moderately increase under Cumulative Plus Project conditions as compared to Cumulative Without Project conditions, similar to increases between Existing and Existing Plus Project conditions. Pedestrian circulation can be accommodated with implementation of the proposed and recommended pedestrian improvements under Existing Plus Project conditions. Therefore, the Project would not represent an adverse effect to pedestrian circulation under Cumulative Plus Project conditions.

5.2.3 Bicycle Circulation
Bicycle activity is not anticipated to increase significantly under Cumulative Plus Project conditions as compared to Cumulative Without Project conditions. Therefore, the Project would not represent an adverse effect to bicycle circulation under Cumulative Plus Project conditions.

5.2.4 Transit Circulation
Transit demand from the Project is not anticipated to increase significantly under Cumulative Plus Project conditions. As such, the Project would not represent a cumulative adverse effect to transit circulation.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 30
6 SITE ACCESS AND INTERNAL CIRCULATION
This section summarizes the site access and internal circulation analysis, including Project driveway operations. Reference Exhibit 2A for the Project site plan.

6.1 Vehicle Circulation

6.1.1 Vehicle Site Access
The Project driveway at Maple Street will serve as the backbone for Project access and internal circulation. All parking areas on the Project site connect to that street. The right-in/right-out driveway on John Street (SR 68) across from the existing Spring Street will serve as a secondary access to the Project site.

Exhibit 6A summarizes the operations of the Project access points with the surrounding street network. With the recommended improvements stated on Exhibit 6B, both access points would operate acceptably.

6.1.2 Vehicle Internal Circulation
The internal street network provides primary and secondary access to all of the Project buildings.

The proposed traffic circle or mini roundabout near Buildings 3F and 4 will carry low volumes and operate with little or no delay. Care will need to be taken to provide acceptable geometrics such as corner radii to accommodate trucks. Traffic control at this and other onsite intersections, such as the location of stop signs, will be determined during final design.

Exhibit 13 depicts the volumes at Project buildout at the major internal intersections closest to the public street access points. The first is the Spring Street driveway intersection with the cross aisle about 180 feet south of John Street. This is proposed to have a raised crosswalk, raised intersection (which will result in very low approach speeds) or all-way stop control. The second is the Maple Street driveway intersection with the “Internal Private Driveway,” about 350 feet east of Abbott Street.

Exhibit 14 summarizes the operations at the two on-site study intersections. Appendix H contains the level of service calculations. Both intersections will operate acceptably at Project buildout as proposed.

The site plan indicates that the Maple Street driveway will include three travel lanes between the “Internal Private Driveway” and Abbott Street. The middle lane can be striped as an eastbound left turn lane. The intersection will have four-way stop control, which eliminates the need to provide transitions on the east side of this intersection. The warrant criterion is based on a random arrival rate, which would result in a relatively uniform traffic flow during the peak hour. However, this first cross aisle intersection on the Maple Street extension is 350 feet away from Abbott Street.

This distance will minimize any queuing effects at the internal intersection on traffic entering the site via Maple Street.

6.2 Pedestrian Circulation
Sidewalks are proposed along both sides of the Abbott Street driveway within the Project site.

Sidewalks and open plazas, patios and other pedestrian-oriented open spaces are proposed Keith Higgins Traffic Engineer
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around most Project buildings. These will connect to the existing sidewalks surrounding the Project site on Abbott Street and John Street (SR 68). There will be a continuous connection between the offsite and onsite pedestrian network, enabling pedestrians to seamlessly travel to and from the Project site as well as within the Project site. The recommended traffic signal at the Abbott Street / Maple Street intersection will also facilitate easy pedestrian crossings between the Project site and the adjacent neighborhoods.

6.3 Bicycle Circulation
The Project site plan does not indicate locations of any bicycle racks or other bicycle storage facilities on the Project site, either inside or outside of any of the Project buildings. The number of required bicycle parking spaces – per City of Salinas Municipal Code Section 37-50.400 (b) – is 10% of the required automobile parking spaces, not to exceed 50 spaces. Per the Project site plan, this would be 50 bicycle spaces.

Keith Higgins Traffic Engineer
Salinas Mixed Use Master Plan Traffic Impact Analysis
SalinasHome2Suites Report6 Page 32
7 VEHICLE MILES TRAVELED ANALYSIS

7.1 City of Salinas VMT Policy
SB 743, which was signed into law in 2013 and codified in Public Resources Code 21099, tasked the State Office of Planning and Research (OPR) with establishing new criteria for determining the significance of transportation impacts under CEQA. SB 743 requires the new criteria to “promote the reduction of greenhouse gas emissions, the development of multimodal transportation networks, and a diversity of land uses.” SB 743 changes the way that public agencies evaluate the transportation impacts of projects under CEQA, recognizing that roadway congestion, while an inconvenience to drivers, is not itself an environmental impact (see Pub.

Resource Code, § 21099, subdivision (b)(2)).

In addition to new exemptions for projects that are consistent with specific plans, SB 743 led to changes in that state CEQA guidelines, released in December 2018 and described in new Section 15064.3 of the CEQA Guidelines that apply statewide as of July 1, 2020. The new CEQA guidelines replaces congestion-based metrics, such as auto delay and level of service, with Vehicle Miles Traveled (VMT) as the basis for determining significant impacts, unless the guidelines provide specific exceptions.

7.2 City of Salinas VMT Policy
The Project is now required to perform a VMT evaluation, but no longer required to perform a LOS analysis under CEQA. However, the City of Salinas, like most other local agencies, continues to require LOS analyses to determine consistency with General Plan policies for infrastructure planning purposes. The LOS analysis no longer falls under the guidelines and policies of CEQA.

The City of Salinas adopted “Senate Bill 743 Vehicle Miles Traveled Implementation Policy – City of Salinas – Final Interim Policy,” October 13, 2020 (Salinas VMT Guidelines) as its current tool to implement SB 743. The Salinas VMT Guidelines requires the following elements in a Project VMT analysis.

1. Two distinct analysis approaches, those that relate to land use projects (Salinas VMT Guidelines Section 3.0) and those that relate to transportation improvement projects (Salinas VMT Guidelines Section 4.0). If a project includes both land use and transportation improvement elements, analyses are to be carried out for both.

2. Mixed Use Projects – If there are multiple distinct land uses within the project (residential, office, retail, etc.), they are required to be analyzed separately unless they are determined to be insignificant to the total VMT. Mixed use projects are permitted to account for internal capture which, depending on the methodology, may require a distinct approach not covered in the Salinas VMT Guidelines. This analysis would be the responsibility of the applicant and must be prepared by a qualified transportation professional and approved by the City of Salinas.

3. Redevelopment Projects – As described under the Non-Significant Screening Criteria section, redevelopment projects which have lower VMT than the existing on-site use can be Keith Higgins Traffic Engineer
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determined to have a non-significant impact. In other words, VMT generated by the existing land uses at the site can be deducted to determine the net increase in VMT that will result from the proposed project.

7.3 Project VMT Analysis
The John/Abbott Master Plan is a mixed-use project that requires a VMT analysis for each land use within the Project. It also will be responsible for constructing off-site improvements which also require a VMT analysis in accordance with City of Salinas VMT Policy as discussed above.

These analyses are described below.

7.3.1 Project Land Use VMT Analysis
Exhibit 1 tabulates the VMT analysis criteria for each Project land use type, including the screening criteria and screening threshold, compared with the corresponding Project land use characteristic. This comparison is used as a basis for determining whether the Project has a significant VMT impact. If the specific land use has a significant impact, mitigation is recommended.

The Project retail and medical office buildings are all under the city’s 50,000 square-foot threshold. The Project’s Medical Office, Restaurants and Retail buildings are all well under 50,000 square feet in size. They are considered by the City to be local serving and will not generate a significant VMT impact. The Project’s General Office buildings all will generate below the threshold of 110 daily trips and will therefore have a less-than-significant VMT impact.

Salinas City CouncilJune 11, 2024

Salinas City Council
June 11, 2024