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HomeMy WebLinkAbout01-21-2015 Agenda Packet01/21/2015 Page 1 of 4
CITY OF SAN BERNARDINO
COMMUNITY DEVELOPMENT DEPARTMENT
300 North “D” Street, San Bernardino, California 92418
Phone: 909.384.5057/5071 Fax: 909.384.5080
PLANNING COMMISSION AGENDA
REGULAR MEETING
JANUARY 21, 2015
6:00 P.M.
COUNCIL CHAMBERS, CITY HALL
Any writings or documents provided to a majority of the Planning Commission regarding any
item on the agenda will be made available for public inspection at the Planning Division
Counter on the 3rd Floor of City Hall located at 300 N. “D” Street and at the Feldheym Central
Library located at 555 W. 6th Street, during normal business hours.
CALL TO ORDER
FLAG SALUTE
ROLL CALL
ADMINISTRATION OF OATH
CLOSED SESSION (if needed):
Recommended Motion: That the Planning Commission recess to closed session for the
following:
A. Conference with legal counsel – existing litigation – pursuant to Government Code
Section 54956.9(a).
B. Conference with legal counsel – anticipated litigation – significant exposure to
litigation – pursuant to subdivision (b) (1); (2); (3) (A-F) of Government Code
Section 54956.9.
C. Conference with legal counsel – anticipated litigation – initiation of litigation –
pursuant to subdivision (c) of Government Code Section 54956.
Larry Heasley, Chair
Vice-Chair – Lance Durr
Andrew Machen
Amelia S. Lopez
Jim Eble
Dustin Barnhardt
Kent Paxton
Casey Dailey
Michael Thomas
Alt. Scott Wyatt
The City of San Bernardino recognizes its obligations to provide equal access to public
services to those individuals with disabilities. Please contact Facilities Services (909-384-
5244) 48 hours prior to the meeting with any requests for reasonable accommodation, to
include sign interpreters.
01/21/2015 Page 2 of 4
CONSENT AGENDA
Consent Items are considered routine in nature and may be enacted in one motion. All
public and non-public hearings will be opened at one time. Any item may be discussed
separately, upon request of a member of the Planning Commission or member of the
public.
1. Minutes of December 17, 2014. Staff recommends approval of these minutes.
2. CONDITIONAL USE PERMIT 14-16 - A request to modify an existing 75-foot
monopine wireless telecommunications facility by installing additional antennas and
equipment.
Address: 2939 N. G Street
Zone: Residential Suburban (RS)
Environmental Determination: Exempt from CEQA – Section 15301 – Existing
Facility
Applicant: Spectrum Services, Inc.
APN: 0149-032-45-0000
Ward: 2
Recommended Motion: Staff recommends that the Planning Commission approve
Conditional Use Permit 14-16 based on the Findings of Fact contained in this Staff
Report and subject to the Conditions of Approval.
3. CONDITIONAL USE PERMIT 14-22 - A request to convert three temporary modular
buildings on an existing church property to permanent structures for use as Sunday school
classrooms.
Address: 4747 N. State Street
Zone: Residential Suburban (RS)
Environmental Determination: Exempt from CEQA – Section 15301 – Existing
Facility
Applicant: David E. Kruse
APN: 0266-191-18-0000
Ward: 5
Recommended Motion: Staff recommends that the Planning Commission approve
Conditional Use Permit 14-22 based on the Findings of Fact contained in this Staff
Report and subject to the Conditions of Approval.
PUBLIC HEARING ITEMS
The Planning Commission will first hear a report from staff and then the public hearing
will be opened. The applicant will have an opportunity to speak. Next, members of the
public will be allowed three minutes to speak. Anyone in the audience wishing to speak
01/21/2015 Page 3 of 4
must be sworn in and also fill out a request to speak form. The forms are located on the
table near the door.
When your name is called, come forward and speak into the microphone, say and spell
your name and give your address for the taped record. After all have spoken, the applicant
will be allowed to respond. The public hearing will then be closed and the Planning
Commission will begin deliberations and make a decision.
All actions except General Plan Amendments and amendments to the Municipal
(Development) Code are final action unless an appeal is filed and fee paid within 15 days
to the Community Development Department.
If you challenge the resultant action of the Planning Commission in court, you may be
limited to raising only those issues you or someone else raised at the public hearing
described in this agenda, or in written correspondence delivered to the Community
Development Department at, or prior to, the public hearing.
4. GENERAL PLAN AMENDMENT 14-18, SONING MAP AMENDMENT 14-16,
TENTATIVE PARCEL MAP 19573, AND DEVELOPMENT PERMIT-P 14-05 -
A request to amend the land use district of approximately 19.5 acres from Residential and
Industrial to Industrial, amend the zoning map from Residential Medium High (RMH) and
Office Industrial Park (OIP) to Industrial Light (IL), merge various parcels into one large
parcel and construct a 427,000-square foot warehouse building
Address: East side of Waterman Avenue, approximately
1,000 feet North of Mill Street
Zone: Office Industrial Park (OIP) and Residential
Medium High (RMH)
Environmental Determination: Proposed Mitigated Negative Declaration
Applicant: RedRock Development
APN: 0279-321-14, 24, 44, 47, 48, 59, 63 &
0136-311-24, & 34
Ward: 1
Recommended Motion: Staff recommends that the Planning Commission recommend
that the Mayor and Common Council:
1) Approve the Mitigated Negative Declaration and Mitigation Monitoring/Reporting
Program prepared for the project; and
2) Approve General Amendment 14-08, Zoning Amendment 14-16, Tentative Parcel Map
19573 (Subdivision 14-11) and Development Permit-P 14-05, based upon the Findings
and Fact contained in this staff report and subject to the Conditions of Approval.
NON-PUBLIC HEARING ITEMS
None.
01/21/2015 Page 4 of 4
PUBLIC COMMENTS - ITEMS NOT ON AGENDA
PLANNING COMMISSION REPORTS/ANNOUNCEMENTS
DIRECTOR’S REPORT
1. Status report on Development Code Update Project
ADJOURNMENT – The Planning Commission will adjourn to the regular meeting
scheduled for Wednesday, February 18, 2015 at 6:00 p.m. in the Council Chambers,
First Floor, 300 North “D” Street, San Bernardino, California.
12/17/2014 Page 1 of 6
CITY OF SAN BERNARDINO
COMMUNITY DEVELOPMENT DEPARTMENT
300 North “D” Street, San Bernardino, California 92418
Phone: (909) 384-5057/5071 Fax: (909) 384-5080
PLANNING COMMISSION MINUTES
DECEMBER 17, 2014
MINUTES OF NOVEMBER 19, 2014
CONDITIONAL USE PERMIT 13-10
DEVELOPMENT CODE AMENDMENT 14-19
DEVELOPMENT CODE AMENDMENT 14-20
Larry Heasley, Chair
Vice-Chair – Lance Durr
Andrew Machen
Amelia S. Lopez
Jim Eble
Dustin Barnhardt
Kent Paxton
Casey Dailey
Michael Thomas
Alt. Scott Wyatt
12/17/2014 Page 2 of 6
Chair Heasley called the meeting to order at 6:00 p.m.
Commissioner Machen led the flag salute.
Present: Commissioners: Heasley, Durr, Machen, Lopez, Eble, Paxton, and Wyatt.
Excused: Thomas. Absent: Dailey and Barnhardt Staff present: Mark Persico, Community
Development Director; Henry Empeño, Jr., Senior Deputy City Attorney; Aron Liang, Senior
Planner; Travis Martin, Assistant Planner.
ADMINISTRATION OF OATH
Senior Planner Aron Liang administered the oath.
CONSENT AGENDA:
Aron Liang, Senior Planner gave a brief presentation of the consent agenda.
1. Minutes of November 19, 2014. Staff recommends approval of these minutes.
2. CONDITIONAL USE PERMIT 13-10 - A request to construct and operate a new
wireless telecommunications facility consisting of a 60-foot tall, tower, camouflaged
as a palm tree, and associated equipment located within an existing commercial
building.
Address: 1173 E. Lynwood Drive
Zone: Commercial General (CG-1)
Environmental Determination: Exempt from CEQA – 15303 – New Construction
of Small Structures
Applicant: James Rogers, Smartlink, LLC
APN: 0153-293-22
Ward: 7
Recommended Motion: Staff recommends that the Planning Commission approve
Conditional Use Permit 13-10 based on the Findings of Fact contained in this Staff
Report and subject to the Conditions of Approval.
Commissioner Eble made a motion to approve the consent agenda.
Commissioner Paxton seconded the motion.
The motion carried by the following vote: Ayes: Heasley, Durr, Machen, Lopez, Eble, Paxton
and Wyatt. Nays: None. Abstain: None. Excused: Thomas. Absent: Barnhardt and Dailey.
PUBLIC COMMENTS - ITEMS NOT ON AGENDA
No comments.
12/17/2014 Page 3 of 6
PUBLIC HEARINGS
3. DEVELOPMENT CODE AMENDMENT 14-19 - A City initiated request to
amend Development Chapter 19.62, Non-Conforming Uses and Structures, Sections
19.62.020 (7) and 19.62.030 (2), relating to termination of non-conforming status.
Address: City Wide
Zone: City Wide
Environmental Determination: Exempt from CEQA – 15061 (b)(3)
Applicant: City of San Bernardino
APN: City Wide
Ward: City Wide
Recommended Motion: Staff recommends that the Planning Commission
recommend approval of Development Code Amendment 14-19 to the Mayor and
Common Council, based upon the Findings of Fact contained in the staff report.
Aron Liang, Senior Planner gave a brief presentation of the project.
Commissioner Lopez asked for clarification on the term „legal non-confirming‟ status.
Aron Liang, Senior Planner deferred to Henry Empeño for an explanation.
Henry Empeño, Jr., Senior Deputy City Attorney explained that a „legal non-conforming‟ is a
structure or use which conformed to applicable laws when constructed or established but does not
conform to the provisions of the Development Code. The problem lies with length of time the
structure is abandoned or empty, and the use discontinued for some time, that use or entitlement
ends.
Commissioner Lopez asked about the attachment that was handed out at the start of the
meeting that states “…and shall be removed or altered to conform to the provisions of this
Development Code.” She wanted clarification on who would be doing the removing or altering.
Mark Persico, Interim Community Development Director explained that it applies to a
property owner that had left a building vacant for two years then had a new business owner
wanting to open there, they would have to meet the new requirements. The idea behind this,
is that you want business owners to get the economic use out of the property, but once that
property becomes vacant, or no longer has any economic value, the goal is to get those
structures removed and replaced with conforming uses.
Commissioner Lopez asked about where the burden would lie for compliance.
Mark Persico, Interim Community Development Director stated that the burden falls onto
the property owner and not the city.
Henry Empeño, Jr., Senior Deputy City Attorney added that the city doesn‟t go looking for
12/17/2014 Page 4 of 6
non-conforming uses. They become noticed when new businesses come in for their Zone
Verifications and we become aware of the status of the building.
Commissioner Lopez asked about businesses that seem to be out of place for where they are
located. She used examples like a 99cent store that used to be bank.
Mark Persico, Interim Community Development Director explained that the
Development Code has a wide variety of permitted uses, so a bank being turned into a store
would fall under the permitted uses for that zone.
Commissioner Durr asked if this would include any Building Code updates.
Mark Persico, Interim Community Development Director said yes it would. He also
explained that the time frame was initially done as an Economic Development initiative to
extend the useful life of buildings. From that, there were some unintended consequences and
we believe that the benefits don‟t out way the costs.
Commissioner Durr asked about the surrounding cities and what their time frame on non-
conforming was.
Mark Persico, Interim Community Development Director said that 6 to 12 months was
the industry standard. He stated that 36 months in an anomaly for our city and it‟s the longest
time period he had ever seen for this.
Chair Heasley asked if there was a safety issue to look into with non-conforming uses with
them not being up to code. He noted that 12 months was an exceptionally long period of time
for non-conforming statuses.
Henry Empeño, Jr., Senior Deputy City Attorney stated that it wasn‟t so much of a health and
safety issue, or ADA issue, but more of a planning tool so that older buildings and structures can
change to be part of a new plan or new zone.
Commissioner Paxton made a motion to recommend the approval of Development Code
Amendment 14-19 to the Mayor and Common Council, based upon the Findings of Fact
contained in the staff report.
Commissioner Eble seconded the motion.
The motion carried by the following vote: Ayes: Heasley, Durr, Machen, Lopez, Eble, Paxton
and Wyatt. Nays: None. Abstain: None. Excused: Thomas. Absent: Barnhardt and Dailey.
4. DEVELOPMENT CODE AMENDMENT 14-20 – A City initiated request to
amend Titles 5, 12, and 19 of the San Bernardino Municipal Code to make minor changes
among Code sections, relating to permitting requirements for temporary use and special
event permits.
12/17/2014 Page 5 of 6
Address: City Wide
Zone: City Wide
Environmental Determination: Exempt from CEQA
Applicant: City of San Bernardino
APN: City Wide
Ward: City Wide
Recommended Motion: Staff recommends that Development Code Amendment 14-
20 be continued to February 18, 2015.
Aron Liang, Senior Planner, gave a brief presentation of the project.
Commissioner Paxton stated that there needed to be clarification on who the lead agency
was on items like these. He also asked how we could get the public informed about this so
they knew what to do moving forward with events.
Aron Liang, Senior Planner referenced the Staff Report and how the responsibility would
fall onto the Community Development Department, and that they were working in a
collaborative effort to streamline the process.
Commissioner Paxton stated that it was a great idea.
Aron Liang, Senior Planner stated that after certain things had come up in the processes it
became apparent that the process needed to be updated.
Henry Empeño, Jr., Senior Deputy City Attorney said that events like a parade where it
needed to be planned out ahead of time is the goal for this process, but rallies and picketing
would be different due to 1st Amendment issues and how fast those come together.
Commissioner Paxton asked about the fiscal impacts of this process on the hosts if they
request police presence, like the Route 66 event every year. The city can no longer afford to
have police out at the event, so would the event host be willing to pick up the costs of that.
Aron Liang, Senior Planner explained that there would still be fees that would fall onto the
applicant for event, like emergency or security staff.
Chair Heasley asked about alcohol consumption in parks.
Mark Persico, Interim Community Development Director said that they would revisit all
the concerns when the item was brought back to the Planning Commission.
Commissioner Lopez made a motion to continue Development Code Amendment 14-20 to
February 18, 2015.
Commissioner Durr seconded the motion.
12/17/2014 Page 6 of 6
The motion carried by the following vote: Ayes: Heasley, Durr, Machen, Lopez, Eble, Paxton
and Wyatt. Nays: None. Abstain: None. Excused: Thomas. Absent: Barnhardt and Dailey.
NON-PUBLIC HEARING ITEMS
None
PLANNING COMMISSION REPORTS/ANNOUNCEMENTS
Commissioner Eble announced the Ho Ho Parade.
Commissioner Lopez requested to have a Year End Review of projects that had been approved
throughout the year.
DIRECTOR’S REPORT
None.
ADJOURNMENT
Commissioner Paxton made a motion which was unanimously carried, to adjourn the Planning
Commission meeting at 6:46 p.m. The next regular meeting was scheduled for Wednesday,
January 7, 2015 at 6:00 p.m. in the Council Chambers, First Floor, 300 North “D” Street, San
Bernardino, California.
Minutes Adopted by Planning Commissioners:
Date Approved:
Minutes Prepared by: Stephanie Sanchez
_________________________
Stephanie Sanchez
Executive Assistant
AGENDA ITEM #2
PLANNING COMMISSION STAFF REPORT
CITY OF SAN BERNARDINO PLANNING DIVISION
CASE: Conditional Use Permit 14-16
HEARING DATE: January 21, 2015
WARD: 2
OWNER: APPLICANT:
Faith Bible Church Tiffany Hackett
2898 N. G Street Spectrum Services, Inc.
San Bernardino, CA 92405 4405 E. Airport Drive
909.882.0112 Ontario, CA 91761
909-456-8401
thackett@spectrumse.com
REQUEST & LOCATION:
A request to modify an existing 75-foot monopine wireless telecommunications facility by
installing additional antennas and equipment, located at 2939 N. G Street, in the Residential
Suburban (RS) zone.
Assessor Parcel Number: 0149-032-64
CONSTRAINTS & OVERLAYS:
None
ENVIRONMENTAL FINDINGS:
Not Applicable
Exempt from CEQA, Section 15301 – Existing Facilities
No Significant Effects
Negative Declaration
Potential Effects, Mitigation Measures and Mitigation Monitoring/Reporting Plan
STAFF RECOMMENDATION:
Approval
Conditions
Denial
Continuance to:
CUP 14-16
Meeting Date: January 21, 2015
Page 2
PROJECT DESCRIPTION
The applicant requests approval of a Conditional Use Permit (CUP) under the authority of
Development Code §19.20.030(3)(C)(7) to co-locate on an existing wireless telecommunications
facility consisting of a 75-foot tower disguised as a pine tree (Attachment B), and install
associated equipment within a new 900-square foot enclosure. The project site is located at 2939
N. G Street in the Residential Suburban (RS) zone (Attachment A2).
SETTING & SITE CHARACTERISTICS
The subject property abuts single family residential property to the south, east and across the
street to the west, and the 210 Freeway to the north.
Table 1 illustrates surrounding land use characteristics of the subject site and surrounding
properties.
TABLE 1: LAND USE CHARACTERISTICS
LOCATION
EXISTING LAND USE
ZONING
GENERAL PLAN
Site Parking Lot Residential (RS) Residential
North Freeway 210 Caltrans Caltrans
South Residential Residential (RS) Residential
East Vacant Residential (RS) Residential
West Parking Lot Residential (RS) Residential
BACKGROUND
September 16, 2008 – Conditional Use Permit 08-09 was approved by the Planning
Commission to construct a 75-foot tall monopine wireless telecommunications facility.
June 25, 2014 – Conditional Use Permit 14-16 was submitted to the Planning Division
for review.
July 24, 2014 – Conditional Use Permit 14-16 was reviewed by the
Development/Environmental Review Committee and the item was moved to Planning
Commission for consideration.
August 20, 2014 – The Planning Commission voted unanimously to continue CUP14-16
to December 21, 2014.
January 5, 2015 – The applicant submitted all required items for a complete application
processing.
January 5, 2015 – A legal advertisement was sent to the San Bernardino Sun Newspaper
for publication on January 8, 2015.
January 8, 2015 – Notices to the property owners and residents within 500 feet of the
exterior boundaries of the subject property were mailed, providing the nature of the
request, location of the property, the date, time, and place of the Planning Commission
meeting of January 21, 2015 for CUP 14-16.
CUP 14-16
Meeting Date: January 21, 2015
Page 3
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
The proposed project is exempt from the California Environmental Quality Act (CEQA)
requirements pursuant to Section 15301 of the State Guidelines, which allows for minor
alteration of existing facilities.
ANALYSIS
The proposed co-location is designed to blended in with the existing camouflaged tower in
compliance with Section 19.20.030(3) in the Development Code. The total height of the
monopine structure, including simulated pine branches that extend above the top of the pole, will
be 75-feet maximum. The location of the existing monopine structure is along the eastern edge of
a church parking lot. Equipment associated with the co-location will be located within a 900-
square foot expansion of the existing equipment enclosure. The proposed co-location on the
wireless telecommunications facility is subject to approval of a Conditional Use Permit. The
following site design analysis illustrates consistency of the project with the Development Code
as shown in Table 2:
TABLE 2: DEVELOPMENT CODE AND GENERAL PLAN CONSISTENCY
CATEGORY
PROPOSAL/EXISTING
DEVELOPMENT
CODE
GENERAL
PLAN
Permitted Use Wireless
telecommunications
facility located on
residentially designated
property developed with a
legal non-residential use
Permitted Subject to
Conditional Use
Permit
Consistent
Height 75 feet
75 feet, unless
approved by the
Planning
Commission
Consistent
FINDINGS OF FACT:
1. The proposed use is conditionally permitted within, and would not impair the integrity and
character of the subject zone and complies with all of the applicable provisions of the
Development Code.
The proposed co-location on an existing 75-foot monopine is a conditionally permitted use,
pursuant to Development Code §19.20.030(3)(C)(7) when the placement of the monopole on
residentially designated property developed with a legal non-residential use. The project site is
located in the Residential Suburban (RS) zone and directly abuts residential property to the
south, east and west. All equipment associated with the proposed co-location would be located
within a 900-square foot expansion of the existing equipment enclosure. The existing tower is
camouflaged as a pine tree and is located within an existing grouping of mature live trees.
CUP 14-16
Meeting Date: January 21, 2015
Page 4
Therefore, the project would not impair the integrity and character of the subject land use district
or be detrimental to surrounding properties.
January 5, 2015 – A legal advertisement was sent to the San Bernardino Sun Newspaper
for publication on January 8, 2015.
January 8, 2015 – Notices to the property owners and residents within 500 feet of the
exterior boundaries of the subject property were mailed, providing the nature of the
request, location of the property, the date, time, and place of the Planning Commission
meeting of January 21, 2015 for GPA 13-02/ZA14-16/TPM19573 and DP-P14-05.
2. The proposed use is consistent with the General Plan.
The proposed co-location is consistent with a number of goals and policies in the General Plan.
Policy 9.8.1 in the Utilities Element provides for the continued development and expansion of
telecommunications systems. Land Use Goal 2.2 promotes development that integrates with, and
minimizes impacts on, surrounding land uses. With the existing monopine camouflage design,
located in the vicinity of the mature trees, operation of the wireless facility would not be
apparent to nearby residents. Further, the co-location on the existing facility will allow for the
expansion of telecommunications systems in the City. Therefore the proposed project would be
compatible with surrounding land uses and consistent with the General Plan.
3. The approval of the Conditional Use Permit for the proposed use is in compliance with the
requirements of the California Environmental Quality Act and Section 19.06.030(6) of the
Development Code.
The proposed project is exempt from CEQA requirements per Section 15301 for minor alteration
of existing facilities. No potentially significant environmental impacts are anticipated.
4. There will be no potentially significant negative impacts upon environmental quality and
natural resources that could not be properly mitigated and monitored.
The proposed project will not have any significant negative impacts upon environmental quality
or natural resources. The project site is developed with a commercial structure and surrounded
by urban development. No significant negative impacts on the environment are anticipated to
result from use of the existing project site.
5. The location, size, design, and operating characteristics of the proposed use are compatible
with the existing and future land uses within the general area in which the proposed use is to
be located and will not create significant noise, traffic or other conditions or situations that
may be objectionable or detrimental to other permitted uses in the vicinity or adverse to the
public interest, health, safety, convenience, or welfare of the City.
The proposed design is in compliance with the Development Code requirements that are
applicable to location, size, and design for wireless telecommunications facilities. The associated
monopole is camouflaged as a pine tree in order to blend in with the mature trees on-site. The
equipment associated with the wireless telecommunications facility will be housed inside an
expansion of the existing equipment enclosure and will therefore be hidden from view from the
ATTACHMENT A – AERIAL MAP
CITY OF SAN BERNARDINO
PLANNING DIVISION
PROJECT: CUP14-16
LOCATION MAP
HEARING DATE: 1/21/15
NORTH
PROJECT SITE
ATTACHMENT A – LOCATION/ZONING MAP
CITY OF SAN BERNARDINO
PLANNING DIVISION
PROJECT: CUP14-16
LOCATION MAP
HEARING DATE: 1/21/15
NORTH
PROJECT SITE
ATTACHMENT C
CONDITIONS OF APPROVAL
Conditional Use Permit 14-16
1. This approval authorizes co-location on an existing wireless telecommunications facility
including the installation of 12 additional antennas, installation of associated equipment
and construction of a 900-square foot equipment enclosure expansion, located at 2939 N.
G Street (APN: 0149-032-64), in the Residential Suburban (RS) zone. All construction
shall be in substantial conformance with the approved plans stamped “Received June 24,
2014”.
2. Within two years of the Conditional Use Permit approval, commencement of construction
shall have occurred or the permit/approval shall become null and void. In addition, if
after commencement of construction, work is discontinued for a period of one year, then
the permit/approval shall become null and void. However, approval of the Conditional
Use Permit does not authorize commencement of construction. All necessary permits
must be obtained prior to commencement of specified construction activities included in
the Conditions of Approval.
EXPIRATION DATE: January 21, 2017
3. The review authority may grant a time extension, for good cause, not to exceed 12
months. The applicant must file an application, the processing fees, and all required
submittal items, 30 days prior to the expiration date. The review authority shall ensure
that the project complies with all Development Code provisions in effect at the time of
the requested extension.
4. In the event this approval is legally challenged, the City will promptly notify the
applicant of any claim, action or proceeding and will cooperate fully in the defense of this
matter. Once notified, the applicant agrees to defend, indemnify and hold harmless the
City of San Bernardino (City), any departments, agencies, divisions, boards or
commission of the City as well as predecessors, successors, assigns, agents, directors,
elected officials, officers, employees, representatives and attorneys of the City from any
claim, action or proceeding against any of the foregoing persons or entities. The applicant
further agrees to reimburse the City for any costs and attorneys’ fees which the City may
be required by a court to pay as a result of such action, but such participation shall not
relieve applicant of his or her obligation under this condition.
The costs, salaries, and expenses of the City Attorney and employees of his office shall
be considered as “Attorney’s fees” for the purpose of this condition. As part of the
consideration for issuing this Conditional Use Permit, this condition shall remain in effect
if the Conditional Use Permit is rescinded or revoked, whether or not at the request of
applicant.
CUP 14-16
Meeting Date: January 21, 2015
Page 2
5. Minor modification to the plans shall be subject to approval by the Director through the
Minor Modification Permit process. Any modification which exceeds 15% of the
allowable measurable design/site considerations shall require the refilling of the original
application.
6. The project shall comply with all applicable requirements of the Building and Safety
Division, Fire Department, Police Department, Municipal Water Department, Public
Services Department and the City Clerk’s Office/Business Registration Division.
7. The project shall comply with the requirements of other outside agencies, as applicable
(e.g. State Board of Equalization, Federal Communications Commission, etc.).
8. The applicant shall ensure that the communications tower and related equipment shall be
removed within three months after the use is abandoned.
9. The operation of the antenna shall not cause interference with any electrical equipment in
the surrounding neighborhoods (e.g., television, radio, telephone, computer, inclusive of
the City’s trunked 800MHz public safety radio system, etc.) or with Police or Fire
Department communications equipment unless exempted by Federal Regulations. If
notified by a City official that the antenna is creating interference with public safety
communications, the use of the antenna shall cease immediately and remain out of use
until the problem is resolved.
10. The facility operator and property owner shall be responsible for regular maintenance of
the project site. The site shall be maintained in a clean condition and free of litter and any
other undesirable material(s). Vandalism, graffiti, trash and other debris shall be removed
and cleaned up within 48 hours of receiving notice and the aesthetic appearance of the
faux tree shall be maintained in a condition where it still serves the purpose of disguising
the pole.
11. All equipment associated with the monopine tower shall be located inside the existing
and proposed equipment enclosures, as indicated on the approved site plan.
12. The existing pole is be a camouflaged as a pine tree and shall maintain heavy-density
branch coverage (minimum of 100 branches) that shall extend beyond the antennas for
adequate concealment, to the satisfaction of the Director.
13. All antennas shall be painted to match the monopine branches or cladding, as appropriate,
and be fitted with socks.
14. A building permit shall be obtained from the Building and Safety Division for the
construction of the unmanned wireless telecommunications facility.
15. Submitted plans shall conform to the 2013 California Building Codes. This shall include
the California Green Building Code.
CUP 14-16
Meeting Date: January 21, 2015
Page 3
16. Project is located in a 95 mph, Exp. C. Please use the nominal wind speed design.
Seismic zone, flood zone and liquefaction requirements to be verified prior to plan check
submittal.
17. Plans shall include all necessary engineering calculations for footings, anchorage of all
equipment and block walls. Also, plans shall include any plumbing, mechanical,
electrical and landscaping items.
18. Please be advised that all landscaping and site work require separate permits from Land
Development. Therefore provide a note on plans stating “For Reference Only” when
referencing the site work.
19. Provide Fire Department and AQMD approval for the proposed onsite generator prior to
permit issuance.
20. Submittal requirements for permit applications with the Building and Safety Division
shall include all Conditions of Approval issued with this approval, printed on the plan
sheets.
21. All Conditions of Approval and Standard Requirements shall be completed prior to final
inspection, sign-off, and before antennas can be activated.
22. This permit or approval is subject to the attached conditions or standard requirements of
the following City Departments or Divisions:
a. Land Development Division
b. Water Department
-End of Conditions of Approval-
ATTACHMENT C
Land Development Division- Standard Requirements
Location: 2939 N. G. Street
Case Number: CUP 14-016
1. Drainage and Flood Control
a) The Director of Community Development, prior to building plan
approval, shall approve an Erosion Control Plan. T he plan shall be
designed to control erosion due to water and wind, including
blowing dust, during all phases of construction, including graded
areas which are not proposed to be immediately built upon.
2. Grading and Landscaping
a) The project landscape plan shall be reviewed and approved by the
Director of Community Development prior to issuance of a building
permit. Submit 5 copies to the Land Development Division for
Checking.
3. Utilities
a) This project is located in the sewer service area maintained by the
City of San Bernardino therefore, any necessary sewer main
extension shall be designed and constructed in accordance with the
City's "Sewer Policy and Procedures" and City Standard Drawings.
b) Utility services shall be placed underground and easements
provided as required.
4. Street Improvement and Dedications
a) Repair current drive approach to meet a modified C ity Standard No.
204, Type II, including an accessible by-pass around the top of the
drive approach.
5. Required Engineering Permits
a) Off-site encroachment permit.
b) On-site landscape improvements permit.
CITY OF SAN BERNARDINO
NOTICE OF PUBLIC HEARING BEFORE THE
CITY OF SAN BERNARDINO
PLANNNING COMMISSION
SUBJECT: CONDITIONAL USE PERMIT 14-16 Ward No.
2
PROPOSAL: A request to modify an existing 75-foot monopine wireless telecommunications facility by installing
additional antennas and equipment, located at 2939 N. G Street, in the Residential Suburban (RS) zone.
OWNER: Faith Bible Church
APPLICANT: Spectrum Services, Inc. (Tiffany Hackett)
ENVIRONMENTAL RECOMMENDATION: Exempt from CEQA – Section 15301 – Existing Facilities
PUBLIC HEARING LOCATION:
San Bernardino City Hall
300 North “ D” Street
Lobby Floor, “ Council Chambers”
San Bernardino, California 92418
HEARING DATE AND TIME:
Wednesday, January 21, 2015 at 6:00 p.m.
You are receiving this notice because the project site described
above is within 500 feet of your property. If you would like further
information about this proposal prior to the public hearing, please
contact the Planning Division at (909) 384-5057.
You are welcome to attend the public hearing and address the
Planning Commission with your comments on this proposal, or you
may submit written comments in favor of or in opposition to the
proposal to the Planning Division, City Hall, 300 North “ D” Street,
San Bernardino, CA 92418.
Decisions of the Planning Commission are final concerning Minor
Use Permits, Development Permits, and Tentative Parcel Maps,
unless appealed to the Mayor and Council. Appeals to the Mayor
and Council must be made in writing, stating the grounds of the
appeal and must be submitted to the City Clerk along with the
appropriate fee within fifteen days of the decision.
Final review and action concerning General Plan Amendments,
Development Code Amendments, Specific Plans and Development
Agreements will be made by the Mayor and Common Council.
If you challenge the resultant action of the Mayor and Common
Council in court, you may be limited to raising only those issues you
or someone else raised at the public hearing described in this notice,
or in written correspondence delivered to the City Planning Division
at, or prior to, the public hearing.
Individual testimony on agenda items will be strictly limited to three
minutes per person.
N
The City of San Bernardino recognizes its obligation to provide equal access to public services to those individuals with dis abilities. Please contact
Facilities Services (384-5244) two working days prior to the meeting with any requests for reasonable accommodation, to include interpreters.
Project Site
AGENDA ITEM #3
PLANNING COMMISSION STAFF REPORT
CITY OF SAN BERNARDINO PLANNING DIVISION
CASE: Conditional Use Permit 14-22
HEARING DATE: January 21, 2015
WARD: 5
OWNER: APPLICANT:
First Baptist Church of San Bernardino David E. Kruse
4747 N. State Street P.O. Box 2038
San Bernardino, CA 92407 San Bernardino, CA 92406
909.887.4814 909.520.6083
REQUEST & LOCATION:
A request to convert three temporary modular buildings on an existing church property to
permanent structures for use as Sunday school classrooms. The project site is located at 4747 N.
State Street in the Residential Suburban (RS) zone.
Assessor Parcel Number: 0266-191-18
CONSTRAINTS & OVERLAYS:
None
ENVIRONMENTAL FINDINGS:
Not Applicable
Exempt from CEQA, Section 15301 – Existing Facilities
No Significant Effects
Negative Declaration
Potential Effects, Mitigation Measures and Mitigation Monitoring/Reporting Plan
STAFF RECOMMENDATION:
Approval
Conditions
Denial
Continuance to:
CUP 14-22
Meeting Date: January 21, 2015
Page 2
PROJECT DESCRIPTION
The applicant requests approval of a Conditional Use Permit (CUP) under the authority of
Development Code §19.06.020 to convert three temporary modular buildings property to
permanent structures for use as Sunday school classrooms. The property is currently developed
with a legal non-conforming church. The project site is located at 4747 N. State Street in the
Residential Suburban (RS) zone (Attachment A2).
SETTING & SITE CHARACTERISTICS
The project site is approximately 3.6 acres. The subject property abuts single family residential
property to the south and east, public facilities to the north, and multi-family property across the
street to the west.
Table 1 illustrates surrounding land use characteristics of the subject site and surrounding
properties.
TABLE 1: LAND USE CHARACTERISTICS
LOCATION
EXISTING LAND USE
ZONING
GENERAL PLAN
Site Church Residential Suburban (RS) Residential
North School Public Facilities (PF) Public/Quasi-Public
South Power Station Residential Suburban (RS) Residential
East Residential Residential Suburban (RS) Residential
West Residential Residential Medium (RM) Residential
BACKGROUND
February 15, 2008 – Temporary Use Permit 08-01 was issued to allow three temporary
modular to be place on the subject property for use as classrooms until February 15,
2009.
October 22, 2008 – Conditional Use Permit 08-31 was submitted to the Planning Division
to remodel and expand the existing church in four phases.
August 6, 2009 – Conditional Use Permit 08-31 was withdrawn pending resubmittal.
October 6, 2014 – Conditional Use Permit 14-22 was submitted to the Planning Division
for review.
December 18, 2014 – Conditional Use Permit 14-22 was reviewed by the
Development/Environmental Review Committee and the item was moved to Planning
Commission for consideration.
January 5, 2015 – A legal advertisement was sent to the San Bernardino Sun Newspaper
for publication on January 8, 2015.
January 8, 2015 – Notices to the property owners and residents within 500 feet of the
exterior boundaries of the subject property were mailed, providing the nature of the
request, location of the property, the date, time, and place of the Planning Commission
meeting of January 21, 2015 for CUP 14-22.
CUP 14-22
Meeting Date: January 21, 2015
Page 3
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
The proposed project is exempt from the California Environmental Quality Act (CEQA)
requirements pursuant to Section 15301 of the State Guidelines, which allows for minor
alteration of existing facilities.
ANALYSIS
The proposed project would convert three temporary modular units into approximately 2,850-
square feet permanent Sunday school classroom space for an existing church. The church
currently on-site is considered legal non-conforming due to the lack of a Conditional Use Permit.
The church is currently offering Sunday school services out of existing on-site buildings and the
project as proposed would not expand any existing church operations.
The following site design analysis illustrates consistency of the project with the Development
Code as shown in Table 2:
TABLE 2: DEVELOPMENT CODE AND GENERAL PLAN CONSISTENCY
CATEGORY
PROPOSAL/EXISTING
DEVELOPMENT
CODE
GENERAL
PLAN
Permitted Use Church Permitted Subject to
Conditional Use
Permit
Consistent
Height 10 feet 30 feet max. N/A
Setback
- Front
- Side
- Rear
240 feet approx.
20 feet approx.
50 feet approx.
10 feet min.
10 feet min.
10 feet min.
N/A
Lot Coverage 10% approx. 50 % max. N/A
Parking 81 stalls 69 stalls N/A
Parking: Pursuant to Development Code Section 19.24.040, churches require parking spaces at a
minimum of 1 space per 35-square feet sanctuary space. The existing church sanctuary is 2,400-
square feet in size, requiring 69 parking spaces. The subject site currently provides 81 parking
spaces. The establishment of the additional classroom space will not increase the parking
demand on the property.
Operating Characteristics: The church has been established at 4747 N. State Street for over 30
years. Services are provided on Sundays beginning at 10:45a.m., with Sunday school being
offered beginning at 9:30a.m.
CUP 14-22
Meeting Date: January 21, 2015
Page 4
FINDINGS OF FACT:
1. The proposed use is conditionally permitted within, and would not impair the integrity and
character of the subject zone and complies with all of the applicable provisions of the
Development Code.
The proposed expansion of an existing church is conditionally permitted, pursuant to
Development Code §19.06.020 The project site is located in the Residential Suburban (RS) zone
and directly abuts residential property to the east and west, a power station to the south and a
school to the north. The proposed project would create permanent buildings Sunday school
services for an existing church and complies with all applicable provisions of the Development
Code as shown in Table 2, above. Therefore, the project would not impair the integrity and
character of the subject land use district or be detrimental to surrounding properties.
2. The proposed use is consistent with the General Plan.
The proposed expansion is consistent with General Plan goals and policies. Policy 2.2.1 in the
Land Use Element requires compatibility between land uses and quality design. The proposed
project would improve the site by creating permanent space for existing on-site services, with a
long history of compatibility and service to the existing neighborhood. Accessibility upgrades to
the modular units and the site would be required as conditions of the project. No expansion of
services is proposed as a part of this project. Therefore the proposed project would be compatible
with surrounding land uses and consistent with the General Plan.
3. The approval of the Conditional Use Permit for the proposed use is in compliance with the
requirements of the California Environmental Quality Act and Section 19.06.030(6) of the
Development Code.
The proposed project is exempt from CEQA requirements per Section 15301 for minor alteration
of existing facilities. No potentially significant environmental impacts are anticipated.
4. There will be no potentially significant negative impacts upon environmental quality and
natural resources that could not be properly mitigated and monitored.
The proposed project will not have any significant negative impacts upon environmental quality
or natural resources. The project site is developed with a commercial structure and surrounded
by urban development. No significant negative impacts on the environment are anticipated to
result from use of the existing project site.
5. The location, size, design, and operating characteristics of the proposed use are compatible
with the existing and future land uses within the general area in which the proposed use is to
be located and will not create significant noise, traffic or other conditions or situations that
may be objectionable or detrimental to other permitted uses in the vicinity or adverse to the
public interest, health, safety, convenience, or welfare of the City.
ATTACHMENT A – AERIAL MAP
CITY OF SAN BERNARDINO
PLANNING DIVISION
PROJECT: CUP14-22
LOCATION MAP
HEARING DATE: 1/21/15
NORTH
PROJECT SITE
ATTACHMENT A – LOCATION/ZONING MAP
CITY OF SAN BERNARDINO
PLANNING DIVISION
PROJECT: CUP14-22
LOCATION MAP
HEARING DATE: 1/21/15
NORTH
PROJECT SITE
ATTACHMENT C
CONDITIONS OF APPROVAL
Conditional Use Permit 14-22
1. This approval authorizes the conversion of three temporary modular buildings on an
existing church property to permanent structures for use as Sunday school classrooms.
The subject property is located at 4747 N. State Street (APN: 0266-191-18), in the
Residential Suburban (RS) zone. All construction shall be in substantial conformance
with the approved plans stamped “Received October 6, 2014”.
2. Within two years of the Conditional Use Permit approval, commencement of construction
shall have occurred or the permit/approval shall become null and void. In addition, if
after commencement of construction, work is discontinued for a period of one year, then
the permit/approval shall become null and void. However, approval of the Conditional
Use Permit does not authorize commencement of construction. All necessary permits
must be obtained prior to commencement of specified construction activities included in
the Conditions of Approval.
EXPIRATION DATE: January 21, 2017
3. The review authority may grant a time extension, for good cause, not to exceed 12
months. The applicant must file an application, the processing fees, and all required
submittal items, 30 days prior to the expiration date. The review authority shall ensure
that the project complies with all Development Code provisions in effect at the time of
the requested extension.
4. In the event this approval is legally challenged, the City will promptly notify the
applicant of any claim, action or proceeding and will cooperate fully in the defense of this
matter. Once notified, the applicant agrees to defend, indemnify and hold harmless the
City of San Bernardino (City), any departments, agencies, divisions, boards or
commission of the City as well as predecessors, successors, assigns, agents, directors,
elected officials, officers, employees, representatives and attorneys of the City from any
claim, action or proceeding against any of the foregoing persons or entities. The appli cant
further agrees to reimburse the City for any costs and attorneys’ fees which the City may
be required by a court to pay as a result of such action, but such participation shall not
relieve applicant of his or her obligation under this condition.
The costs, salaries, and expenses of the City Attorney and employees of his office shall
be considered as “Attorney’s fees” for the purpose of this condition. As part of the
consideration for issuing this Conditional Use Permit, this condition shall remain in effect
if the Conditional Use Permit is rescinded or revoked, whether or not at the request of
applicant.
CUP 14-22
Meeting Date: January 21, 2015
Page 2
5. Minor modification to the plans shall be subject to approval by the Director through the
Minor Modification Permit process. Any modification which exceeds 10% of the
allowable measurable design/site considerations shall require the refilling of the original
application.
6. The project shall comply with all applicable requirements of the Building and Safety
Division, Fire Department, Police Department, Municipal Water Department, Public
Services Department and the City Clerk’s Office/Business Registration Division.
7. The property owner(s), facility operator and property management will be responsible for
regular maintenance of the site. Vandalism, graffiti, trash and other debris must be
removed within 24 hours of being reported.
8. The applicant shall replace the missing gates on the existing trash enclosure.
9. Submitted plans shall conform to the 2013 California Building Codes.
10. Submittal requirements for permit applications with the Building and Safety Division
shall include all Conditions of Approval issued with this approval, printed on the plan
sheets.
11. This permit or approval is subject to the attached conditions or standard requirements of
the following City Departments or Divisions:
a. Fire Department
b. Land Development Division
c. Water Department
-End of Conditions of Approval-
CITY OF SAN BERNARDINO FIRE DEPARTMENT
GENERAL REQUIREMENTS:
Provide one additional set of construction plans to Building and Safety for Fire Department use at time of plan
check.
Contact the City of San Bernardino Fire Department at (909) 384-5855 for specific detailed requirements.
The developer shall provide for adequate fire flow. Minimum fire flow requirements shall be based on square
footage, construction features, and exposure information supplied by the developer and must be available
prior to placing combustible materials on site.
WATER PURVEYOR FOR FIRE PROTECTION:
The fire protection water service for the area of this project is provided by:
San Bernardino Municipal Water Department - Engineering (909) 384-5391
East Valley Water District - Engineering (909) 888-8966
Other Water purveyor: _________________________________________________ Phone: _________________
PUBLIC FIRE PROTECTION FACILITIES:
Public fire hydrants are required along streets at intervals not to exceed 300 feet for the commercial an
multi-residential areas and at intervals not to exceed 500 feet for residential areas.
Fire hydrant minimum flow rates of 1,500 gpm at a 20 psi minimum residual pressure are required for
commercial and multi-residential areas. Minimum fore hydrant flow rates of 1,000 gpm at a 20 psi minimum
residual are required for residential areas.
Fire hydrant type and specific location shall be jointly determined by the City of San Bernardino Fire
Department in conjunction with the water purveyor. Fire hydrant materials and installation shall confirm to
the standards and specifications of the water purveyor.
Public fire hydrants, fire services, and public water facilities necessary to meet Fire Department requirements
are the developer’s financial responsibility and shall be installed by the water purveyor or by the developer at
the water purveyor’s discretion. Contact the water purveyor indicated above for additional information.
ACCESS:
Provide two separate, dedicated routes of ingress/engress to the property entrance . The routes shall be
paved, all weather.
Provide an access road to each building for fire apparatus. Access roadway shall have an all-weather driving
surface of or less than 20 feet of unobstructed width.
Extend roadway to within 150 feet of all portions of the exterior wall of al single story buildings.
Extend roadway to within 50 feet of the exterior wall of all multiple-story buildings.
Provide “NO PARKING” signs whenever parking of vehicles would possibly reduce the clearance of access
roadways to less than the required width. Signs are to read “FIRE LANE - NO PARKING - M.C. Sec 15.16”.
Dead-end streets shall not exceed 500 feet in length and shall have a minimum 40 foot radius turnaround.
The names of any new streets (public or private) shall be submitted to the Fire Department for approval.
Case: ______________________
Date: ______________________
Reviewed By: _______________
STANDARD REQUIRMENTS
PROJECT SITE:
SITE:
All access roads and streets are to be constructed and usable prior to combustible construction.
Private fire hydrants shall be installed to protect each building located more than 150 feet from the curb line.
No fire hydrants should be within 40 feet of any exterior wall. The hydrants shall be Wet Barrel type, with one
2 1/2 inch and 4 inch outlet, and approved by the Fire Department. Areas adjacent to fire hydrants shall be
designated as a “NO PARKING” zone by painting an 8 inch wide, red stripe for 15 feet in each direction in front
of the hydrant in such a manner that it will not be blocked by parking vehicles. Lettering to be in white 6” by
1/2”.
CUP 14-22
1-7-14
SP
4747 N. STATE
BUILDING:
Address numerals shall be installed on the building at the front or other approved location in such a manner as
to be visible from the frontage street. Commercial and multi family address numerals shall be 6 inches tall, sin-
gle family address numerals shall be 4 inches tall. The color of the numerals shall contrast with the color of the
background.
Identify each gas and electric meter with the number of the unit it serves.
Fire extinguishers must be installed prior to the building being occupied. The minimum rating for any fire
extinguisher is 2A 10B/C. Minimum distribution of fire extinguishers must be such that no interior part of the
building is over 75 feet travel distance from a fire extinguisher.
Apartment houses with 16 or more units, hotels (motels) with 20 or more units, or apartments or hotels
(motels) three stories or more in height shall be equipped with automatic fire sprinklers designed to NFPA
standards.
All buildings, over 5,000 square feet, shall be equipped with an automatic fire sprinkler system designed to
NFPA standards. This includes existing buildings vacant over 365 days.
Submit plans for the fire protection to the Fire Department prior to beginning construction of the system.
Permit required.
Tenant improvements in all sprinklered buildings are to be approved by the Fire Department prior to start of
construction. Permit required.
Provide fire alarm (required throughout). Plans must be approved by the Fire Department prior to start of
installation. Permits required.
Fire Department connection to sprinkler system/standpipe system, shall be required at Fire Department
approved location.
Fire Code Permit required, at 200 E. 3rd Street (909) 384-5388.
Fire Sprinkler monitoring required. Plans must be approved by the Fire Department prior to the start of
construction. Permit required.
Occupant load.
Notes: The applicant must request, in writing, any changes to Fire Department requirements.
ADDITIONAL INFORMATION:
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
_______________________________________________________________________________________________
1. NOTE: THIS IS NOT APPROVED AS AN E OCCUPANCY BUT AN ACCESSORY USE TO THE A OCCUPANY ONLY.
IF BUILDING WILL BE USED AS AN E OCCUPANY, A FIRE ALRM WILL BE REQUIRED.
2. ALL EXITING SHALL COMPLY WITH THE 2013 CBC.
ATTACHMENT C
Land Development Division-Standard Requirements
Location: 4747 N. State Street
Case Number: CUP 14-22
1. Drainage and Flood Control
a) The Director of Community Development, prior to building plan
approval, shall approve an Erosion Control Plan. The plan shall be
designed to control erosion due to water and wind, including
blowing dust, during all phases of construction, including graded
areas which are not proposed to be immediately built upon.
2. Grading and Landscaping
a) An on-site Improvement Plan is required for this project. Where
feasible, this plan shall be incorporated with the erosion control
plan and the required drive approaches along State Street. The
Erosion Control Plan shall conform to all requirements of Section
8.80 of the Municipal Code.
b) The design of on-site improvements shall also comply with all
requirements of The California Building Code, Title 24, relating to
accessible parking and accessibility to each modular unit, including
retrofitting of existing building access points f or accessibility, if
applicable.
c) An accessible path of travel shall be provided from the public way
at State Street to the modular building entrances. All pathways
shall be concrete paved and shall provide a minimum clear width of
4 feet. Where parking overhangs the pathway, the minimum paved
width shall be 6.5 feet.
d) Where an accessible path of travel crosses drive aisles, it shall be
delineated by textured/colored concrete pavement, unless
otherwise approved by the Development Review Committee.
3. Street Improvement and Dedications
a) If the existing sidewalk and/or curb & gutter adjacent to the site
along State Street are in poor condition, the sidewalk and/or curb &
gutter shall be removed and reconstructed to City Standards. Curb
& Gutter shall conform to Standard No. 200, Type “B” and sidewalk
shall conform to Standard No. 202, Case "A" (6’ wide adjacent to
curb).
Project: 4747 N. State Street
Case No. CUP 14-22
Page 2 of 2
C:\Users\martin_tr.CSBLG\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\S685DIEZ\CUP 14-22
4747 N State Street Modular Units.doc
01/13/15
b) Construct Two Driveway Approaches per City Standard No. 204,
Type II, including an accessible by-pass around the top of the drive
approach.
c) The pavement on the access road on the site shall be rehabilitated.
4. Required Engineering Plans
a) A complete submittal for plan checking shall consist of:
on-site improvement plans containing the erosion control plan,
All required supporting calculations, studies and reports must be
included in the initial submittal (including but not limited to
drainage studies, soils reports, structural calculations)
5. Required Engineering Permits
a) On-site improvements construction permit (except buildings - see
Development Services-Building Division), including landscaping.
b) Off-site improvement construction permit.
CITY OF SAN BERNARDINO
NOTICE OF PUBLIC HEARING BEFORE THE
CITY OF SAN BERNARDINO
PLANNNING COMMISSION
SUBJECT: CONDITIONAL USE PERMIT 14-22 Ward No.
5
PROPOSAL: A request to convert three temporary modular buildings on an existing church property to permanent
structures for use as Sunday school classrooms. The project site is located at 4747 N. State Street in the Residential
Suburban (RS) zone.
OWNER: First Baptist Church of San Bernardino
APPLICANT: David E. Kruse
ENVIRONMENTAL RECOMMENDATION: Exempt from CEQA – Section 15301 – Existing Facilities
PUBLIC HEARING LOCATION:
San Bernardino City Hall
300 North “ D” Street
Lobby Floor, “ Council Chambers”
San Bernardino, California 92418
HEARING DATE AND TIME:
Wednesday, January 21, 2015 at 6:00 p.m.
You are receiving this notice because the project site described
above is within 500 feet of your property. If you would like further
information about this proposal prior to the public hearing, please
contact the Planning Division at (909) 384-5057.
You are welcome to attend the public hearing and address the
Planning Commission with your comments on this proposal, or you
may submit written comments in favor of or in opposition to the
proposal to the Planning Division, City Hall, 300 North “ D” Street,
San Bernardino, CA 92418.
Decisions of the Planning Commission are final concerning Minor
Use Permits, Development Permits, and Tentative Parcel Maps,
unless appealed to the Mayor and Council. Appeals to the Mayor
and Council must be made in writing, stating the grounds of the
appeal and must be submitted to the City Clerk along with the
appropriate fee within fifteen days of the decision.
Final review and action concerning General Plan Amendments,
Development Code Amendments, Specific Plans and Development
Agreements will be made by the Mayor and Common Council.
If you challenge the resultant action of the Mayor and Common
Council in court, you may be limited to raising only those issues you
or someone else raised at the public hearing described in this notice,
or in written correspondence delivered to the City Planning Division
at, or prior to, the public hearing.
Individual testimony on agenda items will be strictly limited to three
minutes per person.
N
The City of San Bernardino recognizes its obligation to provide equal access to public services to those individuals with disabilities. Please contact
Facilities Services (384-5244) two working days prior to the meeting with any requests for reasonable accommodation, to include interpreters.
Project Site
Agenda Item: #4
PLANNING COMMISSION STAFF REPORT
CITY OF SAN BERNARDINO PLANNING DIVISION
CASE: General Plan Amendment 14-08, Zoning Amendment 14-16, Tentative
Parcel Map 19573 (Subdivision 14-11) and Development Permit-P 14-05
HEARING DATE: January 21, 2015
WARD: 1
OWNERS APPLICANT
Cassie Chance Claudia Chance Michael Morris
2290 Serrano Road Chance Family Trust Red Rock Development, Inc.
San Bernardino, CA 92405 P.O. Box 1435 4340 Von Karman Avenue No. 110
Mammoth Lakes, CA 93546 Newport Beach, CA 92660
949.478.1450
Brain Press Nancy K. Rosebaum
24777 6th Street 2730 Muscupiabe Drive
San Bernardino, CA 92410 San Bernardino, CA 92346
REQUEST/LOCATION: A request to amend the General Plan Land Use Map for a 19.65-acre
project site from Industrial and Residential to Industrial, to amend the site’s zoning from Office
Industrial Park (OIP) and Residential Medium High (RMH) to Industrial Light (IL), merge nine
(9) parcels into one parcel, and construct a 427,000-square foot warehouse building. The project
site is located at on the east side of Waterman Avenue, 1000 feet north of Mill Street.
Assessor Parcel Numbers: 0279-321-14, 24, 44, 47, 48, 59, 63 & 0136-311-24, & 34
CONSTRAINTS/OVERLAYS:
Liquefaction Zone
ENVIRONMENTAL FINDINGS:
Exempt from CEQA, Section 15332 – Infill Development
No Significant Effect
Mitigated Negative Declaration with Mitigation Monitoring/Reporting Program
Environmental Impact Report with Mitigation Monitoring/Reporting Program Facts, Findings
and Statement of Overriding Considerations
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 2
STAFF RECOMMENDATION:
Approval
Conditions
Denial
Recommend to Mayor and Common Council
PROJECT DESCRIPTION
The applicant requests approval of the following:
General Plan Amendment (GPA) 14-08 under the authority of Development Code § 19.50.030 to
change the land use designation of approximately 19.65 acres from Commercial and Residential
to Industrial;
Zoning Amendment (ZA) 14-16 under the authority of Development Code § 19.74.030 to change
the zoning district of approximately 19.65 acres from Office Industrial Park (OIP) and
Residential Medium High (RMH) to Industrial Light (IL);
Tentative Parcel Map 19573 (Subdivision 14-11) under the authority Development Code §19.30.060
to merge various parcels into one large parcel; and
Development Permit-P 14-05 under the authority of Development Code § 19.44.010 to construct a
427,000-square foot warehouse building.
The applicant proposes to develop the subject site to accommodate a 427,000-square foot single
tenant industrial warehouse building, with related on-site improvements to include landscaping,
parking, loading, handicap accessibility, and refuse enclosure on approximately 19.65 acres.
Two entrances are proposed on Waterman Avenue to provide convenient access to the site
(Attachment B).
SETTING/SITE CHARACTERISTICS
The project site consists of nine parcels of approximately 19.65 acres and is partially occupied by five
structures under existing conditions: a commercial building occupied by a bail bonds business adja cent to
South Waterman Avenue; a vacant commercial building and associated outbuilding adjacent to South
Waterman Avenue; an industrial building occupied by a truck repair business located in the site’s
northeastern corner; and a detached, single-family residence located in the eastern portion of the site. Past
uses of the property included sporadic agricultural, residential, and commercial land uses. The property
also contained a former segment of the Pacific Electric railroad.
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 3
Table 1: SITE AND SURROUNDING LAND USES
LOCATION LAND USE ZONE GENERAL PLAN
DESIGNATION
Site Industrial Warehouse. Office Industrial Park (OIP) Commercial
North Industrial and
Residential Uses
Office Industrial Park (OIP)
and Residential Medium High
(RMH)
Industrial and
Residential
South Auto Dealership Office Industrial Park (OIP) Industrial
East Twin Creek Channel Public Flood Control (PFC) Public/Quasi-Public
West Vacant Property Office Industrial Park (OIP) Industrial
BACKGROUND
August 18, 2014 – Formal application GPA14-08, ZA14-16, TPM19573 and DP-P14-05
was submitted.
September 23, 2014 – 90-day consultation letters and 45-day comment period letters
were mailed to the Indian tribes potentially affected by the project, per SB18.
December 4, 2014 - The Development/Environmental Review Committee (D/ERC)
reviewed the application and recommended that the project’s Mitigated Negative
Declaration be released for public review and that the project be moved on to the
Planning Commission for review and recommendation to the City Council.
January 5, 2015 – A legal advertisement was sent to the San Bernardino Sun Newspaper
for publication on January 8, 2015.
January 8, 2015 – Notices to the property owners and residents within 500 feet of the
exterior boundaries of the subject property were mailed, providing the nature of the
request, location of the property, the date, time, and place of the Planning Commission
meeting of January 21, 2015 for GPA 13-02/ZA14-16/TPM19573 and DP-P14-05.
ANALYSIS
The applicant is pursuing the proposed development on a speculative basis, meaning that the building’s
future tenant(s) is not yet identified. The proposal would involve construction of a 427,000-square
foot industrial warehouse building. The structure will be a concrete, tile-up structure, painted in
shades of various mild, earth-toned colors, including shades of beige and white, with blue
glazing on the windows facing Waterman Avenue. The single -story building will primarily be 45
feet tall, above finished grade, with 49-foot tall tower elements located at the corners of the
building to provide vertical articulation. The building will be architecturally retreated on all
sides. The landscaping will be oriented towards Waterman Avenue, where it will have the most
visual impact and best shade the parking lot where employees and visitors will park (Attachment
A).
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 4
The site is located within two land use districts: Office Industrial Park (OIP) and Residential
Medium High (RMH). The applicant is processing GPA14-08 and ZA14-16 to change the CO
and RMH to IL.
As noted above, TPM 19573 (Subdivision 14-11) is proposed to merge nine parcels into one,
19.65-acre parcel. The applicant proposes to develop a 427,000-square foot industrial warehouse
in the center of the site, per DP-P14-05. The following design analysis demonstrates the project’s
compatibility with the Development Code:
TABLE 2: PROJECT COMPLIANCE WITH DEVELOPMENT STANDARDS
STANDARD
DEVELOPMENT CODE
PROJECT PLANS
Building Coverage 75% maximum 49%
Parking 362 stalls 362 stalls
Landscaping 15%
25% (31,871 square feet)
Building Height 50 feet 49 feet
TABLE 3: GENERAL PLAN AND DEVELOPMENT CODE CONSISTENCY
CATEGORY PROPOSAL DEVELOPMENT CODE GENERAL PLAN
Permitted Use Parcel Map Subdivision Consistent Consistent
Lot Area 19.65 acres 20,000 sq. ft. minimum Yes
Landscaping
The majority of the landscape, including the planting of 91 trees to meet the requirements of
Development Code §19.24.060 (6) (B) will be located along the front (west) side of the site,
adjacent to Waterman Avenue, where the majority of the visitor and employee parking spaces
will be located.
Parking
The project site provides adequate space for required parking and on-site circulation and
complies with the IL land use regulations and development standards of the Development Code,
as indicated in Table 2, above.
Neighborhood Impact
Public hearing notices were sent to property owners and occupants withi n 500 feet of the subject
site, as required by §19.52.020 of the City of San Bernardino Development Code (Attachment
E). This area is within the Office Industrial Park (OIP) and Residential Medium High (RMH)
zones and proposed Industrial Light (IL) zone, there are residences within a 1,000-foot radius of
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 5
the proposed project. Although there are no Development Code requirements that govern
required distances of industrial warehouse building from these potentially sensitive uses, staff
took these uses within the extended vicinity into consideration.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
The proposed project is subject to the California Environmental Quality Act (CEQA). An Initial
Study (available on the City’s web site at www.sbcity.org) was prepared by T&B Planning Inc.
and circulated for a 30-day public review period from December 9, 2014 to January 8, 2015,
pursuant to the provisions of CEQA. Additionally, a Notice of Availability and Intent to Adopt a
Mitigated Negative Declaration (MND) was advertised in the newspaper. To date, 3 comm ent
letters have been received on the MND: 1) South Coast Air Quality Management District, 2)
California Department of Fish & Wildlife, and 3) San Bernardino County – Department of
Public Works, Flood Control Division. Based on the letters, no substantive comments were
received that would warrant revisions to the MND document. Therefore, pursuant to CEQA
Guidelines §15073.5(b), if substantial revisions are not necessary, then the MND will be finalized and
forwarded to the Planning Commission and City Council for review as part of their deliberations
concerning the proposed Project.
Additionally, several mitigation measures were included for Air Quality, Biological Resources,
Cultural Resources, and Hydrology and Water Quality. The mitigation measures pertain to
construction activities. Mitigation measures are summarized in the Mitigation
Monitoring/Reporting Program (MM/RP) in Attachment E and are incorporated by reference in
the Conditions of Approval.
Please note the proposed final MND and the MM/RP documents are unfortunately not available
at the time of this staff report was prepared; however, both documents will be available and
posted on the City’s web site on January 20, 2015, for review and presented at the Planning
Commission Hearing on January 21, 2015.
FINDINGS OF FACT
GENERAL PLAN AMENDMENT AND ZONING MAP AMENDMENT
1. The proposed amendment is internally consistent with the General Plan
The proposed amendment will result in removing the existing Commercial and Residential land
use designations/zoning districts from the site, resulting in the entire site having the Industrial
Light (IL) land use designation/zoning district. The IL is intended to retain enhance, and
provide for the new development of lighter industrial uses along major vehicular, rail, and air
transportation routes serving the City. The change in land use/zoning would provide a single
land use/zoning district over the entire 19.65-acre parcel and would allow the development of
an industrial warehouse, which is consistent with the light industrial uses in the project
vicinity, located to the south and east of the project site. The project is also consistent with the
following General Plan policies:
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 6
Policy 2.5.6, which requires that new development be designed to complement and not devalue
the physical characteristics of the surrounding environment, including consideration of the
site’ s natural topography and vegetation, surrounding exemplary architectural style with tower
elements along with complimentary earth-toned color s, including shades of beige and white
with blue glazing on the windows fronting Waterman Avenue and Policy 5.7.6, which
encourages architectural detailing, which includes richly articulated surfaces and varied façade
treatment, rather than plain or blank walls.
The project site is flat and has been disturbed in the past, and therefore, contains no natural
vegetation. The site is surrounded to the east by light industrial and industrial-serving (i.e.,
wholesale) commercial businesses. The proposed project will result in the construction of a
427,000-square foot warehouse with ancillary parking and landscaping. The concrete tilt-up
building will be articulated on all sides through the use of varying parapet heights, corner
tower elements and the use of color and varying materials to break up the mass of the building
walls. The rooftop equipment will be screened, and extensive landscaping will be provided
along the project’ s Waterman Avenue frontage, consistent with these policies.
2. The proposed amendment would not be detrimental to the public interest, health,
safety, convenience, or welfare of the City.
The proposed amendment will not be detrimental to the public interest, health, safety,
convenience, or welfare of the City in that amendment from CO and RMH to IL will facilitate
the development of a warehouse facility on a parcel that is partially developed with commercial
and industrial buildings in need of rehabilitation. The project site has direct access from
Waterman Avenue, will be fully served by utility providers, will be construction in accordance
with all applicable codes and regulations, will not result in the need for the excessive provision
of services.
3. The proposed amendment maintains the appropriate balance of land uses within the City.
The proposed amendment from CO and RMH to IL would affect 19.65 acres of land that are
partially developed with commer cial and industrial buildings. The proposed amendment
maintains an appropriate balance of land uses by providing for the re-use of an existing
industrial property. The proposed amendment will not change the balance of land uses in the
City.
4. The subject parcel(s) is physically suitable (including, but not limited to, access, provision of
utilities, compatibility with adjoining land uses, and absence of physical constraints) for the
requested land use designation(s)and anticipated land use development(s).
The project site is currently consists of nine parcels that are proposed to be merged into one,
19.65-acre parcel. The parcel will be generally flat with direct access at two locations along
Waterman Avenue. Utilities are available directly from Waterman Avenue. A 427,000-square
foot warehouse is proposed on the site. As shown in the Table 3, above, the site is sufficient in
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 7
size to meet parking, loading and landscaping requirements. There are no physical constraints on
the site, such as steep slopes or watercourses.
TENTATIVE PARCEL MAP
1. The proposed subdivision is consistent with the General Plan and all applicable Specif ic
Plans.
The site is not located within a Specific Plan area and as discussed in GPA Finding 1, above, will
be consistent with the San Bernardino General Plan. The proposed subdivision is consistent with
the applicable development standards of the Gen eral Plan. The parcel created will meet the lot
size, lot coverage, and development standards as described in Table 3, above. General Plan
Policy 2.7.5 requires that development be contingent upon the ability of public infrastructure to
provide sufficient capacity to accommodate its demands, and the proposed project will provide
connections to City water and sewer services, roads, storm drains, and public utilities, in addition
to payment of applicable Development Impact Fees.
2. The design of the proposed subdivision is consistent with the General Plan and all the
applicable Specific Plans.
The site is not located within a Specific Plan area and as discussed in GPA Finding 1, above.
The design of the proposed parcel map is consistent with applicable Development Code
standards and General Plan Goal 2.2, which promotes development that integrates with and
minimizes impacts on surrounding land uses. The proposed project is compatible and similar
with industrial development to the south, and east of the project site.
3. The site is physically suitable for the proposed type of development.
As discussed in Table 3, above, the proposed map conforms to the Development Code
subdivision design standards for minimum lot area, lot standards and access. The proposed lot of
19.65 acres will have sufficient buildable area and will have access to dedicated public roads.
Connecting to the existing infrastructure in the vicinity will provide water, sewer, and utility
services adequate to serve the facility, as proposed.
4. The site is physically suitable for the proposed density of development.
The site is physically suitable for the proposed development, and provides adequate access,
parking, loading areas, storage areas, screening, and landscaping. The consolidation of land is
consistent with the Subdivision Map Act, the General Plan, the Development Code, and the
proposed parcel will be compatible with the surrounding industrial development to the east and
south of the project site.
5. The design of the subdivision is not likely to cause substantial environmental damage, or
substantially and unavoidably injure fish of wildlife or their habitat.
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 8
The design of the subdivision will not have any significant negative impacts to wildlife or their
habitat. The project site is an existing developed industrial site and surrounded by urban
development. No significant negative impacts on the environment are anticipated to result from
re-use of the existing site already developed with commercial and industrial uses.
6. The design of the subdivision is not likely to cause serious public health problems.
The design of the proposed subdivision meets all of the applicable Development Code
requirements and will not result in any serious public health problems. The proposed parcel will
have access to existing public streets. Existing utilities and public services are available to serve
the project site and ensure the maintenance of public health and safety.
7. The design of the subdivision and related improvements will not conflict with any easements,
acquired by the public at large, for access through or use of property within the proposed
subdivision.
The design of the subdivision will not conflict with any public or private easements. All
documentation relating to easements and dedications will be reviewed and approved by the City
Engineer prior to recordation of the Final Map. Existing easements will be reserved in place or
relocated, as necessary.
DEVELOPMENT PERMIT
1. The proposed development is permitted in the subject zoning district and complies with all
applicable provisions of the Development Code, including prescribed site development
standards and any/all applicable design guidelines.
The proposed development of a 427,000-square foot warehouse facility and intended land uses
will be compatible with existing development that is located in the surrounding area as discussed
in TPM 19753 Finding 3, above. The proposed project complies with the development standards
contained in the Development Code as shown in Tables 2 and 3. The Land Use Element (Table
LU-2) lists the intended uses for the IL, Industrial Light land use district, and includes a variety
of activities that are conducted indoors, such as light manufacturing, assembly, warehouse and
distribution, administrative offices, and similar uses.
2. The proposed development is consistent with the General Plan.
Table LU-2 of the General Plan describes the Industrial Light (IL) land use district as a district
intended for “(a) variety of light industrial uses, including warehousing/distribution, assembly,
light manufacturing, research and development, mini-storage, and repair facilities conducted
within enclosed structures…” Construction of the proposed structure would promote the
following General Plan goal and policy:
Policy 2.5.4: “Require that all new structures achieve a high level of architectural design and
provide careful attention to details.”
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 9
Goal 4.1: “Encourage economic activity that capitalizes on the transportation and locational
strengths of San Bernardino.”
The proposed project will expand job opportunities within the City. The proposed project has
been designed with contemporary unifying architectural design elements and will be compatible
with other industrial warehouse buildings to the south and east of the project site.
3. The proposed development would be harmonious and compatible with existing and future
developments within the land use district and general area, as well as with the land uses
presently on the subject property.
Development of the project site as proposed will bring a new, state-of-the-art facility at the
subject site. The proposed use will be similar to numerous existing distribution facilities to the
south and east of the project site. Therefore, it will be compatible with the existing uses.
Warehouse/Distribution facilities are typical uses permitted in the IL land use district, so future
land uses in the area will likely be compatible with the subject project.
4. Approval of the Development Permit for the proposed development is in compliance with the
requirements of the California Environmental Quality Act and Section 19.20.030(6) of the
Development Code.
Approval of the Development Permit is in compliance with the requirements of the California
Environmental Quality Act (CEQA) and Development Code §19.20.030(6) pertaining to
environmental resources and constraints. A Mitigated Negative Declaration (MND) was
prepared for the project and did not identify any potentially significant effects on the
environment that could not be mitigated. The D/ERC has recommended that a Mitigated
Negative Declaration and Mitigation Monitoring/Reporting Program (Attachment D) be adopted
for this project.
5. There will be no potential significant negative impacts upon environmental quality and
natural resources that could not be properly mitigated and monitored.
The proposed project is not likely to cause significant adverse impacts on environmental quality
and natural resources. An environmental review was completed according to the CEQA
Guidelines to determine the presence and extent of any environmental impacts, as discussed in
the MND. This project will be subject to the mitigation measures in the Mitigation
Monitoring/Reporting Program (Attachment D) to mitigate any potential adverse impacts. The
Development/Environmental Review Committee and the Planning Commission independently
reviewed and analyzed the Initial Study/MND and MM/RP, and exercised independent judgment
in consideration of the proposed project.
6. The subject site is physically suitable for the type and density/intensity of use being proposed.
The site has an appropriate size and location for industrial businesses. All future uses must
comply with IL development standards, like the proposed project. Improvements to
infrastructure and utilities will provide the necessary services to the site. The proposal meets the
GPA14-08, ZA 14-16, TPM 19573 & DP-P14-05
PC Hearing Date: 1-21-15
Page 10
standards for setbacks, access, parking, loading, lot coverage, landscaping, and drainage, and the
proposed density/intensity of industrial uses can be accommodated.
7. There are adequate provisions for public access, water, sanitation, and public utilities and
services to ensure that the proposed use would not be detrimental to public health and safety.
The project site takes direct access off Waterman Avenue and since it is partially developed with
commercial and industrial uses, it is currently served by water, sanitation and public utilities and
services to ensure that the proposed warehouse will not be detrimental to public health and
safety.
8. The location, size, design and operating characteristics of the proposed development would
not be detrimental to the public interest, health, safety, convenience or welfare of the City.
The proposed warehouse will be will not be detrimental to the public interest, health, safety,
convenience, or welfare of the City, in that the project site has direct access from Waterman
Avenue, will be fully served by utility providers, will be constructed in accordance with all
applicable codes and regulations, will not result in the need for the excessive provision of
services.
The proposed project would be permitted in the IL zone and must comply with the operating
standards in the Municipal Code and Development Code. The proposed project would allow the
proposed development to provide a distribution facility with updated infrastructure and improve
the appearance on Waterman Avenue.
CONCLUSION
The proposed project is consistent with the General Plan and Development Code. The
application satisfies all Findings of Fact required for approval of General Plan Amendment 14-
08, Zoning Amendment 14-16, Tentative Parcel Map 19573 (Subdivision 14-11) and
Development Permit-D 14-05.
RECOMMENDATION
Staff recommends that the Planning Commission recommend that the Mayor and Common
Council:
1) Approve the Mitigated Negative Declaration and Mitigation Monitoring/Reporting
Program prepared for the project; and
2) Approve General Amendment 14-08, Zoning Amendment 14-16, Tentative Parcel
Map 19573 (Subdivision 14-11) and Development Permit-P 14-05, based upon the
Findings and Fact contained in this staff report and subject to the Conditions of
Approval (Attachment C).
ATTACHMENT A
PLANNING DIVISION
PROJECT: GPA14-08/ZA14-16/TPM19573 &
DP-P14-05
LOCATION MAP
HEARING DATE: 1/21/2015
NORTH
Project Site
ATTACHMENT A
PLANNING DIVISION
PROJECT: GPA14-08/ZA14-16/TPM19573 &
DP-P14-05
LOCATION MAP
HEARING DATE: 11/19/2014
NORTH
Mill Street
Rialto Avenue
Project Site
SHEET:
SHEET TITLE
RGA, OFFICE OF ARCHITECTURAL DESIGN
COPYRIGHT
CHK'D BY:
DRAWN BY:
CAD FILE NAME:
OWNER PROJECT NO:
RGA PROJECT NO:
MARK DESCRIPTIONDATE
SD
DD
PC
BID
CD
CONSULTANT
PROFESSIONAL SEALS
RGA
Office of Architectural Design
15231 Alton Parkway, Suite 100
Irvine, CA 92618
T 949-341-0920
FX 949-341-0922
SITE PLAN
DR
CF
00000.00
A1-1P
WATERMAN
LOGISTICS CENTER
287 WATERMAN AVENUE
SAN BERNARDINO, CA
14041-00-A1-1P
14041.00
HILLWOOD INVESTMENT
PROPERTIES
901 VIA PIEMONTE
SUITE 175
ONTARIO, CA 91764
909-382-0033 PH
909-382-0073 FAX
07/23/2014 SCHEMATIC DESIGNS=0.005SLOPE FLOOR1028.74 FF
1028.24 PAD
1030.94 FF
1030.44 PAD
1030.32 FF
1029.82 PAD
1031.28 FF
1030.78 PAD
1028.40 FF
1027.90 PAD 1028.74FF1028.24PAD1026.90
FS/GB1026.90
FS/GB
1026.90
FS/GB
1026.90
FS/GB
1026.90
FS/GB
1026.90
FS/GB
1026.90
FS/GB
1026.90
FS/GB
1026.90
FS/GB
1026.90
FS/GB
R=1.84%R=1.50%R=0.50%
R=0.50%
1021.87 TC
1020.87 FL
1023.10 TC
1022.10 FL 1021.87TC1020.87FL1026.18
FL/TG 1026.18
FL/TG
1026.18
FL/TG
1026.18
FL/TG
1026.18
FL/TG
1026.18
FL/TGR=2.50%1028.26FS/GB1028.50
FS/GB
1024.70
FS/GB 1024.46FS/GB1.0%1.0%1028.74FF1028.24PAD1028.74FF1028.24PAD1028.74FF1028.24PAD1023.88
FS/GB1023.88
FS/GB
1024.70
FS/GB1028.74FF1028.24PAD1.5%0.5%0.5%0.5%0.5%0.5%1.5%1030.46 FF
1029.96 PAD
1030.08 FF
1029.58 PAD
1029.71 FF
1029.21 PAD
1029.17 FF
1028.67 PAD
1028.74 FF
1028.24 PAD
1030.94 FF
1030.44 PAD
1.5%
1.5%
0.5%0.5%0.5%0.5%0.5%0.5%0.5%1.5%1030.94FF1030.44PAD1030.94FF1030.44PAD1030.94FF1030.44PAD1030.94FF1030.44PAD1030.94FF1030.44PAD1030.94FF1030.44PAD1030.94FF1030.44PAD1030.94FF1030.44PAD1030.94FF1030.44PADR=8.07%1.2%0.5%0.
7
%
0.7%1.2%0.
7
%0.5%0.7%1.2%0.
7
%0.5%0.7%1.2%0.
7
%0.5%1.2%0.7%
0.
7
%0.5%0.7%1.2%2.5%2.5%1028.50FS/GB1.5%0.5%0.5%1.5%2.5%R=1.93%R=1.
6
5
%2.5%
1029.60 FF
1029.10 PAD
0.5%1025.47FS/GB1024.86TC1024.36FL2.5
%1026.28FS/GB1025.65TC1025.15FLR=0.67%1.5%0.5%R=0.50%1.1%R=2.50%2.5%2.5%2.5%2.5%2.5%2.5%2.5%1024.10
FS/GB
1024.10
FS/GB
R
=
1
.
5
1
%1023.25FS/GB1.0%0.3%0.7%1029.20TC1028.20FS1029.95 TC
1028.95 FS
1029.61 TC
1028.61 FS
1027.84 TC
1026.84 FL
1.5%1028.39TC1027.39FS1028.51TC1027.51FL1.5%0.5%1.5%2.2%2.2%1029.27FS/GB1031.42 TC
1030.92 FS
1031.42 TC
1030.92 FS
1029.77 TC
1029.27 FS1029.27FS/GB1029.27FS/GB1029.27FS/GB1.5%1031.42TC1030.92FS2.5%R=2.48%
1.5%0.5%1.4%
0.5%0.4%1.5%
0.5%1.4%1.0%
R
=
1
.
3
3
%
1027.56
FS/GB
1025.79FS/GB1028.03FS/GB1028.45
FS/GB
1028.03FS/GB1028.03FS/GB1028.45
FS/GB
1028.03FS/GB1029.44 TC
1028.44 FS
1023.48
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1030.78 PAD
DEEPEN
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1028.40 FF
1027.90 PAD
DEEPEN
PANEL= 4.30'1024.20TC1023.70FSDEEPEN
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(8) 6 7/8"
RISERS
(8) 6 7/8"
RISERS
DEEPEN
PANEL= 4.60'
DEEPEN
PANEL= 4.60'
(8) 6 7/8"
RISERS
(8) 6 7/8"
RISERS
DEEPEN
PANEL= 4.60'
DEEPEN
PANEL= 4.60'
(8) 6 7/8"
RISERS
DEEPEN
PANEL= 4.61'
(8) 6 15/16"
RISERS 1030.94FF1030.44PAD1030.94FF1030.44PADDEEPEN
PANEL= 4.04'
DEEPEN
PANEL= 4.03'
1030.69 FF
1030.19 PAD
DEEPEN
PANEL= 3.91'
(7) 6 11/16"
RISERS
(7) 6 15/16"
RISERS
DEEPEN
PANEL= 4.13'
(8) 6 3/16"
RISERS
DEEPEN
PANEL= 4.29'
(8) 6 7/16"
RISERS
1024.10
FS/GB 1.0%1023.28TC1022.78FL0.8%
1022.83 TC
1022.33 FL
PROTECT EXISTING
STREET LIGHT IN PLACE
PROTECT EXISTING
UTILITY VAULT IN PLACE
REMOVE EXIST. DRIVEWAY
REPLACE WITH C&G AND SIDEWALK
PROTECT EXISTING
UTILITY VAULT IN PLACE
REMOVE EXIST. DRIVEWAY
REPLACE WITH C&G AND SIDEWALK
REMOVE EXIST. DRIVEWAY
REPLACE WITH C&G AND SIDEWALK
PROTECT EXISTING
STREET LIGHT IN PLACE
RELOCATE EXISTING
STREET LIGHT
CONST 40'
DRWY
(1022.47 TC)
(1021.80 FL)
(1023.20 TC)
(1022.53 FL)
(1025.56 TC)
(1024.89 FL)
(1025.28 TC)
(1024.61 FL)1027.10TC1026.60FS1026.151027.09FL/LP1027.68TC1027.18FS1.5%1026.97FS/GBR=1.00%R=1.19%0.5%1024.57FL1.5%
1.5%1024.64TC1024.14FS1023.21 TC
1022.71 FL
1023.58 TC
1023.08 FS
1023.81 TC
1023.31 FS
1022.68 TC
1021.68 FL R=2.50%1022.89TC1022.39FL1023.86TC1023.36FL2.
5
%0.5%2.5
%
1026.10 TC
1025.60 FL
1027.58 TC
1026.58 FL
1.
5
%1026.90FS/GB1028.45FS/GB1026.60
FL/HP
1026.60
FL/HP1030.89TC1028.39FS1028.08
FS/GB1.5%PROP 5'
SIDEWALK
CONST 40'
DRWY
REMOVE EXIST. DRIVEWAY
REPLACE WITH C&G AND SIDEWALK
PROTECT EXIST
CATCH BASIN IN PLACE
PROTECT EXIST
WATER METER IN PLACE
PROTECT EXIST
WATER METER IN PLACE
REMOVE EXIST. DRIVEWAY
REPLACE WITH C&G AND SIDEWALK
PROTECT EXIST
ELEC PULL BOX IN PLACE
CONST. 664.71' L.F. RET. WALL-SHORING WILL BE REQUIRED ALONG ENTIRE LENGTH OF WALL SEE PROFILE ON SHEET 3
HEIGHT VARIES 4.67' TO 11.33'SHORING WILL BE REQUIREDHEIGHT VARIES 4.00' TO 11.33'WATER QUALITY BASIN 1017.36 BTM ELEV.
3:1 SLOPE MAX.
3:1 SLOPE MAX.2:1 SLOPE MAX.PROP. 3' STREET DEDICATIONCONST. 113.69' L.F. RET. WALLALONG ENTIRE LENGTH OF WALLSEE PROFILE ON SHEET 3STA. 10+40.791031.34 TW1026.67 TFSTA. 12+40.801034.67 TW1026.67 TFSTA. 15+90.751038.01 TW1026.67 TFREMOVE EXIST C&G/DRIVEWAYREMOVE EXIST C&G/DRIVEWAY55'
43'12'
3'
55'
43'12'
3'
1023
1023
1023
1022
1024
1023
1024
1022
1024
1023
1022
1023
1022
1023
1023
1022
10241024
1024 10241025102510261027
1028
1028
1027
1028
1027
1028
1027
102810281028
1027
1028
1027
102810281028
1027
1028
1029 10291029
1030103010281027
10281027102
71026
1026102510241
0
2
3
1031
1030 1030 1030 1030
1029102910292.5%2.5%993'440'130'184'40'W A T E R M A N A V E N U ERAMPRAMPBASIN
OFFICE
OFFICE
0'10'20'100'50'
SCALE: 1" = 50'-0"
SITE PLAN
NOTES:
1. THERE ARE RECORDED ROAD EASEMENTS ON THE PROPERTY.
2. NO HILLY TERRIN OR DRAINAGE PROBLEMS EXIST.
3. NO PROTECTED OR ENDANGERED TREES EXIST.
4. LOT LINE ADJUSTMENT WILL BE SUBMITTED PRIOR TO CONSTRUCTION.
5. TRUCK COURT GATES ARE TO RECEIVE A KNOX BOX WITH ALARM PER COUNTY FIRE
DEPARTMENT STANDARDS.
6. CONTOUR LINES SHOWN ON DRAWING GRADES ONSITE AS EXISTS TODAY PER
ALTA SURVEY.
E. MILL STREET
TIPPECANOE AVENUE215
215
VICINITY MAP:
SAN BERNARDINO FREEWAY
E. 3RD. STREET
10 10
HILLWOOD
PROPERTY
DEL ROSA DRIVESLENA ROADSLENA ROADSOUTH WATERMAN AVENUETWIN CREEK CHANNEL
E. RAILTO AVE.
PROJECT SUMMARY:
LAND USE PLANNING AREA:
EXISTING ALLOWABLE LAND USES:
PROPOSED ZONING :
EXISTING GENERAL PLAN:
PROPOSED GENERAL PLAN:
APPLICANT:
HILLWOOD INVESTMENT PROPERTIES
268 WEST HOSPITALIITY LANE, SUITE 105
SAN BERNARDINO, CA 92408
CONTACT: JOHN SCHAEFER
T: 909-380-7292
F: 909-382-0073
OWNER:
RGA ARCHITECTS
15231 ALTON PARKWAY, SUITE 100
IRVINE, CA 92618
CONTACT: MIKE GILL
T: 949-341-0920
F: 949-341-0922
PROJECT DATA:
ASSESSORS PARCEL NUMBERS:
SITE LEGEND:
PROPOSED LANDSCAPE AREA
PROPOSED LIGHT POLE LOCATIONS
PROPOSED WALL MOUNTED LIGHTS
EXISTING STREET LIGHT
OFFICE INDUSTRIAL PARK ("OIP") MULTI FAMILY (MFR)
COMMERCIAL, LIGHT INDUSTRIAL ("IL")
INDUSTRIAL AND RESIDENTIAL
INDUSTRIAL
VACANT LOT
VACANT LOT
VACANT LOT
VACANT LOT 2- RESIDENTIAL LOTS
EXISTING INDUSTRIAL
DEVELOPMENT
EXISTING RETAIL
DEVELOPMENT
1. NEW DOCK-HIGH CONCRETE TILT-UP 36' CLEAR BUILDING. SEE FLOOR PLANS AND ELEVATIONS.
2. PROPOSED DRIVEWAY / CURB CUT PER CITY STANDARDS. SEE CIVIL DRAWINGS FOR EXISTING
DRIVEWAYS TO BE REMOVED.
3. FULLY IRRIGATED LANDSCAPE AREA BOUNDED BY 6" CONCRETE CURB - SEE CONCEPT LANDSCAPE
PLAN. TO BE PERMANENTLY IRRIGATED WITH AUTOMATED SPRINKLER SYSTEM.
4. DASHED LINE INDICATES : NEW 5'-0" WIDE SURFACE WALK ACCESSIBLE PATH OF TRAVEL FROM
PUBLIC SIDEWALK & PARKING STALLS TO PRIMARY BUILDING ENTRANCE - CONSTRUCT NEW
CONCRETE SIDEWALK. MAX SLOPE OF SURFACE WALK IN THE DIRECTION OF TRAVEL 4.9%. MAX
CROSS SLOPE 2%.
5. TYPICAL PARKING STALL - 9' X 19'. MAY BE REDUCED TO 9' X 16'-6" W/ 2'-6" OVERHANG. STRIPING
PER CITY STANDARDS.
6. 12' X 55' TRUCK TRAILER PARKING AREA.
7. TRUCK YARD W/ DOCK HIGH AND GRADE LEVEL TRUCK DOORS.
8. PRIMARY BUILDING ENTRANCE W/ DECORATIVE CONCRETE ENTRY WALK.
9. PROPOSED LOCATION FOR TRASH COMPACTOR / AUTO BAILER .
10. PAINTED CONCRETE TILT -UP TRUCK COURT SCREENWALL, SEE PLAN FOR HEIGHT.
11. PROPERTY LINES.
12. PROPOSED TRANSFORMER LOCATION. TRANSFORMERS ARE TO BE SCREENED W/ SHRUBBERY.
SEE LANDSCAPE DRAWINGS.
13. NEW ADA ACCESSIBLE PARKING STALLS. 9' X 19'-0".
14. MAIN BUILDING ENTRY ADJACENT TO HANDICAP PARKING STALLS.
15. BLACK ROLLING WROUGHT IRON 8'-0" HIGH GATE AT TRUCK COURT ENTRIES
WITH APPROVED FIRE DEPT. KNOX BOX
16. EXISTING 5'-0" WIDE PUBLIC SIDEWALK PER CITY STANDARD PLATE. MODIFY FOR DRIVEWAY
ENTRANCES. SEE CIVIL PLAN.
17. NEW 8'-0" HT. CHAINLINK FENCE. ( PROPOSED BLACK VINYL FENCING).
18. NEW RETAINING WALL W/ 8'-0" HT. CHAIN LINK FENCE. ( PROPOSED BLACK VINYL FENCING).
19. NEW 8'-0" HT. WROUGHT IRON FENCE. NOTE PROVIDE 4' HT. FENCING AROUND PERIMETER OF
WATER QUALITY CONTROL BASIN.
20. INDICATES EXISTING PUBLIC HYDRANT.
21. PROPOSED LOCATION FOR DOMESTIC WATER METER AND 2" SUPPLY LINE INTO BUILDING.
22. PROPOSED SEWER LATERAL FROM EXISTING EASEMENT INTO NEW BUILDING.
23. BIKE RACK TO ACCOMODATE 3 BICYCLES. + 3 LONG TERM BICYCLE STALL LOCATED INSIDE
OF BUILDING.
24. PROPOSED ONSITE FIRE HYDRANT LOCATIONS.
25. PROPOSED UNDERGROUND STORAGE BMP TREATMENT.
26. PROPOSED ELECTRICAL ROOM AND ROOF ACCESS LADDER FOR EQUIPMENT MAINTENANCE.
27. PROPOSED RETENTION BASIN. SEE CIVIL DRAWINGS.
28. PROPOSED LOCATION FOR FUTURE 12" W X 6' L X 4' HT. CONCRETE TILT UP MONUMENT SIGN.
KEYNOTES:00
PROJECT DATA
2- RESIDENTIAL LOTS
90ATTEMP90
ATTE
M
P
90ATTEMP
90ATTEMP 90ATTEMP 90ATTEMP90 ATTEMP 90ATTEMP90ATTEMP
ATTEMP
ATTEMPTYPICAL LOADING SPACETYPICAL LOADING SPACE
BUILDING AREA:
426,858 SF
AA
A1-1
8' HIGH CHAINLINK FENCING
661.6'
189
'
RETAINING WALL W/ CHAIN LINK FENCING 23'
169'229.3'
8' HIGH CHAINLINK FENCING8' HIGH TUBE STEEL FENCING
8
'
H
IGH
CHA
INL
INK
F
ENC
ING
653.7'
8' HIGH CHAINLINK FENCING
165.2'
8' HIGH TUBE STEEL FENCING 113.7'8' HIGH CHAINLINK FENCING AT PROPERTY LINE CONDITION APN 0279-321-24, 0279-321-47, O279-321-48
APN 0279-321-14, 44,59 AND 63
APN 0136-311-24, 0136-311-34
1
2
110'40'19.9'35'9'8'9'9'5'9'9'TYP. 9' STALL40'24.5'9'8'9'9'5'9'9'9'9'9'TYP. 9' STD. STALL110'135'35'27'CONC. A/CA/C CONC.CONC. A/C13.7'19'26'19'18'19'26'19'9'15'12'55'TYP. 12' WIDE TRUCK
PARKING STALLS 28.7'9'TYP. 9' STD. STALLGROSS SITE AREA:
BUILDING AREA:
COVERAGE:
PARKING REQUIRED: WAREHOUSE / < 10% OFFICE INCIDENTAL USE:
0 - 3000 SF @ 1/300 SF
3000 - 5000 SF @ 1/500 SF
5000 - 10000 SF @ 1/750 SF
10000 - 50000 SF @ 1/1000 SF
376,000 @ 1/1250 SF
TOTAL REQUIRED
PARKING PROVIDED:
WAREHOUSE / OFFICE PARKING STALLS:
HANDICAP STALLS:
CARPOOL/ VAN POOL (CALGREEN 10% OF TOTAL MOTORIZED VEHICLE)
TOTAL STALLS PROVIDE AT THIS TIME:
FUTURE STALLS
TOTAL STALLS
BICYCLE PARKING:
BICYCLE STALLS (SHORT TERM) 5% OF TOTAL MOTORIZED VEHICLES
BICYCLE STALLS (LONG TERM) 5% OF TOTAL MOTORIZED VEHICLES
LOADING DOCKS
TRALER STALLS 12' X 55'
LANDSCAPE REQD: 15% AUTO PARKING AREA
AUTO PARKING AREA
LANDSCAPE AREA REQUIRED
LANDSCAPE PROVIDED
855,969 SF / 19.65 AC
426,858 SF
49.87 %
10 STALLS
4 STALLS
7 STALLS
40 STALLS
301 STALLS
362 STALLS
97 STALLS
8 STALLS
12 STALLS
117 STALLS
245 STALLS
362 STALLS
6 STALLS
6 STALLS
103 DOCKS
117 STALLS
20,577 SF
3,087 SF
31,871 SF / 14 %
W
2
3
CP/VP
CP/VP
CP/VP
CP/VP
CP/VP
CP/VP
CP/VP
CP/VP
CP/VP
CP/VP
CP/VP
CP/VP
4
5
6
7
7
8
8 TRASH COMPACTOR AUTO BAILER TRASH COMPACTOR AUTO BAILER 9
9
10
10
10
10
6
11
11
11
11
12
13
14
14
15
15
15
SECTION "A-A" THROUGH WATER QUALITY BASIN
PL.19 BEYOND 17 BEYOND 1027
3:1 MAX SLOPE
AA
9REMOVED FOR
CLARIFICATION
SCALE 1" = 20'-0"
W A T E R M A N A V E.
16
17
17
17
17
18
18 NO CHAIN LINK
FENCE REQ.
19
19
21
22
22
23
23
24
25
26
27
28
28
SHEET:
SHEET TITLE
RGA, OFFICE OF ARCHITECTURAL DESIGN
COPYRIGHT
CHK'D BY:
DRAWN BY:
CAD FILE NAME:
OWNER PROJECT NO:
RGA PROJECT NO:
MARK DESCRIPTIONDATE
SD
DD
PC
BID
CD
CONSULTANT
PROFESSIONAL SEALS
RGA
Office of Architectural Design
15231 Alton Parkway, Suite 100
Irvine, CA 92618
T 949-341-0920
FX 949-341-0922
FLOOR PLAN
DR
CF
00000.00
A2-1P
WATERMAN
LOGISTICS CENTER
14041-00-A2-1P
14041.00
HILLWOOD INVESTMENT
PROPERTIES
901 VIA PIEMONTE
SUITE 175
ONTARIO, CA 91764
909-382-0033 PH
909-382-0073 FAX
07/23/2014 SCHEMATIC DESIGN
287 WATERMAN AVENUE
SAN BERNARDINO, CA
FLOOR PLAN
SCALE: 1" = 20'-0"
0'10'20'100'50'
SCALE: 1" = 30'-0"
101'-5"891'-7"
993'-0"
8'-0"41'-0"52'-5"51'-7"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"60'-0"52'-0"52'-0"52'-0"52'-0"
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 440'-0"60'-0"60'-0"60'-0"40'-0"40'-0"60'-0"60'-0"60'-0"B
C
D
E
F
G
H
J
K 576'-0"A
993'-0"
PROPOSED INDUSTRIAL
BUILDING FOOTPRINT AREA:
426,859 SF
1
2'-6"65'-6"60'-0"60'-0"60'-0"40'-0"40'-0"60'-0"60'-0"60'-0"65'-6"2'-6"B
C
D
E
F
G
H
J
K
L
49'-0"52'-5"51'-7"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"52'-0"60'-0"
1. PROPOSED NEW CONCRETE TILT-UP 32' CLEAR DOCK HIGH WAREHOUSE BUILDING. BUILDING
TO BE FULLY SPRINKLERED FOR FUTURE HIGH PILE STORAGE.
2. PRIMARY ACCESSIBLE BUILDING ENTRANCE.
3. PAINTED 12' WIDE X 14' HIGH GRADE LEVEL VERTICAL LIFT ACCESS DOOR.
4. PAINTED 9' WIDE X 10' HIGH DOCK HIGH LEVEL VERTICAL LIFT TRUCK DOOR.
5. 3' X 7' PAINTED METAL MAN DOOR.
6. 4' x 10' WALL AIR LOUVER ASSEMBLY.
7. STOREFRONT GLAZING. SEE FINISH SCHEDULE FOR ADDITIONAL INFORMATION.
8. ELECTRICAL ROOM.
9. 42" HIGH PAINTED TILT-UP GUARDRAIL AT FORKLIFT RAMP.
10. 14'-0" HIGH PAINTED CONCRETE SCREEN WALL W/ 8'-0" HT. ROLLING WROUGHT IRON FENCE.
11. CONCRETE TILT UP STAIRS AND PAINTED CONCRETE TILT-UP 42" HT. GUARDRAIL .
12. INDICATES STRUCTURAL ROOF COLUMN.
KEYNOTES:00 RAMP UPRAMP UP3
3
4
4
5
6
7
8
9
7
10
10
11
12
13. PROPOSED LOCATION FOR ROOF TOP ACCESS LADDER.
2
2
13
CONSULTANT
RGA
Office of Architectural Design
15231 Alton Parkway, Suite 100
Irvine, CA 92618
T 949-341-0920
FX 949-341-0922
SHEET:
SHEET TITLE
RGA, OFFICE OF ARCHITECTURAL DESIGN
COPYRIGHT
CHK'D BY:
DRAWN BY:
CAD FILE NAME:
OWNER PROJECT NO:
RGA PROJECT NO:
MARK DESCRIPTIONDATE
SD
DD
PC
BID
CD
PROFESSIONAL SEALS
WATERMAN
LOGISTICS CENTER
HILLWOOD INVESTMENT
PROPERTIES
901 VIA PIEMONTE
SUITE 175
ONTARIO, CA 91764
909-382-0033 PH
909-382-0073 FAX
ELEVATIONS
DR
CF
00000.00
A3-1P
14041-00-A3-1P
14041.00
07/23/2014 SCHEMATIC DESIGN
287 WATERMAN AVENUE
SAN BERNARDINO, CA
SCALE: 1" = 20'-0"
WEST ELEVATION - WATERMAN AVENUE
SCALE: 1" = 30'-0"
NORTH ELEVATION
SCALE: 1" = 30'-0"
SOUTH ELEVATION
KEYNOTES 000
1. PRIMARY ACCESSIBLE BUILDING ENTRY
2. BLUE GLAZING IN CLEAR ANODIZED ALUMINUM STOREFRONT.
3. PAINTED 9' x 10' VERTICAL LIFT DOCK HIGH TRUCK LOADING DOOR.
4. PAINTED 12' x 14' VERTICAL LIFT GRADE LEVEL TRUCK LOADING DOOR.
5. 3' X 7' PAINTED METAL MAN DOOR.
6. PAINTED 14'-0" HT. CONCRETE SCREEN WALL WITH STONE CLAD PILASTERS PER
MERIDIAN DESIGN GUIDELINES.
7. DOWNSPOUTS ON NORTH AND SOUTH ELEVATIONS SHALL BE EXTERNAL.
8. INTERIOR ROOF DRAINS AND OVERFLOW DRAINS SHALL BE INTERNAL.
9. 42" HIGH CONCRETE RAMP WALL.
10. APPROXIMATE FINISH GRADE.
11. PANEL JOINT.
12. PAINTED CONCRETE TILT-UP WALL CONSTRUCTION.
13. 2" WIDE X 3/4" DEEP HORIZONTAL / VERTICAL REVEAL.
14. 4 x 10 PAINTED LOUVER TO MATCH THE BUILDING.
SCALE: 1" = 30'-0"
EAST ELEVATION 1. FIELD COLOR: SHERWIN WILLIAMS SW 7014 ELDER WHITE
2. FIELD COLOR: SHERWIN WILLIAMS SW 7015 REPOSE GRAY
3. ACCENT COLOR: SHERWIN WILLIAMS 7016 MINDFUL GRAY
4. BASE FIELD ACCENT COLOR: SHERWIN WILLIAMS SW 7018 DOVETAIL
6. GLAZING: MONOLITHIC 1/4" MONOLITHIC 1/4" PPG SOLARCOOL PACIFICA
REFLECTIVE #2 IN CLEAR ANODIZED ALUMINUM STOREFRONT. THE MAXIMUM
ALLOWABLE REFLECTANCE OF GLASS SHALL BE 25%.
FINISH SCHEDULE
TYPICAL EQUIPMENT SCREEN LINE OF SIGHTPROPERTY LINE LINE OF
SI
G
HT
SCALE 1" =30'-0"
NOTE: LINE OF SIGHT TAKEN FROM 6'-0" ABOVE FINISH GRADE
1
FINISH FLOOR
PROPOSED PACKAGE UNIT
EXIST'G PARAPET
EXIST'G. TILT-UP BLDG
6'CL. OF WATERMAN AVE. 47'T.O.P.
26'
DRIVE AISLE
16.5'
2.5'
OVERHANG
20'55'
TYPICAL EQUIPMENT SCREEN LINE OF SIGHTPROPERTY LINE LINE O
F
SI
G
H
T
SCALE 1" =30'-0"
NOTE: LINE OF SIGHT TAKEN FROM 6'-0" ABOVE FINISH GRADE
2
FINISH FLOOR
PROPOSED PACKAGE UNIT
EXIST'G PARAPET
EXIST'G. TILT-UP BLDG
6'CL. OF WATERMAN AVE. 49'T.O.P.
26'
DRIVE AISLE
16.5'
2.5'
OVERHANG
20'55'
1234567891011121314151617181920
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
K J H G F E D C B
K J H G FE D C A B L
45'-0"49'-0"1
A3-1
2
A3-1
47'-0"1
A3-1
2
A3-1
1
1
3
3 4
4 5
5 6
6
6 6
7
78
8
9
9
10
10
10 5
5
112
11
11
11
12
12
12
12
13 13
13
13 13
131313
SeedHydro-seeded TurfTall Fescue 'Rebel'Brisbane BoxTristania confertaNOTES:1. ALL TREES WITHIN 5' OF HARDSCAPE SHALL BE IN A SHAWTOWN OR EQUAL2. CONTRACTOR TO INSTALL CONCRETE MOW CURB BETWEEN PLANTERS AND 3. ALL PLANTER AREAS TO RECEIVE A 2" LAYER OF MEDIUM WALK ON BARKToyon Heteromeles arbutifoliaROOTBARRIER.TURF AREAS. SEE PLANTING DETAIL SHEET.(3/4" -1/2") .2 LBS/AC MUHLENBERGIA MIRCOSPERMA5 LBS/AC VULPIA MICROSTACHYS2 LBS/AC MELICA IMPERFECTA3 LBS/AC HORDEUM DEPRESSUM.5 LBS/AC MUHLENBERGIA RIGENS5 LBS/AC NASSELLA CERNUA4 LBS/AC AGROSTIS PALLENSSWALE MIX: AVAILABLE FROM SANDERS HYDROSEEDING, INC.6' O.C.1 Gal24" O.C.1 GalLantana montevidensisAcacia redolens 'Low Boy'AcaciaPurple and White LantanaACCENTSGROUNDCOVER30" O.C.1 GalRosmarinus o. 'Prostratus'California Wild Rose5 GalStrawberry TreeArbutus unedoL24" O.C.1 GalBaccharis pilularisCoyote BushTREES5 GalBaja Fairy DusterCalliandra californicaL5 GalFeathery CassiaSenna artemisioidesL24" O.C.1 GalLeymus c. 'Canyon Prince'California Rye GrassLL1 GalLavenderLavendula 'Goodwin Creek Grey'5 GalNew Zealand Tea TreeLeptospermum s. 'Ruby Glow'L5 GalRhamnus californicaL36" BoxAfrican SumacRhus lancea19LCoffeeberryRosemary5 GalRosmarinus o. 'Tuscan Blue'LAutumn Sage5 GalSalvia greggiiL5 GalCoast RosemaryWestingia fruticosaLLLLL5 GalTexas RangerLeucophyllum f. 'Green Cloud'LRCRTSGWLSIZESYMBOL SHRUBSBOTANICAL/COMMON NAMEBOTANICAL/COMMON NAMESYMBOL PLANTING LEGENDWUCOLSSIZEQTYREMARKSWUCOLSSIZESYMBOL BOTANICAL/COMMON NAMEWUCOLSSPACINGSIZESYMBOL BOTANICAL/COMMON NAMEWUCOLSCCAULSSASMLProstrate RosemaryRosa californica2 Gal30" O.C.LFL43L615 GalLSambucus mexicanaMexican Elderberry5 GalH5 GalPurple Fountain GrassPennisetum s. 'Cupreum'5 GalKangaroo PawAnigozanthos flavidusLLLDasylerion wheeleriDesert Spoon15 GalLHesperaloe parvifloraRed Yucca15 GalLAgave villmorinianaAgave15 GalAVAFHPPCDWTHE ROOTBALL OF ANY PLANT SHALL NOT BE PLANTED ANCLOSER THAN 2' FROM ANY HARDSCAPE, BUILDING OR WALL.MMuhlenbergia rigensDeergrass5 GalMRHydro-SeedCarex praegracilisCluster Field SedgeLSeed24" BoxBlue Palo VerdeCercidium 'Desert Museum'L848" BoxChilean MesquiteProsopis chilensisL448" BoxChitalpaChitalpa tashkentensisL2024" BoxSan Bernardino, California14-02708.12.14Hillwood Investments PropertiesWaterman Logistics Center010'20'40'711 FEE ANA STREET714.986.2400 FAX 714.986.2408PLACENTIA, CA 92870N
ATTACHMENT C
CONDITIONS OF APPROVAL
Tentative Parcel Map 19573 (Subdivision 14-11) and
Development Permit-P 14-05
1. This approval authorizes to merge nine parcels into one parcel and construct a 427,000-
square foot warehouse building. The project site is located at on the east side of
Waterman Avenue, 1000 feet north of Mill Street. All development shall be in
substantial conformance to submitted plans date stamped August 18, 2014.
2. Within two years of Development Permit approval, commencement of construction shall
have occurred or the permit approval shall become null and void. In addition, if after
commencement of construction, work is discontinued for a period of one year, then the
permit approval shall become null and void. However, approval of the Development
Permit does not authorize commencement of construction. All necessary permits must be
obtained prior to commencement of specified construction activities included in the
Conditions of Approval.
Expiration Date: January 21, 2017
3. Within two years of the original approval date, the filing of the final map with the
Council shall have occurred or the approval shall become null and void. Expiration of a
tentative map shall terminate all proceedings and no final map shall be filed without first
processing a new tentative map. The City Engineer must accept the final map or tentative
map documents as adequate for approval by Council prior to forwarding them to the City
Clerk. The date the final map shall be deemed filed with the Council is the date on which
the City Clerk receives the map.
Expiration Date: January 21, 2017
4. The review authority may, upon an application being filed 30 days prior to the expiration
date and for good cause, grant a time extension, not to exceed 12 months. The review
authority shall ensure that the project complies with all Development Code regulations.
5. In the event this approval is legally challenged, the City will promptly notify the
applicant of any claim, action or proceeding and will cooperate fully in the defense of this
matter. Once notified, the applicant agrees to defend, indemnify and hold harmless the
City of San Bernardino (City), any departments, agencies, divisions, boards or
commission of the City as well as predecessors, successors, assigns, agents, directors,
elected officials, officers, employees, representatives and attorneys of the City from any
claim, action or proceeding against any of the foregoing persons or entities. The applicant
further agrees to reimburse the City for any costs and attorneys’ fees which the City may
be required by a court to pay as a result of such action, but such participation shall not
relieve applicant of his or her obligation under this condition.
Conditions of Approval
TPM 19573 and DP-P 14-05
PC Hearing Date: January 21, 2014
Page 2
The costs, salaries, and expenses of the City Attorney and employees of his office shall
be considered as “Attorney’s fees” for the purpose of this condition. As part of the
consideration for issuing this Development Permit, this condition shall remain in effect if
the Development Permit is rescinded or revoked, whether or not at the request of
applicant.
6. Prior to occupancy, the project shall remove the existing abandon railroad bridge at the
rear of the property.
7. The project landscape plans shall be prepared in accordance with Development Code
Section 19.28.120, Water Efficient Landscaping Standards.
8. Prior to occupancy of any building, a bond shall be posted to guarantee maintenance and
survival of project landscaping for a period of one year pursuant to Section 19.30.230.
9. The applicant shall construct a concrete 14-foot tall tilt-up screen walls, complete with 8-
foot tall black rolling wrought iron access gates for the north and south sides of the
building, fronting Waterman Avenue, to screen the loading bays and truck parking areas
from public view.
10. The applicant shall construct an eight (8)-foot tall tube steel fencing approximately 169
feet in length for the northwest corner of the site adjacent the automobile parking area.
11. The applicant shall construct an eight (8)-foot tall tube steel fencing approximately 165
feet in length for the southwest corner of the site adjacent the basin area.
12. The applicant shall construct a four (4)-foot wrought iron fencing around the perimeter of
the detention basin.
13. The applicant shall construct an eight (8)-foot tall solid masonry wall approximately 661
feet in length for the portion of the project’s northeastern boundary that abuts residential
land uses to screen industrial activities.
14. The applicant shall remove the existing bridge located at the southeast corner of the site.
15. The property owner(s), facility operator and property management shall be responsible
for regular maintenance of the site. Vandalism, graffiti, trash and other debris shall be
removed within 24 hours.
16. Signs are not approved as a part of this permit. Prior to establishing signs, the applicant
shall submit an application for approval by the Planning Division.
17. All exterior lighting shall be energy efficient with the option to lower or reduce usage
when the facility is closed.
Conditions of Approval
TPM 19573 and DP-P 14-05
PC Hearing Date: January 21, 2014
Page 3
18. Development of the project shall be subject to the attached mitigation measures in the
Mitigation Monitoring/Reporting Program (MM/RP), incorporated by reference in these
Conditions of Approval.
19. No final Certificate of Occupancy shall be issued until all conditions of approval and
mitigation measures have been completed.
20. This permit or approval is subject to the attached conditions or standard requirements of
the following City Departments or Divisions:
a. Building and Safety Division
b. Land Development Division
ATTACHMENT C
Land Development Division- Standard Requirements
Location: East side of Waterman Avenue, approx. 1000 feet north of Mill Street
Case Number: GPA 14-08, ZMA 14-16, PM 19573 (SUB 14-11) and
DP-P 14-05
1. Drainage and Flood Control
a) All necessary drainage and flood control measures shall be subject to
requirements of the Land Development Division, which will be based in part on
the recommendations from the San Bernardino County Department of Flood
Control and the California Department of Fish and Wild Life. The developer's
Engineer shall furnish all necessary data relating to drainage and flood control.
b) The applicant must obtain pertinent permit(s), and Agreement(s) from the San
Bernardino County Department of Flood Control District, California Department
of Fish and Wildlife and any other required agencies if any work is to be done
within the Flood Control District's Twin Creek Channel area.
c) Prior to issuance of a grading permit a Hydrology Study must be submitted and
approved by the Land Development Division. All drainage improvements,
structures or storm drains needed to mitigate downstream impacts or protect the
development shall be designed and constructed at the developer's expense.
d) The proposed detention basin shall be designed in accordance with the “Detention
Basin Design Criteria for San Bernardino County”. The proposed underground
infiltration chambers shall not be constructed within the Flood Zone A area.
e) A majority of the projects site is largely located within Flood Zone X with the
exception of a small designated area at the most south easterly tip of the property
that is located in Zone A (floodway) on the Federal Insurance Rate Maps with
Map number 06071C8682H dated August 28, 2008.
f) All drainage from the project development shall be directed to an approved public
drainage facility. If not feasible, proper drainage facilities and easements shall be
provided to the satisfaction of the City Engineer.
g) All approved site drainage from the project site that is to be outletted onto the
public street, shall be conveyed through a parkway culvert constructed in
accordance with City Standard No. 400. Conveyance of site drainage through the
Driveway approaches will not be permitted.
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h) The Final Full-Categorical Water Quality Management Plan (WQMP) shall be
approved by Land Development prior to issuance of the Building Permit. The
overall project scope for the site will disturb more than an acre of land; therefore,
a Storm Water Pollution Prevention Plan (SWPPP) will be required to be
submitted and accepted by the Land Development Division prior to issuance of
Grading Permits. The applicant shall also file a "Notice of Intent (NOI)" with the
State Water Resources Control Board, and submit a SWPPP which will be
approved by the State. The issued WDID number shall be placed on the grading
plan prior to Grading permits.
i) The applicant shall submit to the Land Development Division an Erosion Control
Plan prior to grading plan approval. The Erosion Control plan shall be designed
to control erosion due to water and wind, including blowing dust, during all
phases of construction, including graded areas which are not proposed to be
immediately built upon.
2. Grading and Landscaping
a) The applicant shall submit to the Land Development Division a grading and on-
site improvement plan for review and approval prior to building permit issuance.
The plans shall be signed by a Registered Civil Engineer and shall be prepared in
strict accordance with the City's "Grading Policies and Procedures" and shall
conform to all requirements of Section 15.04-167 of the Municipal Code (See
"Grading Policies and Procedures").
b) The grading plan indicates 108,469 cubic yards (C.Y.) of cut/fill therefore a
grading bond will be required prior to issuance of a Grading Permit. A grading
bond shall be submitted to the Land Development Division for review and
approval.
c) If more than 50 cubic yards of earth is to be hauled on City Streets then a special
hauling permit shall be obtained from the City Engineer. Additional conditions,
such as truck route approval, traffic controls, bonding, covering of loads, street
cleaning, etc. may be required by the City Engineer.
d) A Demolition Permit is required for the demolition of the existing structures on
the project site. A record of the square-footage for each of the structures shall be
recorded for credit towards the Impact Fees.
e) Prior to issuance of a Grading Permit, a liquefaction evaluation is required to be
submitted to Land development for review and approval. Any grading
requirements recommended by the approved liquefaction evaluation shall be
incorporated in the grading plan.
f) All fencing shall be shown and detailed on the on-site improvement plan.
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g) The project on-site improvement plan shall include details of the on-site lighting,
including the light location, type of poles and fixtures, foundation design, and
conduit location, material and size including a Photometric plot shall be provided
which show that the proposed on-site lighting design will provide:
1 foot-candle of illumination uniformly distributed over the surface of the
parking lot during hours of operation, and
0.25 foot-candles security lighting during all other hours.
h) Where an accessible path of travel crosses a drive aisle, it shall be delineated by
textured/colored concrete pavement, unless otherwise approved by the
Development Review Committee.
i) The applicant shall submit five copies of Landscape Plans to the Land
Development Division for review and approval prior to building occupancy.
3. Utilities
a) The project Engineer shall design and construct all public utilities to serve the site
in accordance with City Code, City Standards and requirements of the serving
utility, including gas, electric, telephone, water, and sewer.
b) The development is located in the sewer service area maintained by the City of
San Bernardino therefore, any necessary sewer main extension shall be designed
and constructed in accordance with the City's "Sewer Policy and Procedures" and
City Standard Drawings.
c) Utility services shall be placed underground and easements provided as required.
d) A street cut permit, issued by the City Engineer, will be required for utility cuts
into existing streets. The required method shall include a slurry coat along the
frontage of the project site to centerline. If trenching crosses to both sides of the
street, then both lanes shall have a slurry coat and shall be striped along the
frontage of the project site.
e) All existing utilities which interfere with the construction shall be relocated at the
Developer's expense per Development Code Section 19.20.030.
4. Mapping
a) The applicant„s engineer shall submit a Parcel Map with supporting documents
for review and approval to Land Development prior to building occupancy.
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5. Street Improvement and Dedications
a) For the streets listed below, dedication of adequate street right-of-way (R.W.) to
provide the distance from street centerline to property line and placement of the
curb line (C.L.) in relation to the street centerline shall be as follows:
Street Name Right of Way(ft.) Curb Line(ft)
Waterman Avenue 55 feet 43 feet
b) If the existing sidewalk and/or curb & gutter adjacent to the site on Waterman
Avenue are in poor condition, the sidewalk and/or curb & gutter shall be removed
and reconstructed to City Standards. Curb & Gutter shall conform to Standard No.
200, Type “B” and sidewalk shall conform to Standard No. 202, Case "A".
c) The applicant shall construct accessible curb ramps in accordance with Standard
Plans for Public Works Construction to comply with current ADA accessibility
requirements. The applicant shall also construct ramps at the corners of the radius
driveway to accommodate ADA accessibility to the project site.
d) Two radius type Driveway Approaches are proposed in lieu of the standard drive
approach, therefore the throat of the driveway shall be paved in colored textured
concrete. Remove existing driveway approaches that are not part of the approved
plan and replace with full height curb & gutter and sidewalk.
e) The pavement on existing streets adjoining the site shall be rehabilitated to
centerline using a strategy approved by the City Engineer.
6. Required Engineering Plans
a) A complete submittal for plan checking shall consist of:
street improvement plans,
sewer plans (Private sewers may be shown on on-site improvement plan;
public sewers must be on a separate plan with profile),
signing and striping plan (may be on sheets included in street improvement
plan),
lighting (on-site lighting may be included in on-site improvement plan or may
be on a separate stand-alone plan),
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grading (may be incorporated with on-site improvement plan),
on-site landscaping and irrigation, and
other plans as required. Piecemeal submittal of various types of plans for the
same project will not be allowed.
All required supporting calculations, studies and reports must be included in
the initial submittal (including but not limited to drainage studies, soils
reports, structural calculations)
b) Copies of the City‟s design policies and procedures and standard drawings are
available at the Public Works Counter for the cost of reproduction. They are also
available at no charge at the Public Works Web Site at http://www.sbcity.org
7. Traffic Requirements
a) The City of San Bernardino ultimate plans is to have a landscape median dividing
the north bound and south bound traffic between Mill Street and 5th Street. Only
breaks in medians with Traffic Signals shall have left turn access onto Waterman
Avenue.
8. Required Engineering Permits
a) Grading permit and On-site improvements construction permit (except buildings -
see Development Services-Building Division), including landscaping.
b) Off-site improvement construction permit.
9. Applicable Engineering Fees
a) All plan check; permit, inspection, and impact fees are outlined on the Public
Works Fee Schedule. A deposit in the amount of 100% of the estimated
checking fee for each set of plans will be required at time of application for plan
check. The amount of the fee is subject to adjustment if the construction cost
estimate varies more than 10% from the estimate submitted with the application
for plan checking.
b) The current fee schedule is available at the Public Works Counter and at
http://www.sbcity.org
Mitigated Negative Declaration
Waterman Logistics Center
San Bernardino, California
Lead Agency City of San Bernardino 300 North “D” Street San Bernardino, CA 92418
Date: January 19, 2015
Mitigated Negative Declaration
Waterman Logistics Center
San Bernardino, California
Lead Agency City of San Bernardino 300 North “D” Street San Bernardino, CA 92418
Applicant Hillwood Investment Properties 901 Via Piemonte, Suite 175 Ontario, CA 91764
CEQA Consultant T&B Planning, Inc. 17542 East 17th Street, Suite 100 Tustin, CA 92780
Lead Agency Discretionary Permits General Plan Amendment (GPA 14-08), Zoning Map Amendment (ZMA 14-16), Tentative Parcel Map No. 19573 (SUB 14-11), Development Permit (DP-D14-05)
Date: January 19, 2015
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
TABLE OF CONTENTS
Section Name and Number Page
F. Final Mitigated Negative Declaration ........................................................................................ F-1
F.1 Introduction ................................................................................................................................. F-1
F.2 Corrections and Additions to the Mitigated Negative Declaration ............................................. F-1
F.3 No Recirculation of the Mitigated Negative Declaration Required ............................................ F-6
1.0 Introduction .................................................................................................................................. 1-1
1.1 Document Purpose ..................................................................................................................... 1-1
1.2 History of the Proposed Project Site .......................................................................................... 1-1
1.3 Project Summary ........................................................................................................................ 1-1
1.4 California Environmental Quality Act (CEQA) ........................................................................ 1-2
2.0 Environmental Setting ................................................................................................................. 2-1
2.1 Project Setting ............................................................................................................................ 2-1
2.2 Existing Site and Area Characteristics ....................................................................................... 2-1
2.3 Planning Context ...................................................................................................................... 2-11
3.0 Project Description ...................................................................................................................... 3-1
3.1 Proposed Discretionary Approvals ............................................................................................ 3-1
3.2 Project Construction and Operational Characteristics ............................................................. 3-12
3.3 Standard Requirements and Conditions of Approval ............................................................... 3-16
3.4 Summary of Requested actions ................................................................................................ 3-16
4.0 Environmental Assessment/Initial Study Checklist
5.0 Mitigation Monitoring and Reporting Program
T&B Planning, Inc. Page i
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
LIST OF FIGURES
Figure Name and Number Page
Figure 2-1 Regional Map ..................................................................................................................... 2-2
Figure 2-2 Vicinity Map ...................................................................................................................... 2-3
Figure 2-3 Surrounding Land Uses and Development ........................................................................ 2-4
Figure 2-4 Aerial Photograph .............................................................................................................. 2-5
Figure 2-5 USGS Topographic Map .................................................................................................... 2-7
Figure 2-6 Existing Vegetation Map ................................................................................................. 2-10
Figure 2-7 SCAG Regional Goods Movement System ..................................................................... 2-14
Figure 2-8 Existing General Plan Designations ................................................................................. 2-15
Figure 2-9 Existing Zoning Designations .......................................................................................... 2-16
Figure 3-1 General Plan Amendment (GPA 14-08) ............................................................................ 3-2
Figure 3-2 Development Code Amendment (DCA 14-16) .................................................................. 3-3
Figure 3-3 Tentative Parcel Map No. 19573 ....................................................................................... 3-5
Figure 3-4 Conceptual Utility Plan ...................................................................................................... 3-6
Figure 3-5 Conceptual Grading Plan ................................................................................................... 3-8
Figure 3-6 Development Permit/Site Plan (DP-D14-05) ................................................................... 3-10
Figure 3-7 Conceptual Elevations ...................................................................................................... 3-11
Figure 3-8 Conceptual Landscape Plan ............................................................................................. 3-13
LIST OF TABLES
Table Name and Number Page
Table F-1 Errata Table of Corrections and Additions ........................................................................... F-1
Table 3-1 Construction Equipment Assumptions ................................................................................. 3-15
Table 3-2 Matrix of Project Approvals/Permits ................................................................................... 3-17
T&B Planning, Inc. Page ii
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
LIST OF TECHNICAL APPENDICES
Appendix Document Title
A Air Quality Impact Analysis B Mobile Source Health Risk Assessment C Biological Technical Report D Cultural Resources Assessment E Geotechnical Report F Greenhouse Gas Emissions Report G Hydrology Report H Water Quality Management Plan I Phase I Environmental Site Assessment J Noise Report K Traffic Impact Analysis L Written Correspondence M Burrowing Owl Burrow Survey
T&B Planning, Inc. Page iii
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
ACRONYMS AND ABBREVIATIONS
AB Assembly Bill ACM asbestos containing materials ADT average daily traffic AMSL above mean sea level AQMP Air Quality Management Plan BAAQMD Bay Area Air Quality Management District BMPs Best Management Practices CAAQS California Ambient Air Quality Standards Caltrans California Department of Transportation CARB California Air Resources Board CBC California Building Code CCR California Code of Regulations CDC California Department of Conservation CDFW California Department of Fish and Wildlife CEQA California Environmental Quality Act CFR Code of Federal Regulations cfs cubic feet per second CIWMP Countywide Integrated Waste Management Plan CNEL Community Noise Equivalent Level CWA Clean Water Act c.y. cubic yards dBA Leq equivalent-level decibels DCA Development Code Amendment DP Development Permit DPM Diesel Particulate Matter DTSC Department of Toxic Substances Control E+A+P Existing plus Ambient Growth plus Project Conditions E+A+P+C Existing plus Ambient Growth plus Project Conditions plus Cumulative Conditions E+P Existing plus Project Conditions EIR Environmental Impact Report EPA Environmental Protection Agency FAR Floor area ratio FEMA Federal Emergency Management Agency FICON Federal Interagency Committee on Noise FIRM Flood Insurance Rate Map FTA Federal Transit Administration T&B Planning, Inc. Page iv
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION GHG Greenhouse Gas GPA General Plan Amendment gpd gallons per day HMBEP Hazardous Materials Business Emergency Plan HPLV High Pressure Low Volume I-10 Interstate 10 I-215 Interstate 215 IE Industrial Extractive IL Industrial Light IRWMP Integrated Regional Water Management Plan ITE Industrial Extractive JPA Joint Powers Authority kWh kilowatt-hours kBTU/yr thousand British thermal units per year LBP lead based paint MBTA Migratory Bird Treaty Act MEIR maximally exposed individual receptor MEISC maximally exposed individual school child MEIW maximally exposed individual worker MMRP Mitigation Monitoring and Reporting Program MND Mitigated Negative Declaration MPO Metropolitan Planning Organization MS4 Municipal Separate Storm Sewer System MTCO2e metric tons of carbon dioxide equivalent NAAQS National Ambient Air Quality Standards NAHC Native American Heritage Commission ND Negative Declaration NESHAP National Emissions Standards for Hazardous Air Pollutants NOD Notice of Determination NOI Notice of Intent NOX Nitrogen Oxides NPDES National Pollutant Discharge Elimination System O3 Ozone OIP Office Industrial Park PCE passenger car equivalent PM10 Particulate Matter less than 10 micrometers in diameter
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION PM2.5 Particulate matter less than 2.5 micrometers in diameter ppm parts per million RMH Residential Medium High RTP/SCS Regional Transportation Plan / Sustainable Communities Strategy RWQCB Regional Water Quality Control Board § section SB Senate Bill SBMWD San Bernardino Municipal Water Department SCAB South Coast Air Basin SCAG Southern California Association of Governments SCAQMD South Coast Air Quality Management District s.f. square feet SR State Route SWPPP Storm Water Pollution Prevention Plan TPM Tentative Parcel Map VdB vibration decibels VOCs Volatile Organic Compounds WQMP Water Quality Management Plan
T&B Planning, Inc. Page vi
F. FINAL MITIGATED NEGATIVE DECLARATION
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
T&B Planning, Inc. Page F‐1
F. FINAL MITIGATED NEGATIVE DECLARATION
F.1 INTRODUCTION
This Final Mitigated Negative Declaration (MND) has been prepared in accordance with the California
Environmental Quality Act (CEQA) as amended (Public Resources Code Section 2100 et seq.) and the
CEQA Guidelines (Title 14, California Code of Regulations, Section 1500 et seq.). It acknowledges
comments received by the Lead Agency (City of San Bernardino) on the Draft MND that was circulated
for public review. The content contained herein represents the Lead Agency’s independent judgment.
F.2 CORRECTIONS AND ADDITIONS TO THE MITIGATED NEGATIVE DECLARATION
Substantive changes made to the text, tables, and/or exhibits of the MND in response to written comments
received by the City of San Bernardino on the Draft MND are itemized in Table F-1, Errata Table of
Corrections and Additions. Additions to the MND shown in Table F-1 as underlined text and deletions
from the MND are shown as stricken text. (Note: Additions and deletions are shown as underlined or
stricken text, respectively, in Table F-1 only; the body of the MND has been revised accordingly.) No
corrections or additions made to the Draft MND are considered substantial new information requiring
recirculation or additional environmental review pursuant to CEQA Guidelines Section (§) 15073.5
Table F‐1 Errata Table of Corrections and Additions
Section Page(s) Corrections and Additions
4.0, Initial Study
(Air Quality)
5.0, MMRP
19
5-2
Although the mitigation measures included in the Draft MND
were sufficient to reduce the Project’s construction emissions of
NOX to less-than-significant levels, sub-items “d),” “e),” and “f”
were added to Mitigation Measure MM AQ-2 at the request of
the South Coast Air Quality Management District (SCAQMD)
to further reduce near-term NOX emissions:
d) Temporary signs shall be placed on the construction site
at equipment staging areas indicating that heavy duty trucks and
diesel powered construction equipment are prohibited from
idling for more than five (5) minutes. The signs shall be
installed before construction activities commence and remain in
place during the duration of construction activities at all
equipment staging areas.
e) The construction contractor shall provide temporary
traffic controls in conformance with the applicable requirements
of the California Manual on Uniform Traffic Control Devices,
such as a flag person, during all phases of construction to
facilitate traffic flow along Waterman Avenue.
f) The construction contractor shall assure that all delivery
trucks utilize the most direct route between the Project site and
Interstate 10 via Waterman Avenue and/or Interstate 215 via
Mill Street to Waterman Avenue.
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Section Page(s) Corrections and Additions
4.0, Initial Study
(Air Quality)
5.0, MMRP
19-20
5-3 – 5-4
Although the Project’s construction emissions of particulate
matter (PM10 and PM2.5) would be less than significant,
Mitigation Measures MM AQ-4 and MM AQ-5 were added at
the request of SCAQMD to further reduce construction
particulate matter emissions:
MM AQ-3 The Project shall comply with the provisions of
South Coast Air Quality Management District Rule 403,
“Fugitive Dust.” Rule 403 requires implementation of best
available dust control measures during construction activities
that generate fugitive dust, such as earth moving, grading, and
equipment travel on unpaved roads. Prior to grading permit
issuance, the City of San Bernardino shall verify that the
following notes are specified on the grading plan. Project
construction contractors shall be required to ensure compliance
with the notes and permit periodic inspection of the construction
site by City of San Bernardino staff or its designee to confirm
compliance. These notes shall also be specified in bid
documents issued to prospective construction contractors.
a) All clearing, grading, earth-moving, and excavation
activities shall cease when winds exceed 25 miles per hour.
b) During grading and ground-disturbing construction
activities, the construction contractor shall ensure that all
unpaved roads, active soil stockpiles, and areas undergoing
active ground disturbance within the Project site are watered at
least three (3) times daily during dry weather. Watering, with
complete coverage of disturbed areas by water truck, sprinkler
system, or other comparable means, shall occur in the mid-
morning, afternoon, and after work is done for the day.
c) Temporary signs shall be installed on the construction
site along all unpaved roads indicating a maximum speed limit
of 15 miles per hour (MPH). The signs shall be installed before
construction activities commence and remain in place for the
duration of construction activities that include vehicle activities
on unpaved roads.
d) The cargo area of all vehicles hauling soil, sand, or
other loose earth materials shall be covered.
MM AQ-4 The Project shall comply with the provisions of
South Coast Air Quality Management District Rule 1186 “PM10
Emissions from Paved and Unpaved Roads and Livestock
Operations” and Rule 1186.1, “Less-Polluting Street Sweepers”
by complying with the following requirements. To ensure and
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WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Section Page(s) Corrections and Additions
enforce compliance with these requirements and reduce the
release of criteria pollutant emissions into the atmosphere during
construction, prior to grading and building permit issuance, the
City of San Bernardino shall verify that the following notes are
included on the grading and building plans. Project construction
contractors shall be required to ensure compliance with the notes
and permit periodic inspection of the construction site by City of
San Bernardino staff or its designee to confirm compliance. The
notes also shall be specified in bid documents issued to
prospective construction contractors.
a) If visible dirt or accumulated dust is carried onto paved
roads during construction, the contractor shall remove such dirt
and dust at the end of each work day by street cleaning.
b) Street sweepers shall be certified by the South Coast Air
Quality Management District as meeting the Rule 1186 sweeper
certification procedures and requirements for PM10-efficient
sweepers. All street sweepers having a gross vehicle weight of
14,000 pounds or more shall be powered with alternative (non-
diesel) fuel or otherwise comply with South Coast Air Quality
Management District Rule 1186.1.
4.0, Initial Study
(Air Quality)
5.0, MMRP
21-22
5-5
Although the Project’s long-term operational emissions of NOX
would be less than significant, Mitigation Measures MM AQ-5,
MM AQ-6, and MM AQ-7 were added at the request of
SCAQMD to further reduce long-term NOX emissions:
MM AQ-5 Legible, durable, weather-proof signs shall be
placed at truck access gates, loading areas, and truck parking
areas that identify applicable California Air Resources Board
(CARB) anti-idling regulations. At a minimum each sign shall
include: 1) instructions for truck drivers to shut off engines when
not in use; 2) instructions for drivers of diesel trucks to restrict
idling to no more than five (5) minutes; and 3) telephone
numbers of the building facilities manager and the CARB to
report violations. Prior to occupancy permit issuance, the City of
San Bernardino shall conduct a site inspection to ensure that the
signs are in place.
MM AQ-6 Prior to the issuance of building permits, the
City of San Bernardino shall verify that the parking lot striping
and security gating plan allows for adequate truck stacking at
gates to prevent queuing of trucks outside the property.
MM AQ-7 Prior to the issuance of occupancy permits, the
City of San Bernardino shall verify that a sign has been installed
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Section Page(s) Corrections and Additions
at each exit driveway, providing directional information to the
City’s truck route. Text on the sign shall read “To Truck Route”
with a directional arrow.
4.0, Initial Study
(Biological Resources)
27 The analysis under Issue IV.(a) was clarified in response to a
comment received from the California Department of Fish and
Wildlife (CDFW) to provide additional specificity regarding the
potential of the burrowing owl to inhabit the Project site. The
conclusion of Issue IV.(a) does not change as a result of the
clarifying information:
No special-status species plant or animal species were observed
on the Project site during a field survey conducted by RBF on
July 24, 2014. Because of historic (dating to approximately
1901) and on-going development and disturbance on the Project
site, the Project site does not contain suitable habitat for
sensitive biological resources and has a low potential to support
any sensitive plant or animal species known to occur within the
general area, including the burrowing owl (RBF, 2014, pp. 16-
19; RBF, 2015, n.p.). Refer to Threshold IVd. (below) for
further discussion of potential impacts to the burrowing owl.
Accordingly, the Project would not have a substantial adverse
effect on any species identified as a candidate, sensitive, or
special status species. Impacts would be less-than-significant
and no mitigation is required.
4.0, Initial Study
(Biological Resources)
29 The analysis under Issue IV.(d) was expanded to reflect a
burrowing owl burrow survey report prepared by RBF
Consulting (which has been added to the MND as Technical
Appendix M). The burrowing owl burrow report was prepared in
response to a comment from CDFW. The conclusion of Issue
IV.(d) does not change as a result of the clarifying information:
The proposed Project would, however, result in the removal of
vegetation (i.e., trees and shrubs) on a portion of the Project site
with the potential to support nesting migratory birds that,
including the burrowing owl. Impacts to such species are
prohibitedprotected by the Migratory Bird Treaty Act (MBTA)
and California Fish and Game Code. The Project’s potential to
impact nesting migratory birds is a significant direct impact for
which mitigation is required.
RBF did not observe the burrowing owl on the Project site
during a site survey on July 24, 2014 (RBF, 2014, p. 14). RBF
also did not observe any burrowing owl burrows or signs of
burrowing owl use of the property (i.e., direct observation, aural
detection, pellets, white wash, feathers, or prey remains) during
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Section Page(s) Corrections and Additions
a site survey conducted on January 8, 2015. Because of on-
going human activities on the Project site (including operation of
commercial and industrial businesses, a residence, and routine
disking of undeveloped areas), the burrowing owl is presumed
absent from the Project site (RBF, 2015, n.p). Regardless, out of
an abundance of caution, this MND recommends mitigation to
preclude potential impacts to the burrowing owl and ensure
compliance with the MBTA and California Fish and Game
Code.
4.0, Initial Study
(Biological Resources)
5.0, MMRP
29
5-3
Sub-item “b)” under Mitigation Measure MM BI-2 was revised
to incorporate the recommendations of the CDFW. The revision
achieves the same objective and end result as the original
wording:
b) In the event that the pre-construction survey indicates
the Project’s proposed impact footprint is occupied by
burrowing owl, then prior to the issuance of a grading permit
and prior to the commencement of ground-disturbing activities
on the property, a qualified biologist shall develop a mitigation
strategy in accordance with the California Department of Fish
and Wildlife Staff Report on Burrowing Owl Mitigation (dated
March 7, 2012), which may include passively or actively
relocationrelocate of any burrowing owls. Passive relocation,
including the required use of one-way doors to exclude owls
from the site and the collapsing of burrows, will occur if the
biologist determines that the proximity and availability of
alternate habitat is suitable for successful passive relocation.
Passive relocation shall follow CDFW relocation protocol and
shall only occur between September 15 and February 1. If
proximate alternate habitat is not present as determined by the
biologist, active relocation shall follow CDFW relocation
protocol. The biologist shall confirm in writing that the species
has fledged the site or been relocated prior to the issuance of a
grading permit.
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Section Page(s) Corrections and Additions
4.0, Initial Study
(Biological Resources)
5.0, MMRP
29
5-3
Mitigation Measure MM BI-3 was revised to incorporate the
recommendation of CDFW. The revision achieves the same
objective and end result as the original wording:
MM BI-3 Prior to the issuance of grading permits, a
nesting migratory bird survey shall be As a condition of
approval for all grading permits, vegetation clearing and ground
disturbance shall be prohibited during the migratory bird nesting
season (February 1 through September 15), unless a migratory
bird nesting survey is completed in accordance with the
following requirements:
(Note: The wording for sub-items “a)” and “b)” did not
change.)
F.3 NO RECIRCULATION OF THE MITIGATED NEGATIVE DECLARATION REQUIRED
CEQA Guidelines §15073.5 describes the conditions under which a Draft MND that was circulated for
public review is required to be recirculated for additional public review and comment. CEQA Guidelines
§15073.5 states that new information added to a Draft MND is not considered a “substantial revision”
requiring recirculation unless a new, avoidable significant effect is identified and mitigation measures or
project revisions must be added to reduce the effect to insignificance, or the lead agency determines that
proposed mitigation measures or project revisions will not reduce potential effects to less than
significance and new measures or revisions must be required. Examples of “minor” revisions that do not
require recirculation include:
a. Replacement of mitigation measures with equal or more effective measures pursuant to
CEQA Guidelines §15074.1;
b. Revisions in response to written or verbal comments on the projects effects which are not
new avoidable significant effects;
c. Measures or conditions of project approval that are added after public review which are not
required by CEQA, which do not create new significant environmental effects, and are not
necessary to mitigate an avoidable significant effect; and
d. New information that merely clarifies, amplifies, or makes insignificant modifications to the
Negative Declaration.
CEQA Guidelines §15074.1 states that the substitution of mitigation measures following the close of the
public review process does not require the recirculation of a Draft MND if: 1) the City determines the
replacement mitigation measures are equivalent or more effective; 2) the City holds a public hearing on
the matter; and 3) the City adopts a written finding that the new measures are equivalent or more effective
in mitigating or avoiding potential significant effects and that it in itself will not cause any potentially
significant effect on the environment.
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Since the Draft MND was circulated for public review, there were no changes to the Project that would
result in a new, avoidable significant effect or a substantial increase in the severity of any significant
effect previously disclosed in the Draft MND. Furthermore, as described in summarized in Table F-1,
there were no public comments or “substantial revisions” to the Draft MND that would warrant
recirculation of the document. Although new and revised mitigation measures were added to the Draft
MND following the close of the public review period (refer to Table F-1), these replacement measures
were discussed in public hearings before the City of San Bernardino Planning Commission and City
Council, and the City will adopt written findings as to the effectiveness of proposed mitigation (in
conformance with CEQA Guidelines §15074.1).
Additionally, the Draft MND was fundamentally and basically adequate, and all conclusions within the
Draft MND were supported by evidence provided within the Draft MND or the administrative record for
the proposed Project. Furthermore, public comment letters on the Draft MND did not include any
substantive evidence that the proposed Project would result in a significant impact on the environment or
identify any alternatives to the mitigation measures or the proposed Project considerably different from
those analyzed in the Draft MND that would substantially lessen the significant environmental impacts of
the proposed Project.
Based on the foregoing, recirculation of the Draft MND is not warranted according to the guidance set
forth in §15073.5 of the CEQA Guidelines.
T&B Planning, Inc. Page F-7
1.0 INTRODUCTION
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
1.0 INTRODUCTION
1.1 DOCUMENT PURPOSE
This document is a Mitigated Negative Declaration (MND) prepared in accordance with the California
Environmental Quality Act (CEQA), including all criteria, standards, and procedures of CEQA
(California Public Resource Code Section 21000 et seq.) and the CEQA Guidelines (California Code of
Regulations, Title 14, Division 6, Chapter 3, Section 15000 et seq.). This MND is an informational
document intended for use by the City of San Bernardino, Trustee and Responsible agencies, and
members of the general public in evaluating the physical environmental effects of the proposed Waterman
Logistics Center project (hereafter referred to as “the Project” and as further described in Section 3.0).
This MND was compiled by the City of San Bernardino, serving as the Lead Agency for the proposed
Project pursuant to CEQA Section (§) 21067 and CEQA Guidelines Article 4 and §15367. “Lead
Agency” refers to the public agency that has the principal responsibility for carrying out or approving a
project.
This Introduction provides general information regarding: 1) a summary of the location and history of the
Project site; 2) a summary of Initial Study findings supporting the City of San Bernardino’s decision to
prepare a MND for the proposed Project; 3) standards of adequacy for a MND under CEQA; 4) a
description of the format and content of this MND; and 5) the governmental processing requirements to
consider the proposed Project for approval.
1.2 HISTORY OF THE PROPOSED PROJECT SITE
The Project site consists of 19.65 acres of partially developed land in the City of San Bernardino, San
Bernardino County, California. The Project site is located south of Rialto Avenue, north of Mill Street,
east of South Waterman Avenue, and west of the Twin Creek Channel. The site contains five (5)
structures under existing conditions: a commercial building occupied by a bail bonds business adjacent to
South Waterman Avenue; a vacant commercial building and associated outbuilding adjacent to South
Waterman Avenue; an industrial building occupied by a truck repair business located in the site’s
northeastern corner; and a detached, single-family residence located in the eastern portion of the site. Past
uses of the property included sporadic agricultural, residential, and commercial land uses. The property
also contained a former segment of the Pacific Electric railroad.
1.3 PROJECT SUMMARY
The proposed Project consists of applications for General Plan Amendment (GPA 14-08), Zoning Map
Amendment (ZMA 14-16), Tentative Parcel Map (TPM) No. 19573 (SUB 14-11), and a Development
Permit (DP-D14-05). GPA 14-08 and ZMA 14-16 propose to amend the City’s General Plan land use
and Zoning designations as they pertain to the Project site from “Office Industrial Park (OIP)” and
“Residential Medium High (RMH)” to “Industrial Light (IL),” which would allow for a variety of light
industrial uses, including warehousing/distribution, assembly, light manufacturing, and research and
development. TPM No. 19573 (SUB 14-11) proposes to consolidate the existing nine (9) parcels that
comprise the 19.65-acre property into one (1) parcel. DP-D14-05 proposes to develop the subject property
with a 426,858 square foot (s.f.) logistics warehouse building and associated improvements including, but
not limited to, surface parking areas, drive aisles, utility infrastructure, landscaping, exterior lighting,
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
signage, and walls/fencing. Refer to Section 3.0, Project Description, for a comprehensive description of
the proposed Project.
1.4 CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
1.4.1 CEQA Objectives
CEQA (Public Resources Code §21000, et seq.) requires that before a public agency makes a decision to
approve a project that could have one or more adverse effects on the physical environment, the agency
must inform itself about the project’s potential environmental impacts, give the public an opportunity to
comment on the environmental issues, and take feasible measures to avoid or reduce potential harm to the
physical environment. The principal objectives of CEQA are to: 1) inform governmental decision makers
and the public about the potential, significant environmental effects of proposed activities; 2) identify the
ways that environmental damage can be avoided or significantly reduced; 3) prevent significant,
avoidable damage to the environment by requiring changes in projects through the use of alternatives or
mitigation measures when the governmental agency finds the changes to be feasible; and 4) disclose to
the public the reasons why a governmental agency approved the project in the manner the agency chose if
significant environmental effects are involved.
1.4.2 CEQA Requirements for Environmental Setting and Baseline Conditions
CEQA Guidelines §15125 establishes requirements for defining the environmental setting to which the
environmental effects of a proposed project must be compared. The environmental setting is defined as
“…the physical environmental conditions in the vicinity of the project, as they exist at the time the notice
of preparation is published, or if no notice of preparation is published, at the time the environmental
analysis is commenced....” (CEQA Guidelines §15125[a]). In the case of the proposed Project, the Initial
Study determined that a MND is the appropriate form of CEQA compliance document, which does not
require a Notice of Preparation (NOP) (refer to 1.4.4, Initial Study Findings). Thus, the environmental
setting for the proposed Project is the approximate date that the Project’s environmental analysis
commenced.
The Project Applicant submitted applications for the proposed Project to the City of San Bernardino in
August 2014, at which time the environmental analysis commenced. Accordingly, the environmental
setting for the proposed Project is defined as the physical environmental conditions on the Project site and
in the vicinity of the Project site as they existed in August 2014.
1.4.3 CEQA Requirements for a Mitigated Negative Declaration (MND)
A MND is a written statement by the Lead Agency briefly describing the reasons why a proposed project,
which is not exempt from the requirements of CEQA, will not have a significant effect on the
environment and therefore does not require preparation of an Environmental Impact Report (EIR) (CEQA
Guidelines §15371). The CEQA Guidelines require the preparation of a MND if the Initial Study
prepared for a project identifies potentially significant effects, but: 1) revisions in the project plans or
proposals made by, or agreed to by the applicant before a proposed MND and Initial Study are released
for public review would avoid the effects or mitigate the effects to a point where clearly no significant
effects would occur; and 2) there is no substantial evidence, in light of the whole record before the Lead
Agency, that the project as revised may have a significant effect on the environment. If the potentially
significant effects associated with a project cannot be mitigated to a level below significance, then an EIR
must be prepared. (CEQA Guidelines §15070[b]) T&B Planning, Inc. Page 1-2
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
1.4.4 Initial Study Findings
Section 4.0 of this document contains the Initial Study that was prepared for the proposed Project
pursuant to CEQA and City of San Bernardino requirements. The Initial Study determined that
implementation of the proposed Project would not result in any significant environmental effects under
the impact areas of: Aesthetics, Agriculture, Geology and Soils, Greenhouse Gas Emissions, Hazards and
Hazardous Materials, Land Use and Planning, Noise, Population and Housing, Public Services,
Recreation, Transportation/Circulation, and Utilities. The Initial Study determined that the proposed
Project would result in potentially significant effects to the following issue areas, but the Project
Applicant has agreed to incorporate mitigation measures that would avoid or mitigate the effects to a
point where clearly no significant effects would occur: Air Quality, Biological Resources, Cultural
Resources, and Hydrology and Water Quality. The Initial Study determined that, with the incorporation
of mitigation measures, there is no substantial evidence, in light of the whole record before the Lead
Agency (City of San Bernardino), that the Project as revised may have a significant effect on the
environment. Therefore, and based on the findings of the Initial Study, the City of San Bernardino
determined that a MND shall be prepared for the proposed Project pursuant to CEQA Guidelines
§15070(b).
1.4.5 Format and Content of Mitigated Negative Declaration
The following components comprise the MND in its entirety:
1) This document, including all sections. Section 4.0 comprises the completed Initial Study Checklist
(“Initial Study”) and its associated analyses which document the reasons to support the findings and
conclusions of the Initial Study. Section 5.0 comprises the Mitigation Monitoring and Reporting
Program (MMRP), which includes all mitigation measures imposed on the proposed Project to ensure
that effects to the environment are reduced to less-than-significant levels. The MMRP also indicates
the required timing for the implementation of each mitigation measure and identifies the parties
responsible for implementing and monitoring each mitigation measure.
2) Twelve technical reports that evaluate the environmental effects of the proposed Project are attached
as Technical Appendices A-M. Written correspondence pertinent to the analysis is included as
Technical Appendix L. Each of the appendices listed below are available for review at the City of
San Bernardino Community Development Department, Planning Division, located at 300 N. “D”
Street, 3rd Floor, San Bernardino, CA, and are hereby incorporated by reference pursuant to CEQA
Guidelines §15150.
Appendix A “Waterman Avenue High Cube Warehouse Air Quality Impact Analysis”
prepared by Urban Crossroads and dated September 22, 2014 (revised January
13, 2015).
Appendix B “Waterman Avenue High Cube Warehouse Mobile Source Health Risk
Assessment” prepared by Urban Crossroads and dated September 22, 2014.
Appendix C “Waterman Logistics Center Habitat Assessment” prepared by RBF Consulting
and dated September 2014.
Appendix D “Cultural Resource Assessment Waterman Logistics Center Project” prepared by
BCR Consulting LLC and dated September 23, 2014.
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Appendix E “Geotechnical Investigation and Liquefaction Evaluation, Proposed Waterman
Logistics Center” prepared by Southern California Geotechnical and dated June
5, 2014.
Appendix F “Waterman Avenue High Cube Warehouse Greenhouse Gas Analysis” prepared
by Urban Crossroads and dated September 22, 2014.
Appendix G “Preliminary Hydrology Calculations for Waterman Logistics Center” prepared
by Thienes Engineering and dated August 1, 2014.
Appendix H “Water Quality Management Plan for Waterman Logistics Center” prepared by
Thienes Engineering and dated August 7, 2014.
Appendix I “Phase I Environmental Site Assessment, 225, 237, and 291 S. Waterman
Avenue” prepared by CHJ Consultants and dated May 30, 2014.
Appendix J “Waterman Avenue High Cube Warehouse Noise Impact Analysis” prepared by
Urban Crossroads and dated October 17, 2014.
Appendix K “Waterman Avenue High Cube Warehouse Traffic Impact Analysis” prepared by
Urban Crossroads and dated September 5, 2014 (revised January 8, 2015).
Appendix L Written Correspondence
Appendix M “Results of a Burrowing Owl (Athene cunicularia) Burrow Survey for the
Waterman Logistics Center Located in the City of San Bernardino, San
Bernardino County, California” prepared by RBF Consulting and dated January
9, 2015.
3) All plans, policies, regulatory requirements, and other documentation that is incorporated by
reference in this document pursuant to CEQA Guidelines §15150.
1.4.6 Mitigated Negative Declaration Processing
The City of San Bernardino Community Development Department, Planning Division directed and
supervised the preparation of this MND. Although prepared with the assistance of the consulting firm
T&B Planning, Inc., the content contained within and the conclusions drawn by this MND reflect the sole
independent judgment of the City of San Bernardino.
This MND and a Notice of Intent (NOI) to adopt the MND will be distributed to the following entities for
a 30-day public review period: 1) organizations and individuals who have previously requested such
notice in writing to the City of San Bernardino; 2) owners of contiguous property shown on the latest
equalized assessment roll; 3) responsible and trustee agencies (public agencies that have a level of
discretionary approval over some component of the proposed Project); 4) the California Office of
Planning and Research, State Clearinghouse, for review by State Agencies; and 5) the San Bernardino
County Clerk. The NOI identifies the location(s) where the MND, Initial Study, MMRP, and associated
Technical Appendices are available for public review. The NOI also establishes a 30-day public review
period during which comments on the adequacy of the MND document may be submitted to the City of
San Bernardino Community Development Department, Planning Division.
Following the 30-day public review period, the City of San Bernardino will review any comment letters
received and determine whether any substantive comments were provided that may warrant revisions to
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the MND document. If substantial revisions are not necessary (as defined by CEQA Guidelines
§15073.5(b)), then the MND will be finalized and forwarded to the City of San Bernardino Planning
Commission and City Council for review as part of their deliberations concerning the proposed Project.
The San Bernardino Planning Commission has the authority to recommend, conditionally recommend, or
not recommend the Project for approval. The San Bernardino City Council has exclusive authority to
approve, conditionally approve, or deny the Project. Accordingly, public hearings will be held before the
San Bernardino Planning Commission and City Council to consider the proposed Project and the
adequacy of this MND. Public comments will be heard and considered at the hearings. At the conclusion
of the public hearing process, the City Council will take action to approve, conditionally approve, or deny
the proposed Project. If approved, the City Council will adopt findings relative to the Project’s
environmental effects as disclosed in the MND and a Notice of Determination (NOD) will be filed with
the San Bernardino County Clerk.
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2.0 ENVIRONMENTAL SETTING
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
2.0 ENVIRONMENTAL SETTING
2.1 PROJECT SETTING
2.1.1 Project Location
Figure 2-1, Regional Map, and Figure 2-2, Vicinity Map¸ depict the location of the Project site. The
Project site is located in western San Bernardino County, in the City of San Bernardino, immediately east
of South Waterman Avenue, immediately west of the Twin Creek Channel, approximately 0.1-mile south
of Rialto Avenue, and approximately 0.3-mile north of Mill Street. Addresses associated with the Project
site are 225, 237, and 291 South Waterman Avenue. The Project site includes San Bernardino County
Assessor Parcels 0279-321-14, -24, -44, -47, -48, -59, and -63, 0136-311-24 and 0136-311-32 and is
located within Section 11, Township 1 South, Range 4 West, San Bernardino Baseline and Meridian.
2.1.2 Surrounding Land Uses and Development
Figure 2-3, Surrounding Land Uses and Development, depicts the existing land uses immediately
surrounding the Project site. As shown, existing surrounding land uses include commercial and
residential land uses to the north of the site, industrial land uses to the east (across the Twin Creek
Channel); commercial developments to the south, and single-family residential land uses and
undeveloped land to the west (across South Waterman Avenue). The H. Frank Dominguez Elementary
School is located approximately 0.06-mile to the northwest of the Project site (or 320 feet, as measured
from the Project site to the school site perimeter).
2.2 EXISTING SITE AND AREA CHARACTERISTICS
Pursuant to CEQA Guidelines §15125, the physical environmental condition for purposes of establishing
the setting of an MND is the environment as it existed at the time the Lead Agency commenced the
environmental analysis for the project. The Project’s applications were filed with the City of San
Bernardino in August 2014, and the environmental analysis for the Project commenced at that time. As
such, the environmental baseline for the Project is established as August 2014 and the following
subsections provide a description of the Project site’s physical environmental condition as of that
approximate date. Topics are presented in no particular order of importance.
2.2.1 Land Use
The earliest available records (aerial photograph from 1930) indicate that the site has been developed with
sporadic agricultural, residential, and commercial land uses. The property also contained a former
segment of the Pacific Electric railroad. The railway traversed the Project site from the southeast corner
of the property, extending to the north, which was used for freight service into the 1970s (BCR
Consulting, 2014, p. 8). The developments on-site from the 1930s to present day include a variety of
commercial and residential uses, including a building materials business, a market, and a used car sales
lot. Figure 2-4, Aerial Photograph, depicts the existing conditions of the Project site. The site contains
five (5) structures under existing conditions: a commercial building occupied by a bail bonds business
adjacent to South Waterman Avenue; a vacant commercial building and associated outbuilding adjacent
to South Waterman Avenue; an industrial building occupied by a truck repair business located in the site’s
northeastern corner; and a detached, single-family residence located in the eastern portion of the site. Past
uses of the property include sporadic agricultural, residential, and commercial land uses.
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REGIONAL MAPPage 2-2
Figure 2-1Source(s): Firm
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Figure 2-2Source(s): Firm #PROJECTBOUNDARY
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Twin Creek Channel
SURROUNDING LAND USES AND DEVELOPMENT
Page 2-4
Figure 2-3Source(s): Firm
PROJECT SITE
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Figure 2-4Source(s): Firm
PROJECT SITE
SOUTH WATERMAN AVESAN FELIPE RD
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Feet
Source(s): ESRI, Eagle Aerial (2013), SB County (2014)
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2.2.2 Site Access
The Project site abuts South Waterman Avenue, which is a north-south oriented roadway, and is located
approximately 0.3-mile north of Mill Street and 0.15-mile south of Rialto Avenue, which are east-west
oriented roadways. The Project site receives access from and provides access to South Waterman Avenue
via seven (7) existing driveways. The Project site is located approximately 1.3 miles east of Interstate
215 (I-215), a north-south oriented facility, and approximately 2.2 miles north of Interstate 10 (I-10), an
east-west oriented facility. Both I-215 and I-10 are part of the state highway system operated by the
California Department of Transportation (CalTrans).
2.2.3 Utilities and Service Systems
The Project site is located within the service area of the San Bernardino Municipal Water District
(SBMWD) for domestic water and sewer treatment services. The City of San Bernardino conveys
wastewater from the Project site to SBMWD treatment facilities. Under existing conditions, the Project
site receives water and wastewater service via existing facilities installed beneath South Waterman
Avenue. In addition, two (2) existing above ground Southern California Edison power lines are located in
the northern portion of the Project site.
2.2.4 Aesthetics and Topographic Features
The Project site is relatively flat, with the exception of a small, raised dirt berm in the eastern portion of
the property. The existing development on-site is scattered and the aesthetic character of the site is
comprised of isolated structures with substantial disturbed/undeveloped land. The topographic high point
on the property occurs in the northeast portion of the site, at approximately 1,035 feet above mean sea
level (amsl). The topographic low point occurs along the southern property boundary at approximately
1,020 feet amsl. The Project site generally slopes from the north and east to the west and south. Overall
topographic relief across the Project site is approximately 15 feet. No unique or scenic features are
present. Figure 2-5, USGS Topographic Map, illustrates to topographic character of the Project site.
2.2.5 Geology
The Project site is located at the northern edge of the Peninsular Ranges Geomorphic Province, within the
San Bernardino Valley. The San Bernardino Valley is part of a structurally down-dropped block of
crystalline bedrock material overlain by approximately 300 to 400 feet of alluvium and bordered to the
north and east by the northwest- to southeast-trending San Andreas Fault and San Bernardino Mountains.
The valley is bordered by the Perris block to the south and by the northwest- to southeast trending San
Jacinto fault zone to the southwest. (CHJ, 2014, p. 14)
There are no known active or potentially active earthquake faults on the Project site or in the immediate
area, and the Project site is not located within an “Alquist-Priolo” Special Studies Zone. The main trace of
the San Jacinto fault is mapped approximately 2.0 miles southwest of the site. (CHJ, 2014, p. 13) Similar
to other properties throughout Southern California, the Project site is located within a seismically active
region and is subject to ground shaking during seismic events.
Groundwater was not encountered during subsurface investigations conducted on the Project site in 2014
(Southern California Geotechnical, 2014a, p. 7).
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USGS TOPOGRAPHIC MAP
Page 2-7
Figure 2-5Source(s): Firm #PROJECT SITE
0 500 1,000250
Feet
Source(s): ESRI, USGS
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2.2.6 Soils
The Project site features a thin veneer of undocumented fill at its surface and is underlain by alluvial soils
at depth. The undocumented fill soils generally consist of loose to medium silty fine sands with
occasional debris, such as asphalt and plastic fragments. The undocumented fill varies between depths of
2.5 to 7.5 feet below ground surface at the Project site. Beneath the undocumented fill layer are alluvial
soils, which extend to at least 50 feet below the existing ground surface. The alluvial soils in the upper six
(6) to 12 feet generally consist of loose to medium dense fine sands and silty fine sands and occasional
loose fine sandy silts. The alluvial soils at greater depths generally consist of medium dense to dense fine
to coarse sands with varying gravel content, medium dense silty sands and fine sandy silts, and occasional
stiff fine grained strata including clayey silts and silty clays. (Southern California Geotechnical, 2014a,
pp. 6-7)
2.2.7 Hydrology
The Project site is located in the Santa Ana River watershed, which drains an approximately 2,650 square-
mile area and is the principal surface flow water body within the region. The Santa Ana River starts in
the San Bernardino Mountains, approximately eight (8) miles northeast of the Project site, and flows
southwesterly for approximately 96 miles across San Bernardino, Riverside, Los Angeles, and Orange
counties before spilling into the Pacific Ocean.
According to the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM)
No. 06071C8682H (dated August 28, 2008), a majority of the Project site is located within “Flood Zone
X (unshaded),” which corresponds with areas of minimal flood hazard (less than 0.2-percent annual
chance of flood). A small area along the eastern Project boundary, adjacent to the Twin Creek Channel, is
designated “Zone A,” which corresponds to areas subject to inundation under 100-year flood conditions.
Under existing conditions, the northern and western portions of the Project site drain from east to west as
sheet flow, ultimately discharging to South Waterman Avenue. Storm water runoff flows discharged to
South Waterman Avenue are captured by an existing storm drain system within South Waterman Avenue
and conveyed to Twin Creek downstream of the Project site. The remaining, southeastern portion of the
Project site drains to the southeast, discharging directly to the Twin Creek Channel. (Thienes, 2014b, n.p.)
2.2.8 Noise
The primary source of noise in the Project vicinity includes vehicle noise along South Waterman Avenue.
To determine the existing acoustical setting of the Project area, 24-hour noise measurements were taken at
five (5) receptor locations in the Project vicinity by Urban Crossroads, Inc. on August 6, 2014. Measured
hourly noise levels ranged from 50.7 equivalent level decibels (Leq dBA) to 66.7 Leq dBA, which
correlates with a Community Noise Equivalent Level (CNEL) ranging from 58.5 to 72.5 dBA CNEL.
(Urban Crossroads, 2014e, p. 22)
2.2.9 Vegetation
Based on aerial photography dating back to 1901, the Project site has been sporadically used for
agriculture, residential, and commercial land uses, often with a combination of concurrent uses. Under
existing conditions the entirety of the site is either developed with commercial, industrial, or residential
structures or heavily disturbed by routine maintenance (i.e., discing for fire fuel management). Due to
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historic and on-going human disturbances, the Project site no longer supports native vegetation or native
plant communities. (RBF, 2014, p. ES-1)
Three (3) plant communities were identified on the Project site by the Project biologist (RBF Consulting).
The location and extent of these vegetation communities are illustrated on Figure 2-6, Existing Vegetation
Map, and summarized below.
o Ruderal: The center of the Project site supports a ruderal plant community dominated by non-
native grasses and early successional plant species. This plant community extends south from the
central portion of the Project site along the abandoned railroad alignment. The ruderal plant
community is not subject to routine mowing/discing activit ies. Dominant plant species observed
within this plant community include tumbleweed (Salsola tragus) and ripgut (Bromus diandrus).
Other plant species observed within this plant community include Mediterranean grass (Schismus
sp.), telegraph weed (Heterotheca grandiflora), red brome (Bromus madritensis), wild oat (Avena
sp.), and London rocket (Sisymbrium irio). (RBF, 2014, p. 11)
o Disturbed: A disturbed plant community is found on the northwest, southwest, and southeast
portions of the Project site. These areas have been subject to heavy disturbances associated with
mowing/discing activities and commercial land uses. The disturbed areas on the northwest corner
and southwest portion of the Project site are characterized by bare ground with sparse
tumbleweed. The disturbed area on the southeast corner of the Project site is dominated by
tumbleweed and non-native grasses that are routinely mowed/disced. This disturbed area has
several small debris piles and an old semi-truck trailer. (RBF, 2014, pp. 11-13)
o Developed: The developed areas are found on the northeastern corner of the Project site and
along the western edge of the project site adjacent to South Waterman Avenue. These areas are
generally devoid of vegetation; however, some weedy plant species and ornamentals have
established/been planted. The building materials site is bordered by a series of Mexican fan
palms (Washingtonia robusta) and the truck repair facility is bordered by a row of eucalyptus
trees (Eucalpytus sp.). (RBF, 2014, p. 13)
No special-status plant species were observed on the Project site during surveys conducted by RBF
Consulting. The long history of disturbance, continued maintenance of the site (i.e., discing), existing
development, and the lack of natural vegetation have eliminated suitable habitat for all of the sensitive
plant species that have the potential to occur in the general vicinity of the Project site. (RBF, 2014, p. 16)
2.2.10 Wildlife
No special-status wildlife species were observed on the Project site by RBF Consulting. Based on an
analysis of the existing conditions on the Project site, it was determined that there is the potential for three
(3) special-status/sensitive wildlife species to occur on the site: burrowing owl (Athene cunicularia);
western mastiff bat (Eumops perotis californicus); and western yellow bat (Lasiurus xanthinus). The
Project biologist determined that due to a lack of suitable habitat, all other special-status/sensitive wildlife
species were presumed to be absent from the Project site. (RBF, 2014, p. ES-1)
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EXISTING VEGETATION MAP
Page 2-10
Figure 2-6Source(s): Firm
0 200 400100
Feet
Source(s): Eagle Aerial (2013), RBF (09-14)
PROJECT SITE
Legend
Vegetation Type
Project Boundary
Developed (6.13 Acres)
Disturbed (11.09 Acres)
Ruderal (2.5 Acres)SOUTH WATERMAN AVETwin Creek ChannelT&B Planning, Inc.
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2.2.11 Air Quality and Climate
The Project site is located in the 6,745-square-mile South Coast Air Basin (SCAB), which includes
portions of Los Angeles, Riverside, and San Bernardino Counties, and all of Orange County. The SCAB
is bound by the Pacific Ocean to the west, the San Gabriel, San Bernardino, and San Jacinto Mountains to
the north and east, and the San Diego County Line to the south. The SCAB is within the jurisdiction of
South Coast Air Quality Management District (SCAQMD), the agency charged with bringing air quality
in the SCAB into conformity with federal and state air quality standards. The climate of the SCAB is
characterized as semi-arid and more than 90% of the SCAB’s rainfall occurs from November through
April. During the dry season, which also coincides with the months of maximum photochemical smog
concentrations, the wind flow is bimodal, characterized by a daytime onshore sea breeze and a nighttime
offshore drainage wind.
The SCAB is not currently in attainment of state and/or federal standards established for Ozone (O3) one-
hour and eight-hour, particulate matter (PM10 and PM2.5), and Nitrogen Oxides (NOx). Local air quality
in the vicinity of the Project site has exceeded air quality standards for O3 one-hour and eight-hour and
particulate matter (PM10 and PM2.5), as recorded at the nearest air monitoring station to the Project site
(Central San Bernardino Valley 2), within the last three years. Refer to Table 2-3 in the Project’s air
quality report (refer to Technical Appendix A) for a summary of the number of days that local air quality
exceeded applicable air quality standards.
Air pollutants contribute to human health concerns. The SCAQMD conducted an in-depth analysis of the
toxic air contaminants and their resulting health risks for all of Southern California. This study, titled
“Multiple Air Toxics Exposure Study in the South Coast Air Basin, MATES III,” shows that the region
around the Project site has an ambient cancer risk of 1,058 in one million persons, which is slightly below
the average cancer risk of 1,200 in one million persons across the SCAB (Urban Crossroads, 2014c, p.
32). Information about specific air pollutants and their specific effects on human health are contained in
the Air Quality and Health Risk Assessment reports contained as Technical Appendix A and Technical
Appendix B, respectively.
2.3 PLANNING CONTEXT
Provided in this subsection is a description of the Project site’s context to SCAG’s Regional
Transportation Plan Goods Movement Strategy and the Project site’s land use designations, as applied by
planning documents adopted by the City of San Bernardino.
2.3.1 Southern California Association of Governments Regional Transportation Plan
The Southern California Association of Governments (SCAG) is a Joint Powers Authority (JPA) under
California state law, established as an association of local governments and agencies that voluntarily
convene as a forum to address regional issues. Under federal law, SCAG is designated as a Metropolitan
Planning Organization (MPO) and under state law as a Regional Transportation Planning Agency and a
Council of Governments. The SCAG region encompasses six counties (Imperial, Los Angeles, Orange,
Riverside, San Bernardino and Ventura) and 191 cities in an area covering more than 38,000 square
miles. SCAG develops long-range regional transportation plans including sustainable communities
strategy and growth forecast components, regional transportation improvement programs, regional
housing needs allocations and other plans for the region (SCAG, n.d.).
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As a MPO and public agency, SCAG develops transportation and housing plans that transcend
jurisdictional boundaries that affect the quality of life for Southern Californian as a whole. SCAG’s
2012-2035 Regional Transportation Plan / Sustainable Communities Strategy (RTP/SCS) includes a
chapter titled “Goods Movement” that is applicable to the proposed Project. It states that the SCAG
region hosts one of the largest clusters of logistics activity in North America. Logistics activities, and the
jobs that go with them, depend on a network of warehousing and distribution facilities, highway and rail
connections, and intermodal rail yards. As illustrated by Figure 2-7, SCAG Regional Goods Movement
System, the location of the Project site is identified as being within a warehouse cluster in the City of San
Bernardino. The Goods Movement section of the RTP/SCS sets forth regional strategies to achieve an
efficient movement of goods. It states:
“Goods movement and freight transportation are essential to supporting the SCAG
regional economy and quality of life. The goods movement system in the SCAG region is
a multimodal, coordinated network that includes deep water marine ports, international
border crossings, Class I rail lines, interstate highways, state routes and local roads, air
cargo facilities, intermodal facilities, and regional distribution and warehousing clusters.
In 2010, over 1.15 billion tons of cargo valued at almost $2 trillion moved across the
region’s transportation system. Whether carrying imported goods from the San Pedro Bay
Ports to regional distribution centers, supplying materials for local manufacturers, or
delivering consumer goods to SCAG residents, the movement of freight provides the
goods and services needed to sustain regional industries and consumers on a daily basis.”
(SCAG, 2013, p. 1).
According to SCAG’s Comprehensive Regional Goods Movement Plan and Implementation Strategy, the
SCAG region is forecasted to have a demand for over one billion square feet of warehousing space by the
year 2035, including a demand for 943 million square feet of non-port warehouse space. The demand for
non-port warehouse space is projected to increase by approximately 59 percent between the years 2008
and 2035 – from approximately 591 million square feet to approximately 943 million square feet. (SCAG,
2013, pp. 4-39 and 4-40) However, SCAG projects that the region will run out of suitably zoned vacant
land designated for warehouse facilities in about the year 2028. Unless other land not currently zoned for
warehousing becomes available, SCAG forecasts that by year 2035, a projected shortfall of approximately
227 million square feet of warehouse space will occur between the years 2028 and 2035 (both port and
non-port warehouse space). (SCAG, 2013, p. 4-39) As the availability of vacant locations for
industrial/warehousing facilities near the ports reach capacity, the demand will shift inland to regions that
have the vacant land and infrastructure to accommodate such land uses, primarily the Inland Empire.
Assuming no other land, such as agricultural lands, is converted to industrial use, based on available land
that is zoned industrial, the SCAG region could hold another 186.2 million square feet of warehousing
and distribution buildings. Within the SCAG region, San Bernardino County contains the second largest
share of undeveloped space suitable for industrial warehouse development (57.5 million square feet,
30.9%), of which the vast majority (74.9%) is located in outlying desert areas. (SCAG, 2013 p. 3-34)
2.3.2 General Plan Land Use Designations
The prevailing planning document for the Project site and its surrounding area is the City of San
Bernardino General Plan. The General Plan Land Use Element designates the Project site for “Office
Industrial Park (OIP)” and “Residential Medium High (RMH)” land uses. Refer to Figure 2-8, Existing T&B Planning, Inc. Page 2-12
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
General Plan Designations. If the Project site were built out in accordance with its existing, underlying
land use designations, a maximum of 675,616 square feet of office industrial park land uses and a
maximum of 99 residential units could be constructed on the subject property.
2.3.3 Development Code Designations
The Project site is zoned for “Office Industrial Park (OIP)” and “Residential Medium High (RMH)” land
uses (refer to Figure 2-9, Existing Zoning Designations). The Office Industrial Park zoning is intended to
allow for development of properties with employee-intensive employment uses in a park-like setting,
including research & development, technology centers, research and development, corporate offices,
“clean” industry and light manufacturing, and supporting retail. The Residential Medium High zoning
designation allows for multi-family dwellings including apartments and condominiums with a maximum
density of 24 units per acre. (San Bernardino, 2005a, Table LU-1)
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SCALENOTTO SCAG REGIONAL GOODS MOVEMENT SYSTEM
Figure 2-7
Page 2-14
Source(s): SCAG RTP: Goods Movement (April 2012)
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EXHIBIT 1 E xisting SCAG Regional Goods Movement System
EXISTING GENERAL PLAN DESIGNATIONS
Page 2-15
Figure 2-8Source(s): Firm
PROJECT SITE
EAST RIALTO AVE
VALLEY ST SOUTH WATERMAN AVESAN FELIPE RD
TWIN CREEK CHANNEL0 150 30075
Feet
Source(s): SANBAG (2013), SB County (2014), City of San Bernardino General Plan (2005)
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Legend
General Plan Land Use Designations
Project Boundary
COMMERCIAL GENERAL (CG-1)
COMMERCIAL HEAVY (CH)
INDUSTRIAL LIGHT (IL)
OFFICE INDUSTRIAL PARK (OIP)
PUBLIC FACILITY (PF)
PUBLIC FLOOD CONTROL (PFC)
RESIDENTIAL MEDIUM HIGH (RMH)
RESIDENTIAL URBAN (RU-1)
CG-1RU
OIP
OIPOIP
OIP
OIPCH
CG-1
RMH
RMH
IL
IL
PFPFC
PFC
EXISTING ZONING DESIGNATIONS
Page 2-16
Figure 2-9Source(s): FirmSource(s): SANBAG (2013), SB County (2014), City of San Bernardino General Plan (2005)
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PROJECT SITE
EAST RIALTO AVE
VALLEY ST SOUTH WATERMAN AVESAN FELIPE RD
TWIN CREEK CHANNELCG-1RU
OIP
OIPOIP
OIP
OIPCH
CG-1
RMH
RMH
IL
IL
PFPFC
PFC
Source(s): SANBAG (2013), SB County (2014), City of San Bernardino General Plan (2005)
0 150 30075
Feet
Legend
Zoning Designations
Project Boundary
COMMERCIAL GENERAL (CG-1)
COMMERCIAL HEAVY (CH)
INDUSTRIAL LIGHT (IL)
OFFICE INDUSTRIAL PARK (OIP)
PUBLIC FACILITY (PF)
PUBLIC FLOOD CONTROL (PFC)
RESIDENTIAL MEDIUM HIGH (RMH)
RESIDENTIAL URBAN (RU-1)
3.0 PROJECT DESCRIPTION
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
3.0 PROJECT DESCRIPTION
The Project evaluated by this MND is located within the City of San Bernardino, San Bernardino County,
California. The proposed Project consists of applications for a General Plan Amendment (GPA 14-08),
Zoning Map Amendment (ZMA 14-16), Tentative Parcel Map (TPM No. 19573, SUB 14-11) and a
Development Permit/Site Plan (DP-P14-05). Copies of the entitlement applications for the proposed
Project are herein incorporated by reference pursuant to CEQA Guidelines §15150 and are available for
review at the City of San Bernardino Community Development Department, located at 300 N. D Street,
3rd Floor, San Bernardino, CA. A detailed description of the proposed Project is provided in the
following subsections. Additional discretionary and administrative actions that would be necessary to
implement the proposed Project are listed in Table 3-2, Matrix of Project Approvals/Permits, at the end of
this section.
3.1 PROPOSED DISCRETIONARY APPROVALS
3.1.1 General Plan Amendment (GPA 14-08)
Under existing conditions, the 19.65-acre site is designated by the City of San Bernardino General Plan
for “Office Industrial Park (OIP)” and “Residential Medium High (RMH)” land uses. The OIP land use
designation allows for employee intensive employment uses including technology centers, research and
development, corporate offices, “clean” industry and light manufacturing, and supporting retail. The
RMH land use designation allows for multi-family dwellings, including apartments and condominiums, at
a maximum density of 20 dwellings units per acre (San Bernardino, 2005, Table LU-2). If the Project site
were built out in accordance with its existing, underlying land use designations, a maximum of 675,616
square feet of office industrial park land uses and a maximum of 99 residential units could be constructed
on the subject property. GPA 14-08 proposes to amend the City of San Bernardino General Plan Land
Use Element as it pertains to the site from “OIP” and “RMH” to “Industrial Light (IL),” which would
allow for a variety of light industrial uses, including: warehousing/distribution, assembly, light
manufacturing, research and development, mini storage, and repair facilities conducted within enclosed
structures, as well as supporting retail and personal uses (San Bernardino, 2005, Table LU-2). Figure 3-1,
General Plan Amendment (GPA 14-08), depicts the site’s existing and proposed General Plan land use
designations.
3.1.2 Zoning Map Amendment (ZMA 14-16)
Under existing conditions, the 19.65-acre site is zoned for “Office Industrial Park (OIP)” and “Residential
Medium High (RMH).” The OIP zoning designation allows for the establishment of distinctive office
industrial parks and corporate centers serving City and regional needs, while the RMH zone allows
development of multi-family townhomes, condominiums, and apartments at a maximum density of 24
dwelling units per acre (San Bernardino, 2013). ZMA 14-16 proposes to change the zoning designation
of the site to “Industrial Light (IL)”which is intended to retain, enhance, and intensify existing and
provide for the new development of lighter industrial uses along major vehicular, rail, and air
transportation routes serving the City (San Bernardino, 2013). Developments within the IL zone are
permitted to have a maximum floor area ratio (FAR) of 0.75. Figure 3-2, Zoning Map Amendment (ZMA
14-16), depicts the site’s existing and proposed zoning designations. The proposed IL zoning designation
would be consistent with and would implement the site’s proposed General Plan land use designation of
IL.
T&B Planning, Inc. Page 3-1
GENERAL PLAN AMENDMENT (GPA 14-08)
Page 3-2
Figure 3-1
PROPOSEDEXISTING
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Source(s): SANBAG (2013), SB County (2014), City of San Bernardino General Plan (2005)Source(s): SANBAG (2013), SB County (2014), City of San Bernardino General Plan (2005)
PROJECT SITE
EAST RIALTO AVE
VALLEY ST SOUTH WATERMAN AVESAN FELIPE RD
TWIN CREEK CHANNELPROJECT SITE
EAST RIALTO AVE
VALLEY ST SOUTH WATERMAN AVESAN FELIPE RD
TWIN CREEK CHANNELLegend
General Plan Land Use Designations
Project Boundary
COMMERCIAL GENERAL (CG-1)
COMMERCIAL HEAVY (CH)
INDUSTRIAL LIGHT (IL)
OFFICE INDUSTRIAL PARK (OIP)
PUBLIC FACILITY (PF)
PUBLIC FLOOD CONTROL (PFC)
RESIDENTIAL MEDIUM HIGH (RMH)
RESIDENTIAL URBAN (RU-1)
CG-1RU
OIP
OIPOIP
OIP
OIPCH
CG-1
RMH
RMH
IL
IL
PFPFC
PFC
Legend
General Plan Land Use Designations
Project Boundary
COMMERCIAL GENERAL (CG-1)
COMMERCIAL HEAVY (CH)
INDUSTRIAL LIGHT (IL)
OFFICE INDUSTRIAL PARK (OIP)
PUBLIC FACILITY (PF)
PUBLIC FLOOD CONTROL (PFC)
RESIDENTIAL MEDIUM HIGH (RMH)
RESIDENTIAL URBAN (RU-1)
CG-1RU
OIP
OIP
OIP
OIPCH
CG-1
RMH
IL
IL
PFPFC
PFC
IL
IL
0 300 600150
Feet
EXISTING PROPOSED
ZONING MAP AMENDMENT (ZMA 14-16)
Page 3-3
Figure 3-2
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PROJECT SITE
EAST RIALTO AVE
VALLEY ST SOUTH WATERMAN AVESAN FELIPE RD
TWIN CREEK CHANNELPROJECT SITE
EAST RIALTO AVE
VALLEY ST SOUTH WATERMAN AVESAN FELIPE RD
TWIN CREEK CHANNELCG-1RU
OIP
OIPOIP
OIP
OIPCH
CG-1
RMH
RMH
IL
IL
PFPFC
PFC
CG-1RU
OIP
OIP
OIP
OIPCH
CG-1
RMH
IL
IL
PFPFC
PFC
IL
IL
0 300 600150
Feet
Legend
Zoning Designations
Project Boundary
COMMERCIAL GENERAL (CG-1)
COMMERCIAL HEAVY (CH)
INDUSTRIAL LIGHT (IL)
OFFICE INDUSTRIAL PARK (OIP)
PUBLIC FACILITY (PF)
PUBLIC FLOOD CONTROL (PFC)
RESIDENTIAL MEDIUM HIGH (RMH)
RESIDENTIAL URBAN (RU-1)
Legend
Zoning Designations
Project Boundary
COMMERCIAL GENERAL (CG-1)
COMMERCIAL HEAVY (CH)
INDUSTRIAL LIGHT (IL)
OFFICE INDUSTRIAL PARK (OIP)
PUBLIC FACILITY (PF)
PUBLIC FLOOD CONTROL (PFC)
RESIDENTIAL MEDIUM HIGH (RMH)
RESIDENTIAL URBAN (RU-1)
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
3.1.3 Tentative Parcel Map No. 19573 (SUB 14-11)
A. General Description
Tentative Parcel Map No. 19573 (TPM No. 19573) proposes to consolidate the Project site’s nine parcels
into one legal parcel of approximately 19.65 acres, as depicted on Figure 3-3, Tentative Parcel Map No.
19573. As part of this action, the right-of-way for a former alignment of the Pacific Electric railroad that
crosses the Project site would be acquired by the Project Applicant (all tracks have been previously
removed from the subject property). In addition, TPM No. 19573 identifies the size and location of
needed water, sewer, drainage and utility infrastructure in addition to existing roadway infrastructure.
B. Public Roadway Improvements
The existing public street network servicing and abutting the Project site consists of South Waterman
Avenue to the west. Under existing conditions, South Waterman Avenue features six (6) vehicular travel
lanes, a painted median, landscaping, and partially developed sidewalks along the Project site frontage.
As part of the proposed Project, additional public right-of-way would be dedicated to the City to
accommodate a parkway adjacent to South Waterman Avenue. The right-of-way dedication would vary
between three (3) to five (5) feet in width along the Project’s frontage. The Project would construct the
parkway along its frontage with South Waterman Avenue, which would include a five (5)-foot wide
sidewalk and landscaping. In addition, the Project would remove the subject property’s seven (7) existing
driveways to South Waterman Avenue and would construct two (2) new 40-foot-wide driveways to
provide access to the site from South Waterman Avenue.
C. Water Infrastructure
Water service would be provided to the Project site by the City of San Bernardino Municipal Water
Department (SBMWD). Under pre-development conditions, water service is available to the Project site
via a 12-inch water main installed beneath South Waterman Avenue. As depicted in Figure 3-4,
Conceptual Utility Plan, the Project proposes to make four connections to the existing water line. Two
existing water meters would be utilized, if possible, to provide water to the site. The construction
contractor would verify in the field if the existing water meters can be retained. If the existing water
mains cannot be retained, the Project would construct two new water meters to provide water to the
Project site. In addition, two proposed 10-inch water lines would connect to an existing 12-inch water
line within South Waterman Avenue for fire service use. All proposed water facilities would be designed
in accordance with SBMWD standards and would require approval by SBMWD prior to installation.
D. Wastewater Infrastructure
Wastewater conveyance services are provided to the Project site by the City of San Bernardino and
wastewater treatment services are provided by the SBMWD. Under pre-development conditions,
wastewater service is available to the Project site via 8-inch and 48-inch sewer mains installed beneath
South Waterman Avenue, and 18-inch and 21-inch sewer lines traverse the Project site. As depicted in
Figure 3-4, the Project proposes to construct an 8-inch sewer line within South Waterman Avenue
between the southern terminus of the Project site and an existing sewer line located approximately 335
feet south of the Project site. From this proposed 8-inch sewer line, a 6-inch lateral line would be
constructed providing wastewater service to the site. The 6-inch lateral sewer line would run from west to
east, beneath the site’s southernmost driveway, connecting to the proposed building beneath the office
T&B Planning, Inc. Page 3-4
SCALENOTTO TENTATIVE PARCEL MAP NO. 19573
Figure 3-3
Page 3-5
Source(s): Thienes Engineering, Inc. (09-03-14)
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Figure 3-4
Page 3-6
Source(s): Thienes Engineering, Inc. (08-13-14)
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48”
24”
8”
18” (Abandoned)
21”
8”
6”
6”
6”
Proposed 8” Sewer Connection
to Existing Line
33”
12”
10”
10”
2”
Proposed 6” Sewer Connection
to Existing Line
Proposed Storm Drain
Connection to Existing Line
Proposed Storm Drain
Connection to Existing Line
Proposed 10” Fire Service
Connection to Existing Line
Proposed 10” Fire Service
Connection to Existing Line
LEGEND
Existing Water Line
Proposed Water Line
Existing Sewer Line
Proposed Sewer Line
Existing Storm Drain
Proposed Storm Drain
Existing Electrical Line
Existing Gas Line
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
area at the south of the site. In addition, another 6-inch lateral sewer line would be constructed south of
the site’s northern-most driveway, providing a connection between the existing 8-inch sewer line within
South Waterman Avenue and the office portion of the building located on the northern side of the
building. All proposed wastewater facilities would be designed in accordance with City and SBMWD
standards and would require approval by the City and SBMWD prior to installation.
The existing 18-inch and 21-inch sewer lines that traverse the Project site would be retained in place if
their alignment does not conflict with the proposed retaining wall (see Section E, Earthwork and
Grading, below). The construction contractor would verify in the field during construction if the sewer
lines can be retained in their existing alignment. If the existing sewer lines would conflict with the design
of the proposed retaining wall, then the sewer lines would be re-located on-site to the south.
E. Drainage Plan
The drainage system proposed to serve the proposed Project also is depicted in Figure 3-4. The proposed
Project’s drainage system would consist of underground storm drain pipes and six (6) Storm-Tech SC-
740 Underground Infiltration Chamber systems, as well as one (1) on-site water quality/detention basin.
The system is designed to collect, treat, and store stormwater runoff before discharging treated flows.
Flows would be discharged at two (2) locations: into an existing 36-inch storm drain installed beneath
South Waterman Avenue and 2) into the Twin Creek Channel located to the east of the Project site.
A majority of the stormwater flows generated on-site would be captured and routed to an underground
infiltration chamber system located beneath the site. Five (5) underground chambers are proposed,
including three (3) chambers located beneath a proposed access road on the northern side of the proposed
warehouse building and two (2) chambers located beneath the proposed truck parking stalls on the south
side of the proposed building. The proposed Storm-Tech system would provide runoff storage and
filtration to maximize on-site infiltration and minimize off-site water discharge. From each of these five
(5) chamber systems, flows would be routed off-site into the Twin Creek Channel located along the
eastern boundary of the Project site. The Twin Creek Channel is fully improved and has more capacity
for runoff than the existing facilities within South Waterman Avenue (Thienes, 2014b).
Stormwater flows from the western portions of the Project would be discharged into the existing 36-inch
storm drain installed beneath South Waterman Avenue. Flows from the southwestern portion of the
Project site would be routed into a proposed on-site water quality/detention basin. Flows from the
northwestern portion of the Project site would be routed to a proposed underground infiltration chamber
located beneath a proposed employee/guest automobile parking lot. Flows collected within both of these
areas would be routed via two (2) 24-inch storm drains to the storm drain line in South Waterman
Avenue.
F. Earthwork and Grading
As shown on Figure 3-5, Conceptual Grading Plan, earthwork and grading would occur over the entire
19.65-acre Project site. No area of the site would be left undisturbed. Proposed earthwork and grading
activities would occur in one phase and would result in approximately 108,469 cubic yards (c.y.) of cut
and 108,469 c.y. of fill. Earthwork activities on-site would balance and no additional import of export of
material would be required. When grading is complete, the Project site would have a slight, north-to-
T&B Planning, Inc. Page 3-7
SCALENOTTO CONCEPTUAL GRADING PLAN
Figure 3-5
Page 3-8
Source(s): Thienes Engineering, Inc. (08-13-14)
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WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
south gradient; the highest point of the site would be approximately 1,030 feet above mean sea level
(amsl) at the northern portion of the site and would slope downward to an elevation of approximately
1,022 amsl in the southern portion of the site.
The Project site is relatively flat and proposed grading would not create manufactured slopes except
around the proposed water/quality detention basin in the southwestern corner of the site, where proposed
slopes would have a maximum incline of 3:1, and in the northeastern corner of the site, adjacent to the
Twin Creek Channel, where proposed slopes would have a maximum incline of 2:1, bordered by a
retaining wall comprised of black vinyl fencing with a height between approximately 4.5 and 11.5 feet.
3.1.4 Development Permit/Site Plan (DP-D14-05)
As shown on Figure 3-6, Development Permit/Site Plan (DP-D14-05), the Project Applicant proposes to
construct one (1) logistics warehouse building on the subject property. The proposed building would
contain 426,856 square feet (s.f.) of building area. The office spaces would be located in the northwest
and southwest corners of the building. At the time this MND was prepared, the future tenant(s) of the
proposed Project’s building is unknown. The building is designed to accommodate a warehouse
distribution, e-logistics, fulfillment center, or light-industrial operator(s).
Vehicular access to the Project site would be provided by two (2) proposed driveways connecting to
South Waterman Avenue. These driveways would provide direct access to automobile parking areas,
loading areas, and truck parking areas. Proposed truck check-in points and driveways are positioned
interior to the Project site to create interior queuing to minimize the potential for trucks to stack onto
public streets when entering the Project site. Traffic exiting from each of the two (2) access points would
be able to make both left and right-hand turns onto South Waterman Avenue.
A. Architecture, Walls, and Fences
Figure 3-7, Conceptual Elevations, depicts the conceptual architecture elevations proposed by the Project.
The proposed industrial warehouse building would be constructed to a height of approximately 45 feet
above finished grade, with architectural projections reaching up to 49 feet. The building would be
constructed with painted concrete tilt-up panels and blue-glazed glass. Articulated building elements are
proposed to be provided as decorative elements. The exterior color palette for the proposed building is
comprised of various mild, earth-toned colors, including shades of beige and white.
Painted concrete 14-foot tall tilt-up screen walls, complete with 8-foot tall black rolling wrought iron
access gates, would be provided on the north and south sides of the building, facing South Waterman
Avenue, to screen the loading bays and truck parking areas from public view. Eight (8)-foot tall tube
steel fencing is proposed for the southwestern corner of site, adjacent to the detention basin, and for the
northwestern corner of the site, adjacent the automobile parking area. In addition, 4-foot tall wrought iron
fencing would be provided around the perimeter of the detention basin. The portion of the Project’s
northeastern boundary that abuts off-site residential land uses would be screened by an eight (8)-foot tall
solid masonry wall. Eight (8)-foot high chain-link fencing is proposed along the northern, eastern, and
southern boundaries of the site.
T&B Planning, Inc. Page 3-9
SCALENOTTO DEVELOPMENT PERMIT/SITE PLAN (DP-D14-05)
Figure 3-6
Page 3-10
Source(s): RGA (07-23-14)
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Figure 3-7
Page 3-11
Source(s): RGA (07-23-14)
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WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
B. Parking and Loading
Figure 3-6 depicts the number and location of parking spaces (including passenger car and truck trailer
parking) and loading bays for the structure. The Project would include 234 total parking spaces: 97
automobile spaces, eight (8) handicap-accessible spaces, 12 carpool/vanpool spaces, and 117 truck trailer
spaces. The Project provides six (6) short term bicycle stalls and six (6) long term bicycle stalls in
compliance with the City of San Bernardino Development Code Section 19.20.030(26.A), which requires
bicycle parking to be provided at a minimum rate of one (1) per thirty (30) parking spaces. An additional
245 automobile parking stalls may be provided in the future, if required by the tenant(s) that would
eventually occupy the structure.
As part of the proposed Project, 103 loading docks would be used for the loading, unloading, and short-
term parking of trucks. The loading docks are designed to be distributed at the exterior of the structure as
follows: 58 docks on the north side of the building and 45 docks on the south side of the building. At a
warehouse building, loading docks (also called “bays”) are used for the receiving of goods and the
shipment of goods. Quite often, these docks are on different sides of the building. The proposed
Project’s building has been designed in this manner, with one side of the building primarily for the
receiving of goods and the other side primarily for the shipment of goods. Although all of the loading
bays are rarely used simultaneously, most warehouse tenants like to have as many bays as possible to
facilitate operations inside the structure, where goods are sorted and stored. When trucks have the option
to dock close to the area where their cargo is sorted and stored inside the structure, workers inside the
building have a shorter distance to cover when moving goods from the truck to the inside storage area and
vice versa.
C. Conceptual Landscape Plan
The conceptual landscape plan prepared for the Project is depicted in Figure 3-8, Conceptual Landscape
Plan. Proposed landscaping would be ornamental in nature and would feature trees, shrubs, and drought-
tolerant accent plants in addition to a variety of groundcovers. The landscape plan indicates that trees and
groundcover are proposed along the site’s frontage with South Waterman Avenue (including landscaping
within the public right-of-way). Trees would be planted at regular intervals adjacent to the right-of-way
with overlapping canopies. At building entries and driveways a variety of trees and groundcover would
be used to partially shade the structure and parking areas. The water quality detention basin on the
southwestern corner of the site would be landscaped with trees and groundcover, with the bottom surface
hydroseeded with a swale mix. Prior to the issuance of a building permit for the proposed industrial
warehouse building, construction documents pertaining to the planting and irrigation of the Project site
would be required to be submitted to the City of San Bernardino for review and approval. The planting
and irrigation plans would be required to comply with Development Code Section 19.28 which
establishes requirements for landscape design, automatic irrigation system design, and water-use
efficiency.
3.2 PROJECT CONSTRUCTION AND OPERATIONAL CHARACTERISTICS
3.2.1 Construction Characteristics
The proposed Project would be constructed over the course of approximately nine (9) months.
Construction activities would commence with site preparation and the demolition of the existing
T&B Planning, Inc. Page 3-12
SCALENOTTO
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Figure 3-8
Page 3-13T�B P�������, I��.
Source(s): Hunter Landscape (08-12-14)
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
structures. It is expected that approximately 4,900 tons of demolition debris would be generated on-site,
of which approximately 90% (approximately 4,400 tons) would be recycled. (Camacho, Joe, 2014) After
demolition, the property would be mass-graded and underground infrastructure would be installed. As
part of construction of Project site infrastructure, two (2) existing above ground Southern California
Edison power lines located in the northern portion of the Project site would be either undergrounded or
removed. Next, surface materials would be poured and the building would be erected, connected to the
underground utility system, and painted. Lastly, landscaping, fencing/walls and other site improvements
would be installed and fine grading would occur.
Construction equipment is expected to operate on the Project site eight (8) hours per day, five (5) days per
week during the construction phase. The types and numbers of heavy equipment expected to be used
during construction activities are listed in Table 3-1, Construction Equipment Assumptions. For purposes
of evaluation in this MND, it is assumed that the building would be operational in the Year 2015.
Off-site construction activities would be limited to the removal of an obsolete railroad bridge over the
Twin Creek Channel. To remove the bridge, the wood deck would be manually removed with hand-
operated power tools. Once the wood framing has been removed, a boom lift would access the underside
of the bridge and torch cut any fastening points. The bridge beams spanning the channel would then be
rigged and hoisted from one side of the bank outside of the Channel and placed in a staging area to await
removal off-site. The concrete abutment that is an integral part of the of the Channel would remain in
place.
3.2.2 Operational Characteristics
At the time this MND was prepared, the future tenant(s) of the proposed Project’s building is unknown.
The Project Applicant expects that the building would be primarily occupied by a warehouse distribution,
e-logistics, fulfillment center, or light-industrial operator(s). For the purpose of analysis in this document,
the future tenant types are assumed to be any of those uses permitted by the City of San Bernardino
Development Code’s “Industrial Light” designation as described in City of San Bernardino Development
Code Chapter 19.08. Furthermore, this MND assumes the proposed building would be operational 24
hours per day, with exterior areas lit at night. Lighting would be subject to compliance with Development
Code Chapter 19.20.030.14, which states that exterior lighting shall be energy-efficient, shielded or
recessed, and directed downward and away from adjoining properties. The building is designed such that
business operations would be conducted within the enclosed building, with the exception of traffic
movement, parking, and the loading and unloading of tractor trailers at designated loading bays. Based on
calculations utilized in the Project’s traffic impact analysis (Technical Appendix K to this MND), the
Project would generate 575 passenger car trips and 148 truck trips on a daily basis (Urban Crossroads,
2014d, p. 27).
Because the building’s tenant is not yet known, the number of jobs that the Project would generate cannot
be precisely determined; therefore, for purposes of analysis within this MND, employment estimates have
been calculated using the Project Applicant’s understanding and experience from projects that are of
comparable size and intended usage (Schaefer, 2014). Using an employment generation rate of 1
employee per 2,000 s.f. of building area, the proposed Project is expected to create approximately 213
new, recurring jobs.
T&B Planning, Inc. Page 3-14
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Based on calculations utilized in the Project’s greenhouse gas analysis (Technical Appendix F to this
MND), the Project is expected to result in a demand for approximately 305 acre-feet of potable water per
year (Urban Crossroads, 2014a, Appendix 3.1). The Project is also estimated to result in an average daily
demand of 19,650 gallons per day of wastewater treatment capacity (based on the City of San
Bernardino’s wastewater generation factor of 1,000 gallons per day per acre for light industrial land uses)
(Psomas, 2002, Table 4-3). Energy use is estimated at approximately 1,616,312 kilowatt-hours (kWh) per
year, and natural gas usage is estimated at approximately 769,700 thousand British thermal units per year
(kBTU/yr) (Urban Crossroads, 2014a, Appendix 3.1).
Table 3-1 Construction Equipment Assumptions
Activity Equipment Number Hours Per Day
Demolition
Concrete/Industrial Saws 1 8
Crushing/Proc. Equipment 1 8
Excavators 2 8
Rubber Tired Dozers 2 8
Site Preparation
Water Trucks 2 8
Rubber Tired Dozers 4 8
Tractors/Loaders/Backhoes 2 8
Excavators 4 8
Grading
Water Trucks 3 8
Scrapers 6 8
Graders 4 8
Rubber Tired Dozers 2 8
Tractors/Loaders/Backhoes 2 8
Excavator 1 8
Building Construction
Tractors/Loaders/Backhoes 4 8
Forklifts 3 8
Generator Sets 2 8
Cranes 1 8
Welders 2 8
Architectural Coatings Air Compressors 4 8
Paving
Pavers 2 8
Paving Equipment 2 8
Rollers 2 8
Source: (Urban Crossroads, 2014a, Table 3-3)
T&B Planning, Inc. Page 3-15
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
3.3 STANDARD REQUIREMENTS AND CONDITIONS OF APPROVAL
The proposed General Plan Amendment, Zoning Map Amendment, Tentative Parcel Map, and
Development Permit/Site Plan and their technical aspects have been reviewed in detail by the City of San
Bernardino. Various City departments and divisions are responsible for reviewing land use applications
for compliance with City codes and regulations. These departments and divisions also were responsible
for reviewing this MND for technical accuracy and compliance with CEQA. The City of San Bernardino
departments and divisions responsible for technical review include:
o City Attorney’s Office
o Community Development Department, Planning Division
o Community Development Department, Land Development Division
o Fire Department
o Public Works Department, Engineering Division
Review of the proposed General Plan Amendment, Zoning Map Amendment, Tentative Parcel Map, and
Development Permit/Site Plan will result in the production of a comprehensive set of draft Conditions of
Approval that will be available for public review prior to consideration of the proposed Project for
approval by the City of San Bernardino. These conditions will be considered by the City’s Planning
Commission and City Council in conjunction with their deliberations on and consideration of the Project.
If approved, the Project would be required to comply with all imposed Conditions of Approval.
Conditions of Approval and other applicable regulations, codes, and requirements that the Project is
required to comply with and that result in the reduction or avoidance of an environmental impact are
specified throughout the analysis presented in this MND.
3.4 SUMMARY OF REQUESTED ACTIONS
The City of San Bernardino has primary approval responsibility for the proposed Project. As such, the
City is serving as the Lead Agency for this MND pursuant to CEQA Guidelines §15050. The City’s
Planning Commission will consider the Project’s requested discretionary permit applications and make
advisory recommendations to the City Council. The City Council will have authority over approval,
approval with changes, or denial of the requested actions that are within the City’s jurisdiction. The City
will consider the information contained in this MND and this MND’s Administrative Record in its
decision-making processes. Upon approval of the Project and certification of this MND, the City would
conduct administrative reviews and grant ministerial permits and approvals to implement the Project. A
list of the primary actions under City jurisdiction and the jurisdiction of other agencies is provided
in Table 3-2, Matrix of Project Approvals/Permits. This MND covers all federal, state, local government
and quasi-government approvals which may be needed to construct or implement the Project, whether or
not they are explicitly listed in Table 3-2, or elsewhere in this MND (CEQA Guidelines § 15124(d)).
T&B Planning, Inc. Page 3-16
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Table 3-2 Matrix of Project Approvals/Permits
Public Agency Approvals and Decisions
City of San Bernardino
Development/Environmental Review
Committee (D/ERC)
• Provide recommendations to the San Bernardino
Planning Commission whether to approve General Plan
Amendment No. GPA 14-08, Zoning Map Amendment
No. ZMA 14-16, Tentative Parcel Map No. 19573
(SUB 14-11) and Development Permit/Site Plan No.
DP-D14-05.
• Provide recommendation to the City of San Bernardino
Planning Commission regarding approval of this MND.
Planning Commission • Provide recommendations to the San Bernardino City
Council whether to approve the following: General Plan
Amendment No. GPA 14-08, Zoning Map Amendment
No. ZMA 14-16, Tentative Parcel Map No. 19573
(SUB 14-11) and Development Permit/Site Plan No.
DP-D14-05.
• Provide recommendation to the City of San Bernardino
City Council regarding approval of this MND.
City Council • Approve, conditionally approve, or deny General Plan
Amendment No. GPA 14-08, Zoning Map Amendment
No. ZMA 14-16, Tentative Parcel Map No. 19573
(SUB 14-11) and Development Permit/Site Plan No.
DP-D14-05.
• Reject or approve this MND along with appropriate
CEQA Findings.
Subsequent City of San Bernardino Discretionary and Ministerial Approvals
City of San Bernardino
Subsequent Implementing Approvals
• Approve final maps, parcel mergers, lot line
adjustments, or parcel consolidations, as may be
appropriate.
• Approvals for water, sewer, and storm drain
infrastructure.
• Issue grading permits.
• Issue building permits.
• Approve road improvement plans.
• Issue encroachment permits.
• Accept public right-of-way dedications.
Other Agencies – Subsequent Approvals and Permits
Santa Ana Regional Water Quality Control
Board
• Issue a Construction Activity General Construction
Permit.
• Issue a National Pollutant Discharge Elimination
System Permit.
California Department of Fish and Wildlife • Section 1602 Streambed Alteration Agreement
Southern California Edison • Approve the undergounding or removal of existing
above ground power lines.
San Bernardino County Flood Control
District
• Issue a permit to tie on-site storm drain directly into
sidewall of the Twin Creek Channel.
• Issue a permit to remove railroad bridge from over the
Twin Creek Channel.
T&B Planning, Inc. Page 3-17
4.0 INITIAL STUDY CHECKLIST
CITY OF SAN BERNARDINO
PLANNING DIVISION
INITIAL STUDY
CITY OF SAN BERNARDINO
INITIAL STUDY
WATERMAN LOGISTICS CENTER
Project Description and Location:
The proposed Project involves the redevelopment of 19.65-acre property located east of South Waterman
Avenue, west of the Twin Creek Channel, north of East Mill Street, and south of East Rialto Avenue in the
south-central portion of the City of San Bernardino, San Bernardino County, California. The Project proposes to
construct and operate one (1) logistics warehouse building having 426,858 square feet of interior building space
and 103 loading bays. The Project Applicant is pursuing the Project on a speculative basis, meaning that the
building’s future tenant(s) is not yet identified. Under existing conditions, the Project site is occupied by three
(3) commercial buildings, one (1) industrial building, and one (1) residence, with a large portion of the site left
undeveloped. Off-site improvements include the removal of an abandoned railroad bridge over the Twin Creek
Channel adjacent to the site. Mailing addresses associated with the subject property are 225, 237, and 291 South
Waterman Avenue. The Project site includes San Bernardino County Assessor Parcels 0279-321-14, -24, -44, -
47, -48, -59, and -63, 0136-311-24 and 0136-311-32.
December 10, 2014
CEQA LEAD AGENCY:
City of San Bernardino
Community Development Department, Planning Division
300 North “D” Street
San Bernardino, CA 92418
PROJECT APPLICANT:
Hillwood Investment Properties
901 Via Piemonte, Suite 175
Ontario, CA 91764
CEQA CONSULTANT:
T&B Planning, Inc.
17542 East 17th Street, Suite 100
Tustin, CA 92780
REVIEWED BY:
Independently reviewed, analyzed, and exercised judgment in making the determination, by the City of San
Bernardino Development/Environmental Review Committee on December 4, 2014, pursuant to Section 21082
of the California Environmental Quality Act (CEQA).
CITY OF SAN BERNARDINO
PLANNING DIVISION
INITIAL STUDY
The California Environmental Quality Act (CEQA) requires the preparation of an Initial Study when a Project
must obtain discretionary approval from a governmental agency and is not exempt from CEQA. The purpose of
the Initial Study is to determine the most appropriate CEQA compliance document for the proposed action,
either a Negative Declaration/Mitigated Negative Declaration (ND/MND) or an Environmental Impact Report
(EIR). If a previous EIR has been prepared for a project, then an Initial Study can be used to determine if an
Addendum to the previous ND/MND or EIR can be prepared, or whether a more extensive Supplemental or
Subsequent EIR must be prepared.
1. Project Title: Waterman Logistics Center
2. Lead Agency Name: City of San Bernardino
Address: 300 North “D” Street, San Bernardino, CA 92418
Contact Person: Aron Liang
City of San Bernardino
Planning Division
3. Phone Number: 909-384-5057
4. Project Location (Address/Nearest cross-streets): The Project site is located in San Bernardino County,
in the City of San Bernardino, east of South Waterman Avenue, west of the Twin Creek Channel, north of
East Mill Street, and south of East Rialto Avenue. The Project site comprises San Bernardino County
Assessor Parcels 0279-321-14, -24, -44, -47, -48, -59, and -63, 0136-311-24 and 0136-311-32 and site
addresses associated with the subject property are 225, 237, and 291 South Waterman Avenue.
5. Project Sponsor: Hillwood Investment Properties
6. Sponsor Address: Hillwood Investment Properties: 901 Via Piemonte, Suite 175, Ontario, CA 91764
7. General Plan Designation: Office Industrial Park (OIP), Residential Medium High (RMH)
8. Zoning Designation: Office Industrial Park (OIP)
9. Description of Project (Describe the whole action involved, including, but not limited to, later phases
of the project and any secondary, support, or off-site feature necessary for its implementation. Attach
additional sheets, if necessary):
The proposed Project consists of applications for a General Plan Amendment (GPA 14-08), Zoning Map
Amendment (ZMA 14-16), Tentative Parcel Map (TPM No. 19573, SUB 14-11) and a Development
Permit/Site Plan (DP-P14-05). A detailed description of the proposed Project is provided in Section 3.0,
Project Description, of the Mitigated Negative Declaration.
10. Other agencies whose approval is required (e.g., permits, finance approval, or participation
agreement):
• Santa Ana Regional Water Quality Control Board (approval of Construction Activity General
Construction Permit; NPDES Permit)
• California Department of Fish and Wildlife (Section 1602 Streambed Alteration Agreement)
• Southern California Edison (approval to underground or remove existing above ground power lines)
• San Bernardino County Flood Control District (Permits to tie storm drain directly into sidewall of
Twin Creek Channel and to remove railroad bridge)
Waterman Logistics Center Page 2
CITY OF SAN BERNARDINO
PLANNING DIVISION
INITIAL STUDY
I. AESTHETICS – Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Have a substantial adverse effect on a
scenic vista?
b) Substantially damage scenic resources,
including but not limited to trees, rock
outcroppings, and historic buildings
within a state scenic highway?
c) Substantially degrade the existing visual
character of the site and its surroundings?
d) Create a new source of substantial light or
glare, which would adversely affect
daytime or nighttime view of the area?
Impact Analysis
a) Have a substantial adverse effect on a scenic vista?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005b, Chapter 5.1; San Bernardino, 2005a, Chapter 12; On-site Inspection (2014))
Under existing conditions the Project site is entirely disturbed/developed, containing a single-story commercial
development (operational bail bonds business), a vacant commercial building with an associated vacant
outbuilding, a detached single-family residence, a commercial building (operational truck repair business),
billboards, and sparse vegetation; the Project site does not contain any scenic qualities that contribute to a scenic
vista. The surrounding area is comprised of similarly developed urban land that does not contribute to the City’s
scenic vistas. Site photos illustrating the existing conditions of the Project site are provided in Figure 2, Site
Photos 1 & 2 and Figure 3, Site Photos 3 & 4 with the locations of the photos mapped on Figure 1, Site Photo
Key and described below:
Site Photo 1 (Figure 2): This photograph was taken from the Project site’s northwestern corner, looking
southeast across the property. The right-hand side of the photograph displays South Waterman Avenue,
looking to the south. Although partially obscured by smog and intervening development, in the
background of the right-hand portion of the photograph, the Box Spring Mountains/Reche Canyon area
is visible. The left-hand side of the photograph shows the commercial development to the north of the
Project site, extending east. Above the trees in the midground of the left-hand side of the photograph,
the portion of the San Bernardino Mountains located to east of the Project site is slightly visible through
the smog and on-site vegetation.
Site Photo 2 (Figure 2): This photograph was taken along the Project site’s frontage with South
Waterman Avenue, approximately 330 feet to the south of the property’s northern boundary, looking
east across the Project site. The right-hand side of the photograph shows South Waterman Avenue
Waterman Logistics Center Page 4
SITE PHOTO KEY MAP
Page 5
Figure 1Source(s): Firm
Waterman Logistics Center
Source(s): ESRI, RCTLMA (2014), SB County (2014)
4
3
2
1
PROJECT SITE
SOUTH WATERMAN AVESAN FELIPE RD
P.
E
.
R
R Twin Creek ChannelVALLEY ST
EAST RIALTO AVE
0 300 600150
Feet
CITY OF SAN BERNARDINOPLANNING DIVISIONINITIAL STUDY
SCALENOTTO SITE PHOTOGRAPHS 1 & 2
Figure 2
Page 6Waterman Logistics Center
CITY OF SAN BERNARDINO
PLANNING DIVISION
INITIAL STUDY
Site Photo 1: Northwest corner of Project site, looking southeast
Site Photo 2: Western edge of Project site boundary, looking east
North
North
South
South
SCALENOTTO SITE PHOTOGRAPHS 3 & 4
Figure 3
Page 7Waterman Logistics Center
CITY OF SAN BERNARDINO
PLANNING DIVISION
INITIAL STUDY
Site Photo 3: Western Project site boundary, looking east
Site Photo 4: Southwest corner of Project site, looking northeast
North
North
South
South
CITY OF SAN BERNARDINO
PLANNING DIVISION
INITIAL STUDY
extending to the south with distant views of the Box Spring Mountains in the distance. Views of the Box
Springs Mountains across the Project site to the south are not available due to the intervening
commercial building, billboards, and trees that abut South Waterman Avenue. The left-hand side of the
photograph shows South Waterman Avenue extending to the north, with the San Bernardino Mountains
visible above the exiting development. The views of the San Bernardino Mountains extend from the
left-hand side of the photograph to the center, although partially obscured by trees and smog.
Site Photo 3 (Figure 3): This photograph was taken along the Project site’s frontage with South
Waterman Avenue, approximately 290 feet north of the Project’s southern boundary, looking east across
the Project site. The right-hand side of the photograph looks south, along the site’s frontage with South
Waterman Avenue. From this vantage point, the Box Spring Mountains are mostly obscured by smog,
with a small portion visible looking off-site. Billboards, trees, and existing development completely
obscure all views of the Box Spring Mountains across the Project site. The left-hand side of the
photograph shows South Waterman Avenue extending to the north, affording views of the San
Bernardino Mountains in the distance. Views of the San Bernardino Mountains looking northeast across
the Project site are obscured by the existing development on-site. From this vantage point, the vacant
commercial building in the center of the photograph blocks all views of the horizon.
Site Photo 4 (Figure 3): This photograph was taken at the property’s southwestern corner, looking
northeast across the Project site. The right-hand side of the photograph looks east along the site’s
southern boundary. The tops of the San Bernardino Mountains to the east of the Project site are visible
through smog above the existing development on the site. The views of the San Bernardino Mountains
above the existing development and trees on-site extend across the photograph to the left-hand side,
which shows South Waterman Avenue looking to the north.
The City of San Bernardino lies within a relatively flat valley floor that is bounded to the north, south, and east
by rugged hills and mountains. Scenic resources within the City of San Bernardino are defined by the San
Bernardino Mountains to the north and east, Box Springs Mountains to the south, and Reche Canyon to the
south (San Bernardino, 2005b pp. 5.1-7 - 5.1-8). The San Bernardino Mountains are located approximately 7.0-
miles north and 11.5-miles east of the Project site, and Box Spring Mountains are located approximately 5.8-
miles south of the Project site. Additionally, the City of San Bernardino General Plan identifies East Twin
Creeks Wash as a visual resource. (San Bernardino, 2005a, p. 12-22) The portion of the Twin Creek Channel
that abuts the Project site’s eastern boundary is concrete lined, and does not contain any features that would
qualify it as a scenic resource.
The proposed Project would redevelop the property with a logistics warehouse building. Scenic vistas available
to the public to the north and the south would not be affected by this proposed development due to the
orientation of South Waterman Avenue. Implementation of the proposed Project would result in a minor
obstruction of public views of the San Bernardino Mountains to the east. As discussed above, under existing
conditions the development and vegetation on-site partially obscure the views of the mountains from the public
viewing locations along South Waterman Avenue. The proposed logistics warehouse building would similarly
and partially obscure the mountains, representing a negligible alteration of the scenic vista. Due to the distance
from the mountains (approximately 11.5-miles looking east) and the prominence of the mountain features, views
of the scenic resources would still be afforded above the proposed development. Accordingly, implementation
of the proposed Project would not have a substantial adverse effect on a scenic vista, and impacts would be less-
than-significant.
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b) Substantially damage scenic resources, including but not limited to trees, rock outcroppings, and
historic buildings within a state scenic highway?
Finding: No Impact
Source: (Caltrans, 2013; San Bernardino, 2005a; San Bernardino, 2005b; Google Earth, 2014; On-site
Inspection, 2014)
The Project site is not located within or adjacent to a scenic highway corridor and does not contain scenic
resources, such as trees of scenic value, rock outcroppings, or historic buildings. Although the Project site does
contain several buildings under existing conditions, none of these buildings qualify as a historic resource (refer
to response to Item V(a), below). Furthermore, there are no State-designated scenic highways within the City of
San Bernardino, or in the vicinity of the Project site, under existing conditions (Caltrans, 2013). The nearest
State-eligible scenic highways are State Route (SR) 30 (located approximately 4.3 miles east of the Project site)
and SR 38 (located approximately 5.75 miles to the southeast of the Project site) (Caltrans, 2013). The Project’s
proposed physical features (one logistics warehouse building with loading bays, screen walls, parking lots, truck
yards, landscaping, etc.) would not be visible from either highway due to intervening development and distance.
Because the Project site is not visible from a state scenic highway and contains no scenic resources under
existing conditions, the proposed Project would not adversely impact the viewshed within a scenic highway
corridor and would not damage important scenic resources within a scenic highway corridor, including trees,
rock outcroppings, and historic buildings. No impact would occur.
c) Substantially degrade the existing visual character of the site and its surroundings?
Finding: Less-than-Significant Impact
Source: (Google Earth, 2014; On-site Inspection, 2014)
The Project site and the surrounding area consist entirely of developed and disturbed land. The area immediately
to the west of the Project site contains a large, disturbed but undeveloped, field with a nonconforming detached
single family residence. To the northwest of the Project site, there is an elementary school, an auto repair
business, a bail bonds business and an additional detached single family residence. To the southwest of the
Project site is a construction equipment rental business and a large storage yard. Immediately to the south of the
Project site is a used car sales lot, with additional commercial land uses to the south, including another storage
lot. To the southeast of the site, is a large distribution warehouse, similar in character to the proposed Project.
East of the Project site, across the Twin Creek Channel is an auto parts distribution/sales building, with
additional commercial development in the vicinity. To the north of the Project site, abutting South Waterman
Avenue, there is a commercial development. Also to the north of the Project site, there is a combination of
detached single family residences and apartment/condominium developments.
Based on the existing conditions on-site and the surrounding land uses, the visual character of the site and its
surroundings would be described primarily as commercial and developed lands, with portions of highly-
disturbed lands that are undeveloped. Under existing conditions, the residential land uses in the vicinity of the
Project site are located adjacent to, or in the close vicinity of, commercial/industrial land uses. Implementation
of the proposed Project would develop the site with a logistics warehouse building very similar in character to
the existing development located to the southeast of the Project site. The Project site is entirely disturbed or
developed, and the construction/operation of a logistics warehouse building would transfer the character of the
underutilized property to one uniform, contemporary development. The demolition and construction portion of
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the Project would be conducted over approximately nine (9) months. All Project-related construction activities
would be temporary in nature and all construction equipment would be removed from the Project site following
completion of the Project’s construction activities. Project-related changes to local visual character would be
less than significant during near-term construction activities because construction activity is common in the City
and would be temporary in nature. At the completion of construction, the logistics warehouse building would
contain visual features that would ensure a high-quality visual character for the site from public viewing areas
based on the Project’s architecture and landscape plans. Therefore, based on the foregoing analysis,
implementation of the proposed Project would not result in any significant adverse impacts to the on-site visual
character.
The portion of the City of San Bernardino in the vicinity of the Project site consists primarily of commercial
development, with pockets of residential land uses. The development proposed by the Project is similar in nature
to the distribution warehouses and commercial land uses to the south and to the east of the Project site.
Furthermore, under existing conditions, the residential land uses surrounding the Project site are located adjacent
to, or in the close vicinity of, commercial and/or industrial developments. The Project would be similar in
character to other buildings in the area. Therefore, while the proposed Project would alter the visual character of
the site and its surroundings, due to its likeness to the existing character of other large buildings in the
surrounding area, such an alteration would not represent a substantial degradation. Impacts would be less than
significant.
d) Create a new source of substantial light or glare, which would adversely affect daytime or
nighttime view of the area?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2013, Section 19.20.030; Project Application Materials)
The Project would include the installation of exterior lighting, which would be subject to all applicable
provisions of the City of San Bernardino Development Code, specifically Section 19.20.030 which includes the
following standards for lighting:
Exterior lighting shall be energy-efficient and shielded or recessed so that direct glare and
reflections are contained within the boundaries of the parcel, and shall be directed downward
and away from adjoining properties and public rights-of-way. No lighting shall blink, flash, or be
of unusually high intensity or brightness. All lighting fixtures shall be appropriate in scale,
intensity, and height to the use it is serving. Security lighting shall be provided at all
entrances/exits.
The Project is designed to adhere to City of San Bernardino Development Code Section 19.20.030, and future
implementing projects (i.e., building permits) would be required to demonstrate compliance with these
standards. Compliance with Development Code Section 19.20.030 would ensure that the proposed Project does
not produce substantial amounts of light or glare that could result in off-site light spillage or affect nighttime
views in the area.
With respect to daytime glare impacts that could result from reflective building materials, the proposed Project
would involve the construction and operation of one logistics warehouse building. The majority of the exterior
building surfaces would consist of tilt-up concrete construction that does not include any properties that would
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produce substantial amounts of glare. The northeast and northwest corners of the proposed building, as well as
five (5) windows at the approximate midpoint of the building’s frontage with South Waterman Avenue, contain
blue, low-reflective-glazed glass. While glazing has a potential to result in glare effects, such effects would not
adversely affect the daytime views of any surrounding properties, including motorists along South Waterman
Avenue because the glass would not be mirrored and would have a maximum allowable reflectance of 25%,
which would not produce substantial glare. Additionally, such glazing would be partially screened from public
view by the landscaping proposed along the Project’s perimeter. Accordingly, a less-than-significant daytime
glare impact would occur. There is no potential for the Project to result in nighttime glare because a proposed
perimeter wall and landscaping would shield vehicle headlights from cars using South Waterman Avenue from
shining onto any of the proposed warehouse building’s windows. No other proposed building surfaces would
have reflective properties.
In conclusion, the proposed Project would not create a new source of substantial light or glare and would not
adversely affect daytime or nighttime views of the area. Impacts would be less than significant.
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II. AGRICULTURE AND FORESTRY
RESOURCES – Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Convert Prime Farmland, Unique Farmland
or Farmland of Statewide Importance
(Farmland), as shown on the maps
prepared pursuant to the Farmland
Mapping and Monitoring Program of the
California Resources Agency, to a non-
agricultural use?
b) Conflict with existing zoning for
agricultural use, or a Williamson Act
Contract?
c) Conflict with existing zoning for, or cause
rezoning of, forest land (as defined in
Public Resources Code section 12220(g)),
timberland (as defined by Public Resources
Code section 4526), or timberland zoned
Timberland Production (as defined by
Government Code section 51104(g))?
d) Result in the loss of forest land or
conversion of forest land to non-forest use?
e) Involve other changes in the existing
environment which, due to their location or
nature, could result in conversion of
Farmland, to non-agricultural use or
conversion of forest land to non-forest use?
Impact Analysis
a) Convert Prime Farmland, Unique Farmland or Farmland of Statewide Importance (Farmland),
as shown on the maps prepared pursuant to the Farmland Mapping and Monitoring Program of
the California Resources Agency, to a non-agricultural use?
Finding: No Impact
Source: (CDC, 2011)
According to mapping information available from the California Department of Conservation, the Project site
contains lands classified as “Urban and Built-Up Land.” The Project site does not contain any soils mapped by
the Department of Conservation as “Prime Farmland,” “Unique Farmland,” or “Farmland of Statewide
Importance.” As such, the Project would not convert important farmland to a non-agricultural use. No impact
would occur.
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b) Conflict with existing zoning for agricultural use, or a Williamson Act Contract?
Finding: No Impact
Source: (CDC, 2013; San Bernardino, 2005a, Figure LU-2; San Bernardino, 2005b, Volume II, Appendix A)
Under existing conditions, the subject property is zoned by the City of San Bernardino for “Office Industrial
Park” and “Residential Medium High” land uses. There are no properties zoned for agricultural land uses in the
Project vicinity. Therefore, implementation of the Project has no potential to conflict with existing zoning for
agricultural use. No impact would occur.
As disclosed in the City of San Bernardino General Plan EIR (and supported by mapping information from the
California Department of Conservation), no land within the City is under a Williamson Act Contract (CDC,
2013). As such, the Project has no potential to conflict with a Williamson Act contract because none exist on
the Project site or in the vicinity of the site. No impact would occur.
c) Conflict with existing zoning for, or cause rezoning of, forest land (as defined in Public Resources
Code section 12220(g)), timberland (as defined by Public Resources Code section 4526), or
timberland zoned Timberland Production (as defined by Government Code section 51104(g))?
Finding: No Impact
Source: (San Bernardino, 2005a)
No portion of the proposed Project site or surrounding area is zoned for forest land or timberland. Accordingly,
the Project has no potential to conflict with, or cause rezoning of, forest land. No impact would occur.
d) Result in the loss of forest land or conversion of forest land to non-forest use?
Finding: No Impact
Source: (RBF, 2014)
Based on a biological survey conducted on the proposed Project site by RBF Consulting, three (3) distinct
vegetation/land use types are present on the Project site, including ruderal, disturbed, and developed – none of
which are forest land. Furthermore, the biological survey did not identify any forest land adjacent to the Project
site. (RBF, 2014, pp. 11-13) Because forest land is not present on the property or in the Project site’s immediate
vicinity, the Project has no potential to result in the loss of forest land or convert forest land or a non-forest use.
No impact would occur.
e) Involve other changes in the existing environment which, due to their location or nature, could
result in conversion of Farmland, to non-agricultural use or conversion of forest land to non-
forest use?
Finding: No Impact
Source: (CDC, 2011; San Bernardino, 2005a, Figure LU-2; RBF, 2014; Project Application Materials)
“Farmland” is defined in Section II (a) of Appendix G of the State CEQA Guidelines to mean “Prime
Farmland,” “Unique Farmland” or “Farmland of Statewide Importance.” As described above in the response to
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Item II(a), implementation of the Project would not result in the conversion of Farmland to non-agricultural use.
Additionally, as for the reasons noted above under the responses for to Items II(c) and II(d), the Project has no
potential to result in the conversion of forest land to non-forest use. Therefore, no impact would occur.
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III. AIR QUALITY – Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Conflict with or obstruct implementation
of the applicable air quality plan?
b) Violate any air quality standard or
contribute substantially to an existing
projected air quality violation?
c) Result in a cumulatively considerable net
increase of any criteria pollutant for which
the project region is non-attainment under
an applicable federal or state ambient air
quality standard (including releasing
emissions that exceed quantitative
thresholds for ozone precursors)?
d) Expose sensitive receptors to substantial
pollutant concentrations?
e) Create objectionable odors affecting a
substantial number of people?
Impact Analysis
a) Conflict with or obstruct implementation of the applicable air quality plan?
Finding: Less-than-Significant Impact
Source: (SCAQMD, 2013; Urban Crossroads, 2014a; San Bernardino, 2005a)
The Project site is located within the South Coast Air Basin (SCAB or “Basin”). The SCAB encompasses
approximately 6,745 square miles and includes Orange County and the non-desert portions of Los Angeles,
Riverside, and San Bernardino counties. The SCAB is bound by the Pacific Ocean to the west; the San Gabriel,
San Bernardino, and San Jacinto Mountains to the north and east, respectively; and the San Diego County line to
the south. In these areas, the SCAQMD is principally responsible for air pollution control, and works directly
with the Southern California Association of Governments (SCAG), county transportation commissions, local
governments, as well as state and federal agencies to reduce emissions from stationary, mobile, and indirect
sources to meet state and federal ambient air quality standards.
Currently, these state and federal air quality standards are exceeded in most parts of the Basin. In response, the
SCAQMD has adopted a series of Air Quality Management Plans (AQMPs) to meet the state and federal
ambient air quality standards. AQMPs are updated regularly in order to more effectively reduce emissions,
accommodate growth, and to minimize any negative fiscal impacts of air pollution control on the economy. The
current AQMP was adopted by SCAQMD in December 2012. The 2012 AQMP incorporates the latest scientific
and technological information and planning assumptions, including SCAG’s 2012 Regional Transportation
Plan/Sustainable Communities Strategy and updated emission inventory methodologies for various source
categories. The proposed Project’s consistency with the 2012 AQMP is discussed as follows:
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Criteria for determining consistency with the AQMP are defined in Chapter 12, Section 12.2 and Section 12.3 of
the SCAQMD’s CEQA Air Quality Handbook (1993). The Project’s consistency with these criteria is discussed
below.
Consistency Criterion No. 1: The proposed project will not result in an increase in the frequency or
severity of existing air quality violations or cause or contribute to new violations, or delay the timely
attainment of air quality standards or the interim emissions reductions specified in the AQMP.
Consistency Criterion No. 1 refers to violations of the California Ambient Air Quality Standards
(CAAQS) and National Ambient Air Quality Standards (NAAQS). As evaluated under Issues III(b), (c),
and (d), below, the Project would not exceed regional or localized significance thresholds for any
criteria pollutant during construction or during long-term operation with the application of mandatory
regulatory requirements and required mitigation measures. Accordingly, the Project’s regional and
localized emissions would not contribute substantially to an existing or potential future air quality
violation or delay the attainment of air quality standards.
Consistency Criterion No. 2: The proposed project will not exceed the assumptions in the AQMP or
increments based on the years of project build‐out phase.
The growth forecasts used in the AQMP to project future emissions levels are based on the projections
of the Regional Transportation Model utilized by SCAG, which incorporates land use data provided by
lead agency general plan documents, as well as assumptions regarding population number, location of
population growth, and a regional housing needs assessment. The City of San Bernardino General Plan
designates the Project site for the ultimate development of up to 675,615 square feet of “Office
Industrial Park (OIP)” land uses and up 99 attached dwelling units, which would generate
approximately 3,384 vehicle trips per day based the Institute of Transportation Engineers’ traffic
generation rates of 195.11 daily trips per acre for office park land uses and 6.65 daily trips for an
attached dwelling unit. The Project proposes to develop the subject property with a 426,858 square-foot
logistics warehouse building and associated site improvements, which would generate 722 vehicle trips
per day (actual vehicles, refer to Technical Appendix K). Because the Project would substantially reduce
building area on the Project site (thereby shortening the construction phase) and would substantially
reduce daily vehicle traffic trips to/from the site (vehicle traffic trips are the primary source of air
pollutant emissions in the SCAB), as compared to the land uses planned by the General Plan and
anticipated by the AQMP, the Project would not exceed the assumptions in the AQMP.
For the reasons stated above, the proposed Project would not result in an increase in the frequency or severity of
existing air quality violations or cause or contribute to new violations, delay the timely attainment of air quality
standards or the interim emissions reductions specified in the AQMP. Furthermore, the Project would not
exceed the growth assumptions in the AQMP. As such, the Project would be consistent with the AQMP and
impacts would be less than significant.
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b) Violate any air quality standard or contribute substantially to an existing projected air quality
violation?
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (SCAQMD, 2013; Urban Crossroads, 2014a; Urban Crossroads, 2014b)
As with any new development project, the proposed Project has the potential to generate substantial pollutant
concentrations during both construction activities and long-term operation. The following provides an analysis
based on the applicable significance thresholds established by the SCAQMD and Federal and State air quality
standards. This analysis assumes that the proposed Project would comply with applicable, mandatory regional
air quality standards, including: SCAQMD Rule 403, “Fugitive Dust;” SCAQMD Rule 431.2, “Sulfur Content
of Liquid Fuels;” SCAQMD Rule 1113, “Architectural Coatings;” SCAQMD Rule 1186, “PM10 Emissions from
Paved and Unpaved Roads, and Livestock Operations;” SCAQMD Rule 1186.1, “Less-Polluting Street
Sweepers,” and Title 13, Chapter 10, Section 2485, Division 3 of the California Code of Regulations “Airborne
Toxic Control Measure.” For a detailed description of the health effects of air pollutants refer to Section 2.6 of
the Project’s Air Quality Report (Technical Appendix A).
Impact Analysis for Construction Emissions
For purposes of this analysis, it is assumed that construction of the Project would occur from January 2015 to
September 2015. If construction activities actually occur at a later date than assumed in this analysis, emissions
associated with construction vehicle exhaust would be less than disclosed below due to the application of more
restrictive regulatory requirements for construction equipment and the ongoing replacement of older
construction fleet equipment with newer, less-polluting equipment by construction contractors, as contained in
the CalEEMod model. The Project’s construction characteristics and construction equipment fleet assumptions
used in the analysis were previously described in Section 3.0, Project Description.
The calculated maximum daily emissions associated with the construction of the Project are presented in Table
1.
Table 1 Summary of Construction-Related Emissions
Note: Refer to Appendix A of the Air Quality Impact Analysis (Technical Appendix A) for the CalEEMod™ output files and additional
hand calculations for the estimated emissions.
Source: (Urban Crossroads, 2014a, Table 3-4)
As shown in Table 1, the Project-related construction emissions of carbon monoxide (CO), sulfur oxides (SOX),
and particulate matter (PM10 and PM2.5) would not exceed SCAQMD regional criteria thresholds. Accordingly,
the Project would not emit substantial concentrations of these pollutants during construction and would not
contribute to an existing or projected air quality violation, on a direct or cumulatively considerable basis.
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Impacts associated with construction‐related emissions of CO, SOX, PM10 and PM2.5 would be less than
significant and mitigation is not required.
The Project is projected to exceed the SCAQMD regional criteria pollutant threshold for emissions of Volatile
Organic Compounds (VOCs) and Nitrogen Oxides (NOX) during construction. The SCAB does not attain the
State standard for NOX concentrations. Furthermore, both VOCs and NOX are precursors for ozone, a pollutant
for which the SCAB does not attain Federal or State standards. Accordingly, the Project’s emissions of VOCs
and NOX during construction would violate the SCAQMD regional threshold for these pollutants and would
result in a considerable net increase of criteria pollutants for which the Project region is in nonattainment. This
impact is significant and mitigation is required.
Implementation of Mitigation Measures MM-AQ-1 and MM-AQ-2 would reduce Project emissions of NOX and
VOCs during construction by requiring the usage of Zero-Volatile Organic Compound paints and/or the
application of paints with “High Pressure Low Volume (HPLV)” applications, as well as placing limitations on
the construction/grading activities that can take place on the Project site. As shown in Table 2, Summary of
Construction-Related Emissions (With Mitigation), implementation of these mitigation measures would reduce
the Project’s construction-related VOC and NOX emissions below the SCAQMD significance thresholds.
Accordingly, with implementation of Mitigation Measures MM-AQ-1 and MM-AQ-2, the Project would not
violate or contribute substantially to an existing or projected air quality violation, and construction‐related
impacts associated with VOCs and NOX emissions would be reduced to less than significant.
Table 2 Summary of Construction-Related Emissions (With Mitigation)
Note: Refer to Appendix A of the Air Quality Impact Analysis (Technical Appendix A) for the CalEEMod™ output files and additional
hand calculations for the estimated emissions.
Source: (Urban Crossroads, 2014a, Table 3-5)
Mitigation for Construction-Related Emissions
MM AQ-1 Prior to building permit issuance, the City shall verify that the following note is specified on all
building plans. Project contractors shall be required to comply with these notes and maintain
written records of such compliance that can be inspected by the City of San Bernardino upon
request. This note shall also be specified in bid documents issued to prospective construction
contractors.
a) All surface coatings shall consist of Zero-Volatile Organic Compound paints (no more than
150 gram/liter of VOC) and/or be applied with High Pressure Low Volume (HPLV)
applications consistent with SCAQMD Rule 1113.
MM AQ-2 Prior to grading permit and building permit issuance, the City shall verify that the following notes
are specified on all grading and building plans. Project contractors shall be required to comply
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with these notes and permit periodic inspection of the construction site by City of San Bernardino
staff to confirm compliance. These notes shall also be specified in bid documents issued to
prospective construction contractors.
a) The construction contractor shall utilize off-road diesel-powered construction equipment
(greater than or equal to 150 horsepower) certified California Air Resources Board Tier 3 or
better.
b) The construction contractor shall assure that no more than 10 acres (surface area) of land or
topsoil is actively disturbed on any given day.
c) During grading activities, the construction contractor shall maintain a list of diesel powered
construction equipment used on-site, including type/engine year of equipment, number of
equipment, and equipment horsepower. The construction contractor shall also maintain a log
of the daily operating hours of each piece of diesel-powered equipment during the grading
phase by horsepower-hours. The construction contractor shall assure that the usage of diesel
powered construction equipment does not exceed 34,360 horsepower-hours per day during
grading activities.
d) Temporary signs shall be placed on the construction site at equipment staging areas
indicating that heavy duty trucks and diesel powered construction equipment are prohibited
from idling for more than five (5) minutes. The signs shall be installed before construction
activities commence and remain in place during the duration of construction activities at all
loading, unloading, and equipment staging areas.
e) The construction contractor shall provide temporary traffic controls in conformance with the
applicable requirements of the California Manual on Uniform Traffic Control Devices, such
as a flag person, during all phases of construction to facilitate traffic flow along Waterman
Avenue.
f) The construction contractor shall assure that all delivery trucks utilize the most direct route
between the Project site and Interstate 10 via Waterman Avenue and/or Interstate 215 via
Mill Street to Waterman Avenue.
Although the Project’s construction emissions of particulate matter (PM10 and PM2.5) would be less than
significant, the following mitigation measures are recommended to further reduce the Project’s less-than-
significant impact.
MM AQ-3 The Project shall comply with the provisions of South Coast Air Quality Management District
Rule 403, “Fugitive Dust.” Rule 403 requires implementation of best available dust control
measures during construction activities that generate fugitive dust, such as earth moving, grading,
and equipment travel on unpaved roads. Prior to grading permit issuance, the City of San
Bernardino shall verify that the following notes are specified on the grading plan. Project
construction contractors shall be required to ensure compliance with the notes and permit periodic
inspection of the construction site by City of San Bernardino staff or its designee to confirm
compliance. These notes shall also be specified in bid documents issued to prospective
construction contractors.
a) All clearing, grading, earth-moving, and excavation activities shall cease when winds exceed
25 miles per hour.
b) During grading and ground-disturbing construction activities, the construction contractor
shall ensure that all unpaved roads, active soil stockpiles, and areas undergoing active
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ground disturbance within the Project site are watered at least three (3) times daily during
dry weather. Watering, with complete coverage of disturbed areas by water truck, sprinkler
system, or other comparable means, shall occur in the mid-morning, afternoon, and after
work is done for the day.
c) Temporary signs shall be installed on the construction site along all unpaved roads indicating
a maximum speed limit of 15 miles per hour (MPH). The signs shall be installed before
construction activities commence and remain in place for the duration of construction
activities that include vehicle activities on unpaved roads.
d) The cargo area of all vehicles hauling soil, sand, or other loose earth materials shall be
covered.
MM AQ-4 The Project shall comply with the provisions of South Coast Air Quality Management District
Rule 1186 “PM10 Emissions from Paved and Unpaved Roads and Livestock Operations” and
Rule 1186.1, “Less-Polluting Street Sweepers” by complying with the following requirements.
To ensure and enforce compliance with these requirements and reduce the release of criteria
pollutant emissions into the atmosphere during construction, prior to grading and building permit
issuance, the City of San Bernardino shall verify that the following notes are included on the
grading and building plans. Project construction contractors shall be required to ensure
compliance with the notes and permit periodic inspection of the construction site by City of San
Bernardino staff or its designee to confirm compliance. The notes also shall be specified in bid
documents issued to prospective construction contractors.
a) If visible dirt or accumulated dust is carried onto paved roads during construction, the
contractor shall remove such dirt and dust at the end of each work day by street cleaning.
b) Street sweepers shall be certified by the South Coast Air Quality Management District as
meeting the Rule 1186 sweeper certification procedures and requirements for PM10-efficient
sweepers. All street sweepers having a gross vehicle weight of 14,000 pounds or more shall
be powered with alternative (non-diesel) fuel or otherwise comply with South Coast Air
Quality Management District Rule 1186.1.
Impact Analysis for Operational Emissions
The proposed Project would be operated as a logistics warehouse facility. Operational activities at logistics
centers generate air pollutant emissions from vehicular travel, usage of cargo handling equipment, landscape
maintenance, application of architectural coatings, and the use of electricity and natural gas. Long term
operational emissions associated with the Project are presented in Table 3, Summary of Peak Operational
Emissions.
As summarized in Table 3, Project‐related operational emissions of VOC, NOX, CO, SOX, PM10 and
PM2.5 would not exceed SCAQMD regional criteria thresholds. Accordingly, the Project would not
emit substantial concentrations of these pollutants during long‐term operation and would not contribute to an
existing or projected air quality violation. Impacts associated with long‐term emissions of VOC, NOX, CO, SOX,
PM10 and PM2.5 would be less than significant and mitigation is not required.
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Table 3 Summary of Peak Operational Emissions
Source: (Urban Crossroads, 2014a, Table 3-6)
Mitigation for Operational-Related Emissions
Although the Project’s construction emissions of NOX would be less than significant, the following mitigation
measures are recommended to further reduce the Project’s less-than-significant impact.
MM AQ-5 Legible, durable, weather-proof signs shall be placed at truck access gates, loading areas, and
truck parking areas that identify applicable California Air Resources Board (CARB) anti-idling
regulations. At a minimum each sign shall include: 1) instructions for truck drivers to shut off
engines when not in use; 2) instructions for drivers of diesel trucks to restrict idling to no more
than five (5) minutes; and 3) telephone numbers of the building facilities manager and the CARB
to report violations. Prior to occupancy permit issuance, the City of San Bernardino shall conduct
a site inspection to ensure that the signs are in place.
MM AQ-6 Prior to the issuance of building permits, the City of San Bernardino shall verify that the parking
lot striping and security gating plan allows for adequate truck stacking at gates to prevent queuing
of trucks outside the property.
MM AQ-7 Prior to the issuance of occupancy permits, the City of San Bernardino shall verify that a sign has
been installed at each exit driveway, providing directional information to the City’s truck route.
Text on the sign shall read “To Truck Route” with a directional arrow.
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c) Result in a cumulatively considerable net increase of any criteria pollutant for which the project
region is non-attainment under an applicable federal or state ambient air quality standard
(including releasing emissions that exceed quantitative thresholds for ozone precursors)?
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (SCAQMD, 2013; Urban Crossroads, 2014a; Urban Crossroads, 2014b)
The Project area is located in the SCAB, which is designated as a non-attainment area for ozone and PM10 and
PM2.5. The evaluation of Project‐specific air pollutant emissions presented in the preceding analysis under Issue
III(b) demonstrates that the Project would not exceed any applicable thresholds that are designed to assist the
region in attaining the applicable state and national ambient air quality standards, with the application of
required mitigation measures. Furthermore, as described under the response to Issue III(b), the Project would
comply with the mandatory requirements of SCAQMD’s Rule 403 (fugitive dust control) during construction, as
well as all other adopted AQMP emissions control measures. The Project also would be required to comply with
California Code of Regulations Title 13, Division 3, and specifically its Chapter 1, Article 4.5, Section 2025,
“Regulation to Reduce Emissions of Diesel Particulate Matter, Oxides of Nitrogen and Other Criteria Pollutants,
from In-Use Heavy-Duty Diesel-Fueled Vehicles” and its Chapter 10, Article 1, Section 2485, “Airborne Toxic
Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling.” Compliance with all these
measures, which are imposed on all development projects in the SCAB, would minimize emissions of ozone
precursors and PM10 and PM2.5.
SCAQMD considers all individual project air pollutant emissions that exceed the SCAQMD regional thresholds
to also be cumulatively considerable. Conversely, if a project does not exceed the SCAQMD regional
thresholds, then SCAQMD considers that project’s air pollutant emissions to be less than cumulatively
considerable. As described above under the response to Issue III(b), the Project would not exceed SCAQMD
regional thresholds for any criteria pollutant, including air pollutants for which the Project region is in non-
attainment of applicable Federal and State standards (i.e., ozone and its precursors, PM10 and PM2.5), after the
application of required mitigation. Therefore, the Project’s operational air emissions would be less than
cumulatively considerable.
Mitigation
Mitigation Measures MM AQ-1 and MM AQ-2 shall apply.
d) Expose sensitive receptors to substantial pollutant concentrations?
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (SCAQMD, 2013; Urban Crossroads, 2014a; Urban Crossroads, 2014b; Urban Crossroads, 2014c))
The following provides an analysis of the Project’s potential to expose sensitive receptors in the immediate
vicinity of the Project site to substantial pollutant concentrations during Project construction and long-term
operation. For a detailed description of the health effects of air pollutants refer to Section 2.6 of the Project’s
Air Quality Report (Technical Appendix A). The following analysis is based on the applicable significance
thresholds established by the SCAQMD. This analysis assumes that the proposed Project would comply with
applicable, mandatory regional air quality standards, including: SCAQMD Rule 403, “Fugitive Dust;”
SCAQMD Rule 431.2, “Sulfur Content of Liquid Fuels;” SCAQMD Rule 1113, “Architectural Coatings;”
SCAQMD Rule 1186, “PM10 Emissions from Paved and Unpaved Roads, and Livestock Operations;”
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SCAQMD Rule 1186.1, “Less-Polluting Street Sweepers,” and Title 13, Chapter 10, Section 2485, Division 3 of
the California Code of Regulations “Airborne Toxic Control Measure.”
Impacts Analysis for Construction Localized Emissions
Sensitive receptors in the immediate vicinity of the Project site, including but not limited to the residential land
use located immediately to the north of the Project site, would be exposed to localized emissions (e.g.
construction tailpipe emissions, dust) during Project construction. The most intensive construction activities on-
site would occur during site preparation and grading. Table 4 and Table 6 summarize the estimated localized air
pollutant emission concentrations associated with proposed preparation and grading of the Project site,
respectively.
As summarized in Table 4, the Project would exceed the SCAQMD’s localized significant threshold for PM10
emissions during the site preparation phase of construction, but site preparation activities would not exceed the
applicable localized significance thresholds for NOX, CO, or PM2.5. Implementation of Mitigation Measures
MM AQ-1 and MM AQ-2 would reduce localized emissions of PM10 during site preparation construction
activities to less-than-significant levels (refer to Table 5, Localized Emissions for Site Preparation (With
Mitigation)).
As summarized in Table 6, the Project’s emissions of NOX, CO, PM10, and PM2.5 would not exceed the
SCAQMD’s significance thresholds during the grading phase of construction. Accordingly, proposed
construction of the Project would not expose sensitive receptors in the vicinity of the Project site to substantial
pollutant concentrations. Impacts would be less than significant.
Mitigation for Construction Localized Emissions
Mitigation Measures MM AQ-1 and MM AQ-2 shall apply.
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Table 4 Localized Emissions for Site Preparation
Note: Refer to Appendix A of the Air Quality Impact Analysis (Technical Appendix A) for the CalEEMod™ output files and additional
hand calculations for the estimated emissions. Source: (Urban Crossroads, 2014a, Table 3-8)
Table 5 Localized Emissions for Site Preparation (With Mitigation)
Note: Refer to Appendix A of the Air Quality Impact Analysis (Technical Appendix A) for the CalEEMod™ output files and additional
hand calculations for the estimated emissions. Source: (Urban Crossroads, 2014a, Table 3-10)
Table 6 Localized Emissions for Grading
Note: Refer to Appendix A of the Air Quality Impact Analysis (Technical Appendix A) for the CalEEMod™ output files and additional
hand calculations for the estimated emissions. Source: (Urban Crossroads, 2014a, Table 3-9)
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Impact Analysis for Operational Localized Emissions
The Project’s estimated operational localized emissions are presented in Table 7, Summary of Operational
Localized Emissions. As shown, estimated Project-related long-term operational emissions would not exceed
the localized thresholds established by the SCAMQD. Accordingly, long-term operation of the Project would
not result in the exposure of any sensitive receptors to substantial pollutant concentrations. Impacts would be
less than significant and no mitigation would be required.
Table 7 Summary of Operational Localized Emissions
Note: Refer to Appendix A of the Air Quality Impact Analysis (Technical Appendix A) for the CalEEMod™ output
files and additional hand calculations for the estimated emissions.
Source: (Urban Crossroads, 2014a, Table 3-12)
CO “Hot Spot”
Localized areas where ambient CO concentrations exceed the CAAQS and/or NAAQS are termed CO “hot
spots.” Emissions of CO are produced in greatest quantities from motor vehicle combustion and are usually
concentrated at or near ground level because they do not readily disperse into the atmosphere, particularly under
cool, stable (i.e., low or no wind) atmospheric conditions. Consequently, the highest CO concentrations are
generally found within close proximity to congested intersection locations.
Carbon monoxide decreased dramatically in the SCAB with the introduction of the catalytic converter in 1975.
No CO concentrations in excess of the CAAQS and/or NAAQS have been recorded at monitoring stations in the
SCAB for at least the last three (3) years and the SCAB is currently designated as a CO attainment area for both
the CAAQS and NAAQS. Table 2-3 of the Air Quality Impact Analysis (Technical Appendix A) indicates that
the maximum CO levels over the last three (3) years are 4.8 parts per million (ppm) (1-hour average) and 1.7
ppm (8-hour average) as compared to the CAAQS threshold of 20 ppm (1-hour average) and 9.0 ppm (8-hour
average) and the NAAQS threshold of 35 ppm (1-hour average) and 9.0 ppm (8-hour average) (Urban
Crossroads, 2014a, p. 14). Based on the Project’s estimated CO emission levels during construction activities
and long-term operation, CO levels at intersections that would receive Project-related traffic would not rise to
such a degree so as to exceed the CAAQS and/or NAAQS thresholds.
Regardless, for purposes of providing a conservative, worst‐case impact analysis, the potential for the proposed
Project to cause or contribute to CO hotspots was evaluated by comparing the study area intersections that
would receive Project traffic (both intersection geometry and traffic volumes) with prior studies conducted by
the SCAQMD in support of their AQMPs. In the 2003 AQMP, the SCAQMD evaluated CO concentrations at
four (4) busy intersections in the City of Los Angeles that were determined to be the most congested
intersections in the SCAB. Each of the evaluated intersections were primary thoroughfares, some of which were
located near major freeway on/off ramps, and experienced traffic volumes of approximately 100,000 vehicles
per day. The SCAQMD’s hot spot analysis at these busy intersections did not predict any violation of CO
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standards. Based on an analysis of the intersections in the Project’s study area, Urban Crossroads determined
that none of the intersections in the Project’s study area would be subject to the extreme traffic volumes and
vehicle congestion of the intersections modeled by the SCAQMD in the 2003 AQMP (Urban Crossroads, 2014a,
p. 44). Furthermore, a study prepared by the Bay Area Air Quality Management District (BAAQMD)
determined that under existing and future vehicle emission rates, a given project would have to increase traffic
volumes at a single intersection by more than 44,000 vehicles per hour—or 24,000 vehicles per hour where
vertical and/or horizontal air does not mix—in order to generate a significant CO “Hot Spot” impact. The
proposed Project would only generate 722 total vehicle trips over an entire day (976 Passenger Car Equivalent
trips) and would not remotely approach the volume of hourly traffic required to generate a CO “Hot Spot”
(Urban Crossroads, 2014a, p. 44). Therefore, Project-related vehicular emissions would not create a CO “hot
spot” and would not substantially contribute to an existing or projected CO “hot spot”. Impacts would be less
than significant and mitigation is not required.
Diesel Particulate Emissions
The Project’s operational activities would generate/attract diesel-fueled trucks. Diesel trucks produce diesel
particulate matter (DPM), which is known to be associated with health hazards, including cancer. To evaluate
the Project’s potential to expose nearby sensitive receptors to substantial amounts of DPM during long-term
operation, a Mobile Source Health Risk Assessment was prepared for the proposed Project (Technical Appendix
B).
Project-related DPM health risks were evaluated under three (3) receptor scenarios, which are described below.
Detailed air dispersion model outputs and risk calculations are presented in Appendices 5.1 and 5.2,
respectively, of Technical Appendix B.
At the maximally exposed individual receptor (MEIR) (the residential land use immediately to the north of the
Project site), the maximum cancer risk attributable to the proposed Project’s DPM emissions is calculated to be
1.51 in one million (assuming that the resident(s) at this property would stay at their home 24 hours per day,
seven (7) days per week, 365 days per year, for 70 years). A cancer risk of 1.51 in one million would not
exceed the SCAQMD cancer risk threshold of 10 in one million (Urban Crossroads, 2014c, p. 7). At this same
location, the non-cancer health risk index attributable to the proposed Project would be 0.001, which would not
exceed the SCAQMD non-cancer health risk index of 1.0 (Urban Crossroads, 2014c, p. 7). Accordingly, long-
term operations at the Project site would not directly cause or contribute in a cumulatively considerable manner
to the exposure of residential receptors to substantial DPM emissions. Therefore, the Project would result in
less-than-significant impacts and no mitigation is required.
At the maximally exposed individual worker (MEIW), modeled at the intersection of Mill Street and South
Waterman Avenue 0.25-mile to the southwest of the Project site, the maximum cancer risk attributable to the
proposed Project’s DPM emissions is calculated to be 0.32 in one million, which would not exceed the
SCAQMD cancer risk threshold of 10 in one million (Urban Crossroads, 2014c, p. 7). The MEIW analysis
assumes the employees would work in the Project area for 40 years. At this same location, the non-cancer health
risk index attributable to the proposed Project would be 0.001, which would not exceed the SCAQMD non-
cancer health risk index of 1.0 (Urban Crossroads, 2014c, pp. 7-8). Accordingly, long-term operations at the
Project site would not directly cause or contribute in a cumulatively considerable manner to the exposure of
nearby workers to substantial DPM emissions. Therefore, the Project would result in less-than-significant
impacts and no mitigation is required.
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At the maximally exposed individual school child (MEISC), the maximum cancer risk attributable to the
proposed Project’s DPM emissions is calculated to be 0.139 in one million and the non-cancer health risk index
attributable to the proposed Project’s DPM emissions would be 0.00069 (Urban Crossroads, 2014c, p. 8). Both
the estimated cancer risk and non-cancer health risk index would not exceed SCAQMD thresholds of
significance (10 in one million and 1.0, respectively). Accordingly, long-term operations at the Project site
would not directly cause or contribute in a cumulatively considerable manner to the exposure of nearby school
child receptors to substantial DPM emissions. Therefore, the Project would result in less-than-significant
impacts and no mitigation is required.
Conclusion
As indicated in the above analysis, the Project would not expose sensitive receptors to substantial localized
emissions during construction of operation. Impacts would be less than significant and no mitigation is required.
e) Create objectionable odors affecting a substantial number of people?
Finding: Less-than-Significant Impact
Source: (Urban Crossroads, 2014a)
The Project could produce odors during proposed construction activities resulting from construction equipment
exhaust, application of asphalt, and/or the application of architectural coatings; however, standard construction
practices would minimize the odor emissions and their associated impacts. Furthermore, any odors emitted
during construction would be temporary, short-term, and intermittent in nature, and would cease upon the
completion of the respective phase of construction. In addition, construction activities on the Project site would
be required to comply with SCAQMD Rule 402, which prohibits the discharge of odorous emissions that would
create a public nuisance. Accordingly, the proposed Project would not create objectionable odors affecting a
substantial number of people during construction, and short-term impacts would be less than significant.
During long-term operation, the proposed Project would include warehouse distribution land uses, which are not
typically associated with objectionable odors. The temporary storage of refuse associated with the proposed
Project’s long-term operational use could be a potential source of odor; however, Project-generated refuse is
required to be stored in covered containers and removed at regular intervals in compliance with the City’s solid
waste regulations, thereby precluding any significant odor impact. Furthermore, the proposed Project would be
required to comply with SCAQMD Rule 402, which prohibits the discharge of odorous emissions that would
create a public nuisance, during long-term operation. As such, long-term operation of the proposed Project
would not create objectionable odors affecting a substantial number of people.
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IV. BIOLOGICAL RESOURCES – Would the
project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No
Impact
a) Have a substantial adverse effect, either
directly or through habitat modifications, on
any species identified as a candidate,
sensitive, or special status species in local or
regional plans, policies, or regulations, or by
the California Department of Fish and
Wildlife or U.S. Fish and Wildlife Service?
b) Have a substantial adverse effect on any
riparian habitat or other sensitive natural
community identified in local or regional
plans, policies, regulations, or by the
California Department of Fish and Wildlife
or U.S. Fish and Wildlife Service?
c) Have a substantial adverse effect on federally
protected wetlands as defined by Section 404
of the Clean Water Act (including but not
limited to, marsh, vernal pool, coastal, etc.)
through direct removal, filling hydrological
interruption, or other means?
d) Interfere substantially with the movement of
any native resident or migratory wildlife
corridors, or impede the use of native wildlife
nursery sites?
e) Conflict with any local policies or ordinances
protecting biological resources, such as a tree
preservation policy or ordinance?
f) Conflict with the provisions of an adopted
Habitat Conservation Plan, Natural
Community Conservation Plan, or other
approved local, regional, or state habitat
conservation plan?
Impact Analysis
a) Have a substantial adverse effect, either directly or through habitat modifications, on any species
identified as a candidate, sensitive, or special status species in local or regional plans, policies, or
regulations, or by the California Department of Fish and Wildlife or U.S. Fish and Wildlife
Service?
Finding: Less-than-Significant Impact
Source: (RBF, 2014; RBF 2015)
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No special-status species plant or animal species were observed on the Project site during a field survey
conducted by RBF on July 24, 2014. Because of historic (dating to approximately 1901) and on-going
development and disturbance on the Project site, the Project site does not contain suitable habitat for sensitive
biological resources and has a low potential to support sensitive plant or animal species known to occur within
the general area, including the burrowing owl (RBF, 2014, pp. 16-19; RBF, 2015, n.p.). Refer to Threshold IVd.
(below) for further discussion of potential impacts to the burrowing owl. Accordingly, the Project would not
have a substantial adverse effect on any species identified as a candidate, sensitive, or special status species.
Impacts would be less-than-significant and no mitigation is required.
b) Have a substantial adverse effect on any riparian habitat or other sensitive natural community
identified in local or regional plans, policies, regulations, or by the California Department of Fish
and Wildlife or U.S. Fish and Wildlife Service?
Finding: Less-than-Significant Impact
Source: (RBF, 2014)
RBF observed three (3) distinct vegetative/habitat types on the Project site during a field survey conducted on
July 24, 2014: Ruderal, Disturbed, and Developed (RBF, 2014, p. 11). None of the observed on-site vegetation
types are considered riparian habitats, nor are any of the habitats on the Project site identified as sensitive
natural communities in local or regional plans, policies, or regulations, or by the California Department of Fish
and Wildlife (CDFW) or the United States Fish and Wildlife Service (USFWS).
The Project would construct an off-site storm drain outlet within the Twin Creek Channel. The Twin Creek
Channel qualifies as both “Waters of the U.S.” and “Waters of the State,” and, therefore, falls under the
jurisdictional authority of the United States Army Corps of Engineers (Corps), Regional Water Quality Control
Board (RWQCB), and the CDFW. The storm drain outlet would be installed above the Ordinary High Water
Mark of the Channel and, therefore, would be exempt from having to obtain regulatory approvals from the
Corps and RWQCB. However, the storm drain outlet would be installed within an area under the jurisdictional
authority of the CDFW and would require CDFW approval of a Section 1602 Streambed Alteration Agreement
pursuant to State law. The Project’s mandatory compliance with the Section 1602 Streambed Alteration
Agreement would ensure that construction of the proposed storm drain outlet would not result in a substantial,
adverse effect to the Channel or its downstream areas. Furthermore, the proposed storm drain outlet would only
receive water during rain events and is not expected to result in any appreciable increase in discharge into the
downstream Santa Ana River that could adversely affect downstream natural habitats (RBF, 2014, pp. 15-16).
No temporary or permanent impacts to the Twin Creek Channel would occur from the proposed removal of a
railroad bridge that spans the channel because no physical disturbance would occur to the Channel associated
with bridge removal. The majority of the bridge removal work would be performed from the bridge deck
spanning the Channel. The deck is proposed to be removed working from one side of the bridge back toward
the other side to allow for the bridge deck to serve as a working platform. Once the wood framing has been
removed, fastening points would be cut and the bridge beams spanning the Channel would be rigged and hoisted
to a staging area alongside the Channel to await transport off-site. The concrete abutment that is an integral part
of the Channel will remain in place and there would be no affect to any riparian habitat. Accordingly,
implementation of the Project would not result in a substantial adverse effect on any riparian habitat or other
sensitive natural community identified in local or regional plans, policies, regulations, or by the CFFW or
USFWS. The Project would result in a less-than-significant impact.
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Mitigation
Although the Project’s impacts to sensitive communities protected by CDFW policies and regulations would be
less than significant, Mitigation Measure MM BI-1 is recommended to ensure that compliance with applicable
regulations occurs prior to construction.
MM BI-1 The Project Applicant shall obtain a Section 1602 Streambed Alteration Agreement from the
California Department of Fish and Wildlife (CDFW) for the installation of a drainage outlet
within the Twin Creek Channel. Prior to the issuance of permits for improvements within the
Twin Creek Channel, the Project Applicant shall provide evidence to the City of San Bernardino
Community Development Department that a Section 1602 Streambed Alteration Agreement has
been issued for the Project.
c) Have a substantial adverse effect on federally protected wetlands as defined by Section 404 of the
Clean Water Act (including but not limited to, marsh, vernal pool, coastal, etc.) through direct
removal, filling hydrological interruption, or other means?
Finding: Less-than-Significant Impact
Source: (RBF, 2014)
The Project site does not contain any federally protected aquatic resources, including marshes, vernal pools, or
coast line (RBF, 2014, pp. 11-13). The Project would construct an off-site storm drain outlet within the Twin
Creek Channel, which meets the criteria for “Waters of the U.S.” and, therefore, falls under the jurisdictional
authority of the United States Army Corps of Engineers (Corps). However, the storm drain outlet would be
installed above the Ordinary High Water Mark of the Channel and, therefore, would be exempt from having to
obtain regulatory approvals from the Corps. Furthermore, the proposed storm drain outlet would only receive
water during rain events and is not expected to result in any appreciable increase in discharge into the
downstream Santa Ana River that could adversely affect downstream natural habitats. (RBF, 2014, pp. 15-16)
No temporary or permanent impacts to the Twin Creek Channel would occur from the proposed removal of a
railroad bridge that spans the channel because no physical disturbance would occur to the Channel associated
with bridge removal. The concrete abutment that is an integral part of the Channel will remain in place and
there would be no affect to any federally protected wetlands. Accordingly, the Project would not have a
substantial adverse effect on federally protected wetlands as defined by Section 404 of the Clean Water Act.
Impacts would be less than significant.
d) Interfere substantially with the movement of any native resident or migratory wildlife corridors,
or impede the use of native wildlife nursery sites?
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (RBF, 2014; RBF 2015)
The Project site is highly disturbed, is partially developed under existing conditions, and does not support a
diversity of native vegetation or wildlife. Developed areas surrounding the Project site block any terrestrial
wildlife movement from the north, south, east or west. The Twin Creek Channel is located adjacent to the
Project’s eastern/southeastern boundary; however, the Channel is completely improved under existing
conditions (i.e., concrete-lined) and does not support natural habitat or serve as a wildlife movement corridor.
Accordingly, the Project would not disrupt wildlife movement in the Project area.
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The proposed Project would result in the removal of vegetation (i.e., trees and shrubs) on a portion of the Project
site with the potential to support nesting migratory birds that are protected by the Migratory Bird Treaty Act
(MBTA) and California Fish and Game Code. The Project’s potential to impact nesting migratory birds is a
significant direct impact for which mitigation is required.
RBF did not observe the burrowing owl on the Project site during a site survey on July 24, 2014 (RBF, 2014, p.
14). RBF also did not observe any burrowing owl burrows or signs of burrowing owl use of the property (i.e.,
direct observation, aural detection, pellets, white wash, feathers, or prey remains) during a site survey conducted
on January 8, 2015. Because of on-going human activities on the Project site (including operation of
commercial and industrial businesses, a residence, and routine disking of undeveloped areas), the burrowing owl
is presumed absent from the Project site (RBF, 2015, n.p). Regardless, out of an abundance of caution, this
MND recommends mitigation to preclude potential impacts to the burrowing owl and ensure compliance with
the MBTA and California Fish and Game Code.
Mitigation
MM BI-2 No sooner than 30 days prior to and no later than 14 days prior to grading activities, a qualified
biologist shall conduct a survey of the Project’s proposed impact footprint and make a
determination regarding the presence or absence of the burrowing owl. A second survey shall be
conducted within 24 hours prior to ground disturbing activities. The determination shall be
documented in a report and shall be submitted, reviewed, and accepted by the City of San
Bernardino Community Development Department prior to the issuance of a grading permit and
subject to the following provisions:
a) In the event that the pre-construction survey identifies no burrowing owls in the impact area,
a grading permit may be issued without restriction.
b) In the event that the pre-construction survey indicates the Project’s proposed impact footprint
is occupied by burrowing owl, then prior to the issuance of a grading permit and prior to the
commencement of ground-disturbing activities on the property, a qualified biologist shall
develop a mitigation strategy in accordance with the California Department of Fish and
Wildlife Staff Report on Burrowing Owl Mitigation (dated March 7, 2012), which may
include passive or active relocation of burrowing owls. Passive relocation, including the
required use of one-way doors to exclude owls from the site and the collapsing of burrows,
will occur if the biologist determines that the proximity and availability of alternate habitat is
suitable for successful passive relocation. Passive relocation shall follow CDFW relocation
protocol and shall only occur between September 15 and February 1. If proximate alternate
habitat is not present as determined by the biologist, active relocation shall follow CDFW
relocation protocol. The biologist shall confirm in writing that the species has fledged the
site or been relocated prior to the issuance of a grading permit.
MM BI-3 Prior to the issuance of grading permits, a nesting migratory bird survey shall be completed in
accordance with the following requirements:
a) A migratory nesting bird survey of the Project’s impact footprint shall be conducted by a
qualified biologist within three (3) days prior to initiating vegetation clearing or ground
disturbance.
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b) A copy of the migratory nesting bird survey results report shall be provided to the City of
San Bernardino Community Development Department. If the survey identifies the presence
of active nests, then the qualified biologist shall provide the Community Development
Department with a copy of maps showing the location of all nests and an appropriate buffer
zone around each nest sufficient to protect the nest from direct and indirect impact. The size
and location of all buffer zones, if required, shall be subject to review and approval by the
Community Development Department and shall be no less than a 300-foot radius around the
nest for non-raptors and a 500-foot radius around the nest for raptors. The nests and buffer
zones shall be field checked weekly by a qualified biological monitor. The approved buffer
zone shall be marked in the field with construction fencing, within which no vegetation
clearing or ground disturbance shall commence until the qualified biologist verifies that the
nests are no longer occupied and the juvenile birds can survive independently from the nests.
e) Conflict with any local policies or ordinances protecting biological resources, such as a tree
preservation policy or ordinance?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2009; RBF, 2014)
City of San Bernardino Ordinance MC-1027 and MC-682 (Municipal Code, Title 15, Chapter 15.34) prohibits
the removal and/or destruction of more than five (5) trees from a development site within a 36-month period
without first being issued a tree removal permit by the City. Per the Municipal Code, a written application must
be filed with the City prior to the destruction or removal of the trees and the City will issue a permit to allow the
removal of the trees if the City can make findings that the trees can be removed without detriment to the
environment and welfare of the community. The Project site contains ornamental landscaping associated with
the existing commercial, industrial, and residential uses on the site, including more than five (5) trees. Prior to
removal of these trees from the site, the Project Applicant would be required to comply with the provisions of
Chapter 15.34 of the City of San Bernardino Municipal Code. Mandatory compliance with the requirements of
the Municipal Code would ensure the Project would not conflict with the City of San Bernardino’s ordinances
regarding tree removal. As such, a less than significant impact would occur.
The City of San Bernardino Municipal Code also contains hillside development management provisions to
ensure that development does not adversely affect the natural and topographic character of existing hillsides and
also preserves native plant materials and natural hydrology (Municipal Code, Title 19, Chapter 19.17). The
Project site is relatively flat and located in a low-lying portion of the City. The Project site is not located on or
near any hillside or ridgeline and is not located within the City’s Hillside Management Overlay District.
Accordingly, implementation of the Project has no potential to conflict with the City of San Bernardino’s
ordinances and policies related to hillside development
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f) Conflict with the provisions of an adopted Habitat Conservation Plan, Natural Community
Conservation Plan, or other approved local, regional, or state habitat conservation plan?
Finding: No Impact
Source: (RBF, 2014)
The Project site is not located within the boundaries of any adopted Habitat Conservation Plan, Natural
Community Conservation Plan, or other approved local, regional, or state habitat conservation plan. Therefore,
no impact would occur.
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V. CULTURAL RESOURCES – Would the
project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Cause a substantial adverse change in the
significance of a historical resource as
defined in CEQA Section 15064.5?
b) Cause a substantial adverse change in the
significance of an archaeological
resource pursuant to CEQA Section
15064.5?
c) Directly or indirectly destroy a unique
paleontological resource or site or unique
geologic feature?
d) Disturb any human remains, including
those interred outside formal cemeteries?
Impact Analysis
a) Cause a substantial adverse change in the significance of a historical resource as defined in CEQA
Section 15064.5?
Finding: Less-than-Significant Impact
Source: (BCR Consulting, 2014)
Based on a review of aerial photography, the Project site has been sporadically used for agriculture, residential,
and commercial land uses, often with a combination of concurrent uses, since 1901. The Project site also
contains a portion of the former alignment of the Pacific Electric railroad (although all tracks have been
removed from the subject property). The use of the property prior to 1901 is not known. Under existing
conditions, the Project site contains a vacant commercial building and storage area (formerly operated by a
building materials supply company), a commercial building and storage yard occupied by an active truck repair
business, a commercial building occupied by an active bail bond business, and one residence. The remainder of
the Project site is undeveloped and subject to routine disturbance as part of maintenance activities (i.e., discing).
The Project’s off-site improvement area features a bridge structure that was historically utilized by the Pacific
Electric railroad.
A cultural resources assessment of the Project site was conducted by BCR Consulting in September 2014. Based
on the site assessment, BCR Consulting determined that three (3) historic-period resources are present on the
Project site and the Project’s off-site impact area: the historic segment of the Pacific Electric Railway (including
the off-site bridge structure), the commercial building at 237 South Waterman Avenue, and the residential
building at 225 South Waterman Avenue. However, BCR concluded that the all of the observed historic features
on the Project site and off-site improvement area are not eligible for inclusion on the California Register of
Historical Resources because: 1) they are not associated with events that have made a significant contribution to
the broad patterns of California's history and cultural heritage; 2) they are not associated with the lives of
persons important to local, California or national history; 3) they do not embody the distinctive characteristics of
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a type, period, region or method of construction or represent the work of a master or possess high artistic values;
and 4) they have not yielded, nor do they have the potential to yield, information important to the prehistory or
history of the local area, California, or the nation. As such, there are no structures or features present that could
be considered a historical resource pursuant to CEQA Guidelines §15064.5(a). (BCR Consulting, 2014, pp. 11-
12) Based on the foregoing analysis, the proposed Project would result in a less-than-significant impact to
historic resources as defined by CEQA Guidelines §15064.5(a) and mitigation is not required.
b) Cause a substantial adverse change in the significance of an archaeological resource as defined in
CEQA Section 15064.5?
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (BCR Consulting, 2014)
Based on the results of a field survey and records search conducted by BCR Consulting, the Project site does not
contain any recorded or known archaeological resources (BCR Consulting, 2014, p. 9). Furthermore, due to the
Project site’s partially developed condition and the past and on-going disturbances on the undeveloped portions
of the site (i.e., discing for weed abatement), the potential for subsurface archaeological deposits to be present at
the Project site is considered low (BCR Consulting, 2014, p. 13). Regardless, there is a remote potential to
uncover archaeological resources during excavation and/or grading activities on the Project site. If significant
resources as defined in California Code of Regulations §15064.5 are unearthed, they could be significantly
impacted if not appropriately treated. The Project’s potential to impact previously undiscovered prehistoric
archaeological resources, which could result in an adverse change in the significance of the resources pursuant
to California Code of Regulations § 15064.5, is a significant impact for which mitigation is required.
Implementation of MM CR-1 and MM CR-2 would ensure that an archaeological monitoring program is
implemented during ground disturbing activities, and would ensure that any archaeological resources that may
be uncovered are appropriately treated as recommended by a qualified archaeologist. With implementation of
the required mitigation, the Project’s potential impact to archaeological resources would be reduced to the
maximum extent feasible and would be less than significant.
Mitigation
MM CR-1 Prior to the issuance of a grading permit, the Project Applicant or construction contractor shall
provide evidence to the City of San Bernardino Community Development Department that the
construction site supervisors and crew members involved with grading and trenching operations
are trained to recognize archaeological resources should such resources be unearthed during
ground-disturbing construction activities. If a suspected archaeological resource is identified on
the property, the construction supervisor shall be required by his contract to immediately halt and
redirect grading operations in a 100-foot radius around the find and seek identification and
evaluation of the suspected resource by a professional archaeologist. This requirement shall be
noted on all grading plans and the construction contractor shall be obligated to comply with the
note. The archaeologist shall evaluate the suspected resource and make a determination of
significance pursuant to California Public Resources Code Section 21083.2. If the resource is
significant, Mitigation Measure MM-CR-2 shall apply.
MM CR-2 If a significant archaeological resource(s) is discovered on the property, ground disturbing
activities shall be suspended 100 feet around the resource(s). The archaeological monitor and a
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representative of the appropriate Native American Tribe(s), the Project Applicant, and the City of
San Bernardino Community Development Department shall confer regarding mitigation of the
discovered resource(s). A treatment plan shall be prepared and implemented by the archaeologist
to protect the identified archaeological resource(s) from damage and destruction. A final report
containing the significance and treatment findings shall be prepared by the archaeologist and
submitted to the City of San Bernardino Community Development Department and the San
Bernardino Archaeological Information Center.
c) Directly or indirectly destroy a unique paleontological resource or site or unique geologic feature?
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (BCR Consulting, 2014)
The Project site does not contain any known unique geologic features, and no paleontological resources or sites
were observed by the Project archaeologist during field investigations (BCR Consulting, 2014, p. 9), However,
the Project site may be underlain at depth (i.e., 10 feet or more beneath the existing ground surface) with
Pleistocene-age alluvium soils, which are documented as having a high potential to contain significant non-
renewable paleontologic resources, depending upon its lithology and depositional context. It cannot be
determined from available geologic mapping at what depths such Pleistocene-era sediments might be
encountered, if present beneath the Project site; however, Pleistocene-era sediments have been encountered on
other properties in the Project vicinity at depths of 10 feet below the ground surface. (BCR Consulting, 2014,
Appendix B) In the event that Pleistocene-age alluvium soils are present below the ground surface within the
Project impact footprint and in the event that excavations associated with the Project disturb Pleistocene-age
soils, the Project could result in impacts to paleontological resources that may exist below the ground surface if
they are unearthed and not properly treated. The Project’s potential to directly or indirectly destroy unique
paleontological resources buried beneath the ground surface is therefore a significant impact and mitigation is
required.
Mitigation Measures MM CR-3 and MM CR-4 would ensure the proper identification and subsequent treatment
of any paleontological resources encountered during ground-disturbing activities associated with
implementation of the proposed Project. Therefore, with implementation of Mitigation Measures MM CR-3 and
MM CR-4, the Project’s potential impacts related to paleontological resources would be reduced to less-than-
significant.
Mitigation
MM CR-3 Prior to the issuance of a grading permit, the Project Applicant or construction contractor shall
provide evidence to the City of San Bernardino Community Development Department that the
construction site supervisors and crew members involved with grading and trenching operations
are trained to recognize paleontological resources (fossils) should such resources be unearthed
during ground-disturbing construction activities. If a suspected paleontological resource is
identified, the construction supervisor shall be required by his contract to immediately halt and
redirect grading operations in a 100-foot radius around the find and seek identification and
evaluation of the suspected resource by a qualified paleontologist meeting the definition of a
qualified vertebrate paleontologist given in the County of San Bernardino Development Code
Section 82.20.040. This requirement shall be noted on all grading plans and the construction
contractor shall be obligated to comply with the note. The significance of the discovered
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resources shall be determined by the paleontologist. If the resource is significant, Mitigation
Measure MM-CR-4 shall apply.
MM CR-4 If a significant paleontological resource is discovered on the property, discovered fossils or
samples of such fossils shall be collected and identified by a qualified paleontologist meeting the
definition of a qualified vertebrate paleontologist given in the County of San Bernardino
Development Code Section 82.20.040. Significant specimens recovered shall be properly
recorded, treated, and donated to the San Bernardino County Museum, Division of Geological
Sciences, or other repository with permanent retrievable paleontologic storage. A final report
shall be prepared and submitted to the City of San Bernardino that itemizes any fossils recovered,
with maps to accurately record the original location of recovered fossils, and contains evidence
that the resources were curated by an established museum repository.
d) Disturb any human remains, including those interred outside formal cemeteries?
Finding: Less-than-Significant Impact
Source: (BCR Consulting, 2014)
The Project site does not contain a cemetery and no known formal cemeteries are located within the immediate
site vicinity. Field surveys conducted on the Project site did not identify the presence of any human remains and
no human remains are known to exist beneath the surface of the site. (BCR Consulting, 2014, p. 9)
Nevertheless, the remote potential exists that human remains may be unearthed during grading and excavation
activities associated with Project construction.
If human remains are unearthed during Project construction, the construction contractor would be required by
law to comply with California Health and Safety Code, Section 7050.5 “Disturbance of Human Remains.”
According to Section 7050.5(b) and (c), if human remains are discovered, the County Coroner must be
contacted and if the Coroner recognizes the human remains to be those of a Native American, or has reason to
believe that they are those of a Native American, the Coroner is required to contact, by telephone within 24
hours, the Native American Heritage Commission (NAHC). Pursuant to California Public Resources Code
Section 5097.98, whenever the NAHC receives notification of a discovery of Native American human remains
from a county coroner, the NAHC is required to immediately notify those persons it believes to be most likely
descended from the deceased Native American. The descendants may, with the permission of the owner of the
land, or his or her authorized representative, inspect the site of the discovery of the Native American human
remains and may recommend to the owner or the person responsible for the excavation work means for
treatment or disposition, with appropriate dignity, of the human remains and any associated grave goods. The
descendants shall complete their inspection and make recommendations or preferences for treatment within 48
hours of being granted access to the site. According to Public Resources Code Section 5097.94(k), the NAHC is
authorized to mediate disputes arising between landowners and known descendants relating to the treatment and
disposition of Native American human burials, skeletal remains, and items associated with Native American
burials.
With mandatory compliance to California Health and Safety Code Section 7050.5 and Public Resources Code
Section 5097.98, any potential impacts to human remains, including human remains of Native American
descent, would be reduced to less than significant and mitigation is not required.
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VI. GEOLOGY AND SOILS – Would the
project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Expose people or structures to substantial
adverse effects, including the risk of loss,
injury, or death involving:
i) Rupture of a known earthquake fault,
as delineated on the most recent
Alquist-Priolo Earthquake Fault
Zoning Map issued by the State
Geologist for the area based on other
substantial evidence of a known
fault?
ii) Strong seismic ground shaking?
iii) Seismic-related ground failure,
including liquefaction?
iv) Landslides?
b) Result in substantial erosion or the loss
of topsoil?
c) Be located on a geologic unit or soil that
is unstable, or that would become
unstable as a result of the project, and
potentially result in on- or off-site
landslide, lateral spreading, subsidence,
liquefaction, or collapse?
d) Be located on expansive soil, creating
substantial risks to life or property?
e) Have soils incapable of adequately
supporting the use of septic tanks or
alternative waste water disposal systems
where sewers are not available for the
disposal of waste water?
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Impact Analysis
a)(i) Expose people or structures to potential substantial adverse effects, including the risk of loss,
injury, or death involving: Rupture of a known earthquake fault, as delineated on the most recent
Alquist-Priolo Earthquake Fault Zoning Map issued by the State Geologist for the area or based
on other substantial evidence of a known fault?
Finding: No Impact
Source: (Southern California Geotechnical, 2014a)
The Project site is not located within any Alquist-Priolo Earthquake Fault Zone, and no known faults underlie
the site (Southern California Geotechnical, 2014a, p. 10). Because there are no known faults located on the
Project site, there is no potential for the Project to expose people or structures to substantial adverse effects
related to ground rupture. No impact would occur.
a)(ii) Expose people or structures to potential substantial adverse effects, including the risk of loss,
injury, or death involving: Strong seismic ground shaking?
Finding: Less-than-Significant Impact
Source: (CBC, 2013; San Bernardino, 2009, Title 15; Southern California Geotechnical, 2014a)
The Project site is located in a seismically active area of Southern California and is expected to experience
moderate to severe ground shaking during the lifetime of the Project. This risk is not considered substantially
different than that of other similar properties in the Southern California area. As a mandatory condition of
Project approval, the Project would be required to construct the proposed warehouse building in accordance with
the California Building Standards Code (CBSC), also known as California Code of Regulations (CCR), Title 24
(Part 2), and the City of San Bernardino Building Code, which is based on the CBSC with local amendments.
The CBSC and City of San Bernardino Building Code provide standards that must be met to safeguard life or
limb, health, property, and public welfare by regulating and controlling the design, construction, quality of
materials, use and occupancy, location, and maintenance of all buildings and structures, and have been
specifically tailored for California earthquake conditions. In addition, the CBSC (Chapter 18) and the City of
San Bernardino Building Code (Title 15) require development projects to prepare geologic engineering reports
to identify site-specific geologic and seismic conditions and provide site-specific recommendations to preclude
adverse effects involving unstable soils and strong seismic ground-shaking, including, but not limited to,
recommendations related to ground stabilization, selection of appropriate foundation type and depths, selection
of appropriate structural systems. The Project has prepared such a report, which is included at Technical
Appendix E to this Initial Study, and the City would condition the Project to comply with the site-specific
ground preparation and construction recommendations contained in this report. With mandatory compliance
with these standard and site-specific design and construction measures, potential impacts related to seismic
ground shaking would be less than significant. As such, the Project would not expose people or structures to
substantial adverse effects, including loss, injury or death, involving seismic ground shaking. Impacts would be
less-than-significant.
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a)(iii) Expose people or structures to potential substantial adverse effects, including the risk of loss,
injury, or death involving: Seismic-related ground failure, including liquefaction?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a, Figure S-5; San Bernardino, 2005b, Figure 5.5-6; Southern California
Geotechnical, 2014a)
Liquefaction and seismically induced settlement typically occur in loose granular and low-plastic silt and clay
soils with groundwater near the ground surface. The City of San Bernardino General Plan (Figure S-5) and
General Plan EIR (Figure 5.5-6) identify the Project site as being located within an area with a “high”
susceptibility for liquefaction. Southern California Geotechnical conducted a site-specific liquefaction analysis
of the Project site and determined that the Project site contains potentially liquefiable soils at various depths
ranging between 8 and 47 feet below the ground surface (Southern California Geotechnical, 2014a, p. 12).
Laboratory testing conducted on Project site soils determined that liquefaction could cause up to 3.5 inches of
settlement on the subject property, which is within the structural tolerances of a typical building constructed to
the specifications of the Project (Southern California Geotechnical, 2014a, p. 13).
Regardless, as noted above under the response to Item VI(a)(2), the Project would be designed and constructed
in accordance with the latest applicable seismic safety guidelines, including the standard requirements of the
CBSC and City of San Bernardino Building Code. Furthermore, the Project would be required to comply with
the site-specific grading and construction recommendations contained within the Project’s geotechnical report
(Technical Appendix E), which the City would impose as conditions of Project approval, to further reduce the
risk of seismic-related ground failure due to liquefaction. As such, implementation of the Project would result
in less-than-significant impacts associated with seismic-related ground failure and/or liquefaction hazards.
a)(iv) Expose people or structures to potential substantial adverse effects, including the risk of loss,
injury, or death involving: Landslides?
Finding: No Impact
Source: (San Bernardino, 2005a, Figure S-7; San Bernardino, 2005b, Figure 5.5-2; Southern California
Geotechnical, 2014a)
The Project site is relatively flat, as is the surrounding area. There are no hillsides or steep slopes on the Project
site or in the immediate vicinity of the site. According to the City of San Bernardino General Plan (Figure S-7)
and the General Plan EIR (Figure 5.5-2), the Project site is located within an area of the City with no potential
for landslides.
Overall topographic relief on the site is approximately 16 feet, or less than two percent (Southern California
Geotechnical, 2014a, p. 5). The Project would not result in the creation of any new slopes on-site, with
exception of the approximately 5-foot tall manufactured slopes around the perimeter of the proposed water
quality/detention basin with a maximum slope gradient of 3:1, which would be engineered to maximize stability
so as to not pose a threat to future site workers or the proposed warehouse building. Additionally, the Project
would construct a retaining wall along a portion of the northern property boundary, which would be designed to
accommodate projected loads, to maximize the stability of site soils and preclude landslides. No potential
landside risk to the Twin Creek Channel would occur from the proposed removal of a railroad bridge that spans
the channel because the channel is concrete lined. Accordingly, development on the subject property would not
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be exposed landslide risks, and the Project would not pose a landslide risk to surrounding properties. No impact
would occur.
b) Result in substantial erosion or the loss of topsoil?
Finding: Less-than-Significant Impact
Source: (SCAQMD, 2005; Thienes, 2014a; Thienes, 2014b)
Implementation of the proposed Project has the potential to result in soil erosion. The analysis below
summarizes the likelihood of the Project to result in substantial soil erosion during temporary construction
activities and/or long-term operation.
Impact Analysis for Temporary Construction-Related Activities
Under existing conditions, the Project site is partially developed with a detached single family home, a truck
repair business, a bail bonds business, and a vacant commercial building with an associated outbuilding. The
undeveloped portions have been subject to routine maintenance activities (i.e., discing) and other activities (i.e.,
vehicle traffic to the developments in the interior of the site) which regularly disturbs on-site soils and subjects
them to erosion. Proposed demolition, grading, and construction activities would expose underlying soils
beneath the developed portions of the site and would continue to temporarily expose underlying soils on the
undeveloped portions of the Project site. Exposed soils would be subject to erosion during rainfall events or high
winds due to the removal of stabilizing vegetation and exposure of these erodible materials to wind and water.
Pursuant to the requirements of the State Water Resources Control Board, the Project Applicant is required to
obtain a National Pollutant Discharge Elimination System (NPDES) permit for construction activities, including
proposed grading. The NPDES permit is required for all projects that include construction activities, such as
clearing, grading, and/or excavation, that disturb at least one (1) acre of total land area. The City’s Municipal
Separate Storm Sewer System (MS4) NPDES Permit requires the Project Applicant to prepare and submit to the
City for approval a Project-specific Storm Water Pollution Prevention Plan (SWPPP). The SWPPP would
identify a combination of erosion control and sediment control measures (i.e., Best Management Practices) to
reduce or eliminate sediment discharge to surface water from storm water and non-storm water discharges
during construction. In addition, the Project would be required to comply with SCAQMD Rule 403, which
would reduce the amount of particulate matter in the air and minimize the potential for wind erosion. With
mandatory compliance to the requirements noted in the Project’s SWPPP, as well as applicable regulatory
requirements, the potential for water and/or wind erosion impacts during Project construction would be less than
significant and mitigation is not required.
Long-Term Operational Activities
Following construction, wind and water erosion on the Project site would be minimized, as the areas disturbed
during construction would be landscaped or covered with impervious surfaces and drainage would be controlled
through a storm drain system. Implementation of the Project would result in less long-term erosion and loss of
topsoil than occurs under the site’s existing conditions.
The City’s MS4 NPDES Permit requires the Project Applicant to prepare and submit to the City for approval a
Water Quality Management Plan (WQMP). The WQMP identifies an effective combination of erosion control
and sediment control measures (i.e., Best Management Practices) to reduce or eliminate sediment discharge to
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surface water from storm water and non-storm water discharges. The WQMP for the Project prepared by
Thienes Engineering (included as Technical Appendix H to this Initial Study) incorporates a water
quality/detention basin and underground infiltration chambers. These design features would be effective at
removing silt and sediment from stormwater runoff, and the WQMP requires post-construction maintenance and
operational measures to ensure on-going erosion protection. Compliance with the WQMP would be required as
a condition of Project approval and long-term maintenance of on-site water quality features is required.
Therefore, implementation of the proposed Project would not result in substantial erosion or loss of top soil
during long-term operation. The Project’s impact would be less than significant.
c) Be located on a geologic unit or soil that is unstable, or that would become unstable as a result of
the project, and potentially result in on- or off-site landslide, lateral spreading, subsidence,
liquefaction, or collapse?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a, Figure S-7; Southern California Geotechnical, 2014a)
The Project site is relatively flat and contains no substantial natural or man-made slopes. There is no evidence of
landslides on or near the Project site, nor are there any exposed boulders that could result in rock fall hazards
(San Bernardino, 2005a, Figure S-7). The proposed Project would not result in the creation of any new slopes
on-site, with exception of the 5-foot tall slopes around the perimeter of the water quality/detention basin. The
Project also would construct a retaining wall along a portion of the northern property boundary. Both the
proposed manufactured slopes and the proposed retaining wall would be engineered for long-term stability and
would be required to be constructed in accordance with the site-specific recommendations contained within the
Project’s geotechnical report prepared by Southern California Geotechnical (Technical Appendix E).
Accordingly, the Project would result in less-than-significant impacts associated with landslides and rock fall
hazards.
Based on laboratory testing of subsurface soils from the Project site, Southern California Geotechnical
determined that near surface soils at the Project site have potential for shrinkage/subsidence and collapse
(Southern California Geotechnical, 2014a, pp. 13-14). However, the Project’s geotechnical report (Technical
Appendix E) indicates that the site’s shrinkage/subsidence and settlement potential would be attenuated through
the proposed removal of near surface soils down to competent materials and replacement with properly
compacted fill, which is included as a recommendation in the Project’s geotechnical report (Southern California
Geotechnical, 2014a, pp. 15-17). Through standard conditions of approval, the proposed Project would be
required by the City to incorporate the recommendations contained within the Project geotechnical report into
the grading plan for the Project. As such, implementation of the Project would result in less-than-significant
impacts associated with soil shrinkage/subsidence and collapse.
Lateral spreading is primarily associated with liquefaction hazards. As noted above under the response to Item
VI(a)(iii), the potential for liquefaction at the Project site would be low following the implementation of
standard building requirements and the site-specific grading and construction recommendations contained
within the Project’s geotechnical report. Accordingly, with mandatory compliance with standard building
requirements and the site-specific grading and construction recommendations contained within the Project’s
geotechnical report (Technical Appendix E), impacts associated with lateral spreading would be less than
significant.
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d) Be located on expansive soil, creating substantial risks to life or property?
Finding: Less-than-Significant Impact
Source: (Southern California Geotechnical, 2014a)
Southern California Geotechnical conducted laboratory testing to evaluate the expansive characteristics of on-
site soils. As described in the Project’s geotechnical report, Southern California Geotechnical determined that
on-site soils have a “very low” expansion potential (Southern California Geotechnical, 2014a, p. 14).
Accordingly, the Project would not create substantial risks to life or property from exposure to expansive soils.
Impacts would be less than significant.
e) Have soils incapable of adequately supporting the use of septic tanks or alternative waste water
disposal systems where sewers are not available for the disposal of waste water?
Finding: No Impact
Source: (Project Application Materials)
The Project does not propose the use of septic tanks or alternative waste water disposal systems. The Project
would install domestic sewer infrastructure and connect to the City of San Bernardino Municipal Water
Department (SBMWD) existing sewer conveyance and treatment system. Accordingly, no impact associated
with septic tanks or alternative waste water systems would occur with implementation of the Project.
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VII. GREENHOUSE GAS EMISSIONS –
Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Generate greenhouse gas emissions, either
directly or indirectly, that may have a
significant impact on the environment?
b) Conflict with an applicable plan, policy or
regulation adopted for the purpose of
reducing the emissions of greenhouse
gases?
Impact Analysis
In September 2006, Governor Schwarzenegger signed Assembly Bill (AB) 32, the California Climate Solutions
Act of 2006. AB 32 requires that statewide greenhouse gas (GHG) emissions be reduced to 1990 levels by the
year 2020. To reach that goal, AB 32 directed the California Air Resources Board (CARB) to develop and
implement regulations to reduce statewide GHG emissions from stationary sources.
Because AB 32 is the primary plan, policy or regulation adopted in California to reduce GHG emissions, the
proposed Project would have a significant impact if it does not comply with the regulations developed under AB
32. A numerical threshold for determining the significance of greenhouse gas emissions in the SCAB has not
been established by the SCAQMD for projects where it is not the lead agency. Likewise, the City of San
Bernardino has not adopted a threshold of significance for GHG emissions. As such, a screening threshold of
10,000 metric tons of carbon dioxide equivalent (MTCO2e) per year for industrial land uses is utilized by City
of San Bernardino to determine if an industrial project has the potential to generate substantial GHG emissions.
This threshold is a widely accepted screening threshold used by the City and numerous jurisdictions in the
SCAB, and is based on SCAQMD’s proposed GHG screening thresholds for industrial projects (Urban
Crossroads, 2014b, p. 28). Based on guidance from the SCAQMD, if an industrial project would emit less than
10,000 MTCO2e of GHGs per year, the project would not be considered a substantial GHG emitter, and no
mitigation or additional analysis would be required. On the other hand, if an industrial project’s GHG emissions
would exceed 10,000 MTCO2e per year, the project would be considered a substantial source of GHG emissions
and further quantitative analysis is required to analyze the project’s GHG impacts. (Urban Crossroads, 2014b, p.
30)
Because global climate change is the result of GHG emissions, and GHGs are emitted by innumerable sources
worldwide, the proposed Project would not result in a direct impact to global climate change; rather, Project-
related impacts to global climate change only could be significant on a cumulative basis. Therefore, the analysis
below focuses on the Project’s potential to contribute to global climate change in a cumulatively considerable
way.
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a) Generate greenhouse gas emissions, either directly or indirectly, that may have a significant
impact on the environment?
Finding: Less-than-Significant Impact
Source: (Urban Crossroads, 2014b)
GHG emissions associated with the proposed Project would be primarily associated with vehicular traffic during
long-term operation. In addition, Project’s construction activities, energy consumption, water consumption, solid
waste generation, and equipment usage during long-term operation also would contribute to the Project’s overall
generation of GHG emissions. The Project’s annual GHG emissions, including amortized construction
emissions, are summarized in Table 8, Total Annual Project Greenhouse Gas Emissions. The methodology used
to calculate the Project’s GHG emissions is described in detail in Technical Appendix F.
Table 8 Total Annual Project Greenhouse Gas Emissions
Source: (Urban Crossroads, 2014b, Table 3-1)
As shown in Table 8, the Project is estimated to generate approximately 3,537.94 MTCO2e annually, which is
less than the screening threshold of 10,000 MTCO2e. As such, the Project would not generate substantial GHG
emissions – either directly or indirectly – that would have a significant impact on the environment. Impacts
would be less than significant and less than cumulatively considerable and no mitigation is required.
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b) Conflict with an applicable plan, policy or regulation adopted for the purpose of reducing the
emissions of greenhouse gases?
Finding: Less-than-Significant Impact
Source: (Urban Crossroads, 2014b)
AB 32 is the State of California’s primary GHG emissions regulation. The SCAQMD GHG screening threshold
was designed to ensure compliance with AB 32 emissions reductions requirements in the SCAB. Therefore, if a
proposed project emits below the screening threshold, it can be assumed to comply with AB 32 within the
SCAQMD’s jurisdiction. Because the proposed Project would emit less than 10,000 MTCO2e per year, the
Project would not conflict with the State’s ability to achieve the reduction targets defined in AB 32 (refer to
response to Issue VII(a), above).
The Project also would comply with a number of regulations that would further reduce GHG emissions,
including the following regulations that are particularly applicable to the Project and that would assist in the
reduction of GHG emissions:
Global Warming Solutions Act of 2006 (AB32)
Regional GHG Emissions Reduction Targets/Sustainable Communities Strategies (SB 375)
Pavely Fuel Efficiency Standards (AB1493). Establishes fuel efficiency ratings for new vehicles.
Title 24 California Code of Regulations (California Building Standards Code). Establishes energy
efficiency requirements for new construction.
Title 20 California Code of Regulations (Appliance Energy Efficiency Standards). Establishes energy
efficiency requirements for appliances.
Title 17 California Code of Regulations (Low Carbon Fuel Standard). Requires carbon content of fuel
sold in California to be 10% less by 2020.
California Water Conservation in Landscaping Act of 2006 (AB1881). Requires local agencies to adopt
the Department of Water Resources updated Water Efficient Landscape Ordinance or equivalent to
ensure efficient landscapes in new development and reduced water waste in existing landscapes.
Statewide Retail Provider Emissions Performance Standards (SB 1368). Requires energy generators to
achieve performance standards for GHG emissions.
Renewable Portfolio Standards (SB 1078). Requires electric corporations to increase the amount of
energy obtained from eligible renewable energy resources to 20 percent by 2010 and 33 percent by
2020.
There are no other plans, policies, or regulations that have been adopted for the purpose of reducing the
emissions of GHGs that are applicable to the proposed Project.
As such, and because the Project would emit less than 10,000 MTCO2e per year, the proposed Project would
not conflict with an applicable plan, policy, or regulation adopted for the purpose of reducing the emissions of
GHGs, and impacts would be less-than-significant.
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VIII. HAZARDS AND HAZARDOUS
MATERIALS – Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Create significant hazard to the public or
the environment through routine transport,
use, or disposal of hazardous materials?
b) Create a significant hazard to the public or
the environment through reasonably
foreseeable upset and accident conditions
involving the release of hazardous
material into the environment?
c) Emit hazardous emissions or handle
hazardous or acutely hazardous materials,
substances, or waste within one-quarter
mile of an existing or proposed school?
d) Be located on a site which is included on a
list of hazardous materials sites compiled
pursuant to Government Code Section
65962.5 and, as a result, would it create a
significant hazard to the public or the
environment?
e) For a project located within an airport
land use plan or, where such a plan has
not been adopted, within two miles of a
public airport or public use airport, would
the project result in a safety hazard for
people residing or working in the project
area?
f) For a project within the vicinity of a
private airstrip, would the project result in
a safety hazard for people residing or
working in the project area?
g) Impair implementation of or physically
interfere with an emergency response plan
or emergency evacuation plan?
h) Expose people or structures to a
significant risk of loss, injury, or death
involving wildland fires, including where
wildlands are adjacent to urbanized areas
or where residences are intermixed with
wildlands?
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Impact Analysis
a) Create significant hazard to the public or the environment through routine transport, use, or
disposal of hazardous materials?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2009; CHJ, 2014; Project Application Materials)
Impact Analysis for Existing Site Conditions
A Phase 1 Environmental Site Assessment was prepared for the Project site by CHJ Consultants in 2014
(included as Technical Appendix I to this Initial Study). Based on a review of aerial photography, the Project site
has been sporadically used for agriculture, residential, and commercial land uses, often with a combination of
concurrent uses, since 1901. The Project site also contains a portion of the former alignment Pacific Electric
railroad (although all tracks have been removed). The use of the property prior to 1901 is not known. (CHJ,
2014, pp. 1, 20-21) Under existing conditions, the Project site contains a vacant commercial building and
storage area (formerly operated by a building materials supply company), a commercial building and storage
yard occupied by an active truck repair business, a commercial building occupied by an active bail bond
business, and one residence. The remainder of the Project site is undeveloped.
Based on a review of historic regulatory agency hazardous materials databases, historic site aerial photographs,
interviews with current property owners, and a reconnaissance of the Project site, CHJ determined that the
Project site does not contain any recognized environmental conditions. (CHJ, 2014, p. 28) A recognized
environmental condition is defined as “the presence or likely presence of any hazardous substances or petroleum
products in, on, or at property: (1) due to release to the environment; (2) under conditions indicative of a release
to the environment; or (3) under conditions that pose a materials threat of a future release to the environment”
(CHJ, 2014, p. 2). All agricultural activities ceased on the Project site by the early 1940s – prior to the use of
pesticides with high persistence, like DDT – therefore pesticide residue is not a substantial risk on the Project
site (CHJ, 2014, p. 21). The Project site formerly contained stockpiles of construction materials/debris and two
(2) underground storage tanks; however, all such stockpiles have been removed from the subject property and
the underground storage tanks also were removed in 2002 under the oversight of the County of San Bernardino
Fire Department, Hazardous Materials Division (CHJ, 2014, pp. 12-13, 24). Above-ground storage tanks,
partially filled drums of waste oil and grease/lubricant, and small quantities of other chemicals were observed at
the active truck repair operation and at the vacant commercial building on-site in 2014; however, these
substances were not stored in an unsafe manner and would be required to be disposed of in accordance with
applicable local hazardous materials regulations to preclude potential health and safety standards. Therefore, the
presence of these substances on the Project site does not pose a substantial safety hazard. (CHJ, 2014, pp. 22-23)
Stained pavement and soils were observed at the active truck repair operation and at the vacant commercial
building on-site (leakage of automotive fluids); however, the stains were minor and not considered a substantial
hazard (CHJ, 2014, pp. 23-24). Regardless, all stained soils would be required to be removed from the site,
handled, and disposed of in accordance with applicable local regulations to preclude potential public health and
safety hazards.
Based upon information provided by existing property owners and tenants, it is not anticipated that asbestos-
containing materials or other hazardous materials are present in the existing structures on-site; however, the
Project site contains multiple structures that were constructed between the 1950s-1970s (CHJ, 2014, p. 21). The
use of asbestos containing materials (ACM, a known carcinogen) and lead paint (a known toxic) was common in
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building construction prior to 1978. Accordingly, there is the potential of ACMs to be present in one or more of
the on‐site structures that would be demolished as part of the Project, thereby potentially exposing construction
workers and nearby sensitive receptors to a substantial safety hazard during the Project’s construction process.
Asbestos is a carcinogen and is categorized as a hazardous air pollutant by the federal Environmental Protection
Agency (EPA). Federal asbestos requirements are found in National Emission Standards for Hazardous Air
Pollutants (NESHAP) within the Code of Federal Regulations (CFR) Title 40, Part 61, Subpart M, and are
enforced in the Project area by the SCAQMD. In conformance with the NESHAP, SCAQMD Rule 1403
establishes survey requirements, notification, and work practice requirements to prevent asbestos emissions
from emanating during building renovation and demolition activities. In the event that ACMs are present in the
existing structures located on the property, then Rule 1403 requires notification of the SCAQMD prior to
commencing any demolition or renovation activities. Rule 1403 also sets forth specific procedures for the
removal of asbestos, and requires that an onsite representative trained in the requirements of Rule 1403 be
present during the stripping, removing, handling, or disturbing of ACM. Mandatory compliance with the
provisions of Rule 1403 would ensure that construction‐related grading, clearing and demolition activities do
not expose construction workers or nearby sensitive receptors to significant health risks associated with ACMs.
Because the Project would be required to comply with AQMD Rule 1403 during demolition activities, impacts
due to the potential presence of asbestos would be less than significant.
One or more of the existing on-site structures also could contain lead based paint (LBP). Title 17, California
Code of Regulations (CCR), Division 1, Chapter 8: Accreditation, Certification and Work Practices for Lead‐
Based Paint and Lead Hazards, defines and regulates lead‐based paint. Any detectable amount of lead is
regulated. During demolition of the existing buildings, there is a potential for exposing construction workers to
health hazards associated with lead. The Project would be required to comply with Title 17, California Code of
Regulations (CCR), Division 1, Chapter 8, which includes requirements such as employer provided training, air
monitoring, protective clothing, respirators, and hand washing facilities. Mandatory compliance with these
mandatory requirements would ensure that construction workers are not exposed to significant LBP health
hazards during demolition, and would reduce impacts to a level below significant.
Based on the foregoing analysis, the Project site’s existing conditions would not create significant hazard to the
public or the environment through routine transport, use, or disposal of hazardous materials. A less-than-
significant impact would occur.
Impact Analysis for Temporary Construction‐Related Activities
Heavy equipment (e.g., dozers, excavators, tractors) would be operated on the subject property during
construction of the Project. This heavy equipment would likely be fueled and maintained by petroleum‐based
substances such as diesel fuel, gasoline, oil, and hydraulic fluid, which is considered hazardous if improperly
stored or handled. In addition, materials such as paints, adhesives, solvents, and other substances typically used
in building construction would be located on the Project site during construction. Improper use, storage, or
transportation of hazardous materials can result in accidental releases or spills, potentially posing health risks to
workers, the public, and the environment. This is a standard risk on all construction sites, and there would be no
greater risk for improper handling, transportation, or spills associated with the proposed Project than would
occur on any other similar construction site. Construction contractors would be required to comply with all
applicable federal, state, and local laws and regulations regarding the transport, use, and storage of hazardous
construction‐related materials, including but not limited requirements imposed by the Environmental Protection
Agency (EPA), California Department of Toxic Substances Control (DTSC), South Coast Air Quality
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Management District (SCAQMD), Santa Ana Regional Water Quality Control Board (RWQCB). With
mandatory compliance with applicable hazardous materials regulations, the Project would not create significant
hazard to the public or the environment through routine transport, use, or disposal of hazardous materials during
the construction phase. A less-than-significant impact would occur.
Impact Analysis for Long‐Term Operational Activities
The future tenant(s) that would occupy the Project site are not yet identified. Future uses on-site are assumed to
be any of those uses permitted by the City of San Bernardino’s “Industrial Light” zoning designation. It is
anticipated that the Project would be utilized as an industrial warehouse/distribution center. Uses permitted in
the “Industrial Light” zoning designation include a wide variety of industrial and manufacturing services and
commercial uses. A complete list of permitted and conditionally permitted uses can be found in Chapter 19.08
of the City of San Bernardino’s Municipal Code (San Bernardino, 2009, Section 19.08-3).
Based on the list of permitted uses contained in the City’s “Industrial Light” zone, it is possible that hazardous
materials could be used during the course of a future tenant’s daily operations. State and Federal Community-
Right-to-Know laws allow the public access to information about the amounts and types of chemicals in use at
local businesses. Laws also are in place that require businesses to plan and prepare for possible chemical
emergencies. Any business that occupies a building on the Project site and that handles hazardous materials (as
defined in Section 25500 of California Health and Safety Code, Division 20, Chapter 6.95) will require a permit
from the San Bernardino County Fire Department Hazardous Materials Division in order to register the business
as a hazardous materials handler. Such businesses also are required to comply with California’s Hazardous
Materials Release Response Plans and Inventory Law, which requires immediate reporting to the County of San
Bernardino Fire Department and the State Office of Emergency Services regarding any release or threatened
release of a hazardous material, regardless of the amount handled by the business. In addition, any business
handling at any one time, greater than 500 pounds of solid, 55 gallons of liquid, or 200 cubic feet of gaseous
hazardous material, is required, under Assembly Bill 2185 (AB 2185), to file a Hazardous Materials Business
Emergency Plan (HMBEP). A HMBEP is a written set of procedures and information created to help minimize
the effects and extent of a release or threatened release of a hazardous material. The intent of the HMBEP is to
satisfy federal and state Community Right-To-Know laws and to provide detailed information for use by
emergency responders.
If businesses that use or store hazardous materials occupy the Project, the business owners and operators would
be required to comply with all applicable federal, state, and local regulations to ensure proper use, storage, use,
emission, and disposal of hazardous substances (as described above). With mandatory regulatory compliance,
the Project is not expected to pose a significant hazard to the public or the environment through the routine
transport, use, storage, emission, or disposal of hazardous materials, nor would the Project increase the potential
for accident conditions which could result in the release of hazardous materials into the environment. In
addition, the Project would be required to comply with City of San Bernardino Municipal Code §19.20.12,
which establishes development and performance standards, as well as reporting and permitting requirements for
the use, handling, storage, and transportation of hazardous materials.
With mandatory regulatory compliance, along with mandatory compliance with the City of San Bernardino
Municipal Code, potential hazardous materials impacts associated with long-term operation of the Project are
regarded as less than significant and mitigation is not required.
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b) Create a significant hazard to the public or the environment through reasonably foreseeable upset
and accident conditions involving the release of hazardous material into the environment?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2009; Project Application Materials)
Accidents involving hazardous materials that could pose a significant hazard to the public or the environment
would be highly unlikely during the construction and long-term operation of the Project and are not reasonably
foreseeable. As discussed above under Issue VIII (a), the transport, use and handling of hazardous materials on
the Project site during construction is a standard risk on all construction sites, and there would be no greater risk
for upset and accidents than would occur on any other similar construction site. Upon buildout, the Project site
would operate as an industrial warehouse/distribution center facility, under the City’s “Industrial Light” land use
designation. Based on the list of permitted uses contained in the City’s “Industrial Light” zone, it is possible that
hazardous materials could be used during the course of a future tenant’s daily operations (San Bernardino, 2009,
Section 19.08-3). However, as discussed above under Issue VIII(a), the Project would be required to comply
with all applicable local, State, and National regulations related to the transport, handling, and usage of
hazardous material. Accordingly, impacts associated with the accidental release of hazardous materials would be
less than significant during both construction and long-term operation of the Project and mitigation would not be
required.
c) Emit hazardous emissions or handle hazardous or acutely hazardous materials, substances, or
waste within one-quarter mile of an existing or proposed school?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2009; On-site Inspection, 2014)
The H. Frank Dominguez Elementary School is located approximately 0.06-mile to the northwest of the Project
site (or 320 feet, as measured from the Project site to the school site perimeter). No other schools are located
within 0.25-mile of the Project site. The potential for the Project to emit or handle hazardous or acutely
hazardous materials is addressed above under the response to Issue VIII (a). As noted, existing site conditions
do not pose a substantial risk to public health and safety and all hazardous or potentially hazardous materials
would be removed from the site during construction in accordance with applicable federal, state, and local
regulations. Also, although there is the potential for hazardous materials to be stored on the Project site during
temporary construction activities, the construction contractor would be required to comply with all applicable
hazardous materials regulations to ensure that no hazardous materials are released into the environment.
Further, any business that occupies the Project site and handles hazardous materials would be required to
comply with all local, state and federal regulations, including but not limited to, obtaining a permit from San
Bernardino County Fire Department Hazardous Materials Division, reporting procedures as outlined by
California’s Hazardous Materials Release Response Plans and Inventory Law, and preparation of a Hazardous
Materials Business Emergency Plan as required by Assembly Bill 2185 (AB 2185). Mandatory compliance with
all applicable regulations relating to hazardous materials ensures that the Project’s potential to emit hazardous
emissions or handle hazardous or acutely hazardous materials, substances, or waste within one-quarter mile of
an existing or proposed school would be less than significant. Refer to Issue III(d) for a detailed analysis of
health risks to school children related to DPM emissions, which is calculated to be less than significant.
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d) Be located on a site which is included on a list of hazardous materials sites compiled pursuant to
Government Code Section 65962.5 and, as a result, would it create a significant hazard to the
public or the environment?
Finding: No Impact
Source: (CalEPA, 2012; SWRCB, 2014; CDTSC, 2014; CHJ, 2014)
The Project site is not included on a list of hazardous materials sites compiled pursuant to Government Code
Section 65962.5 (CDTSC, 2014) (CalEPA, 2012) (CHJ, 2014, pp. 5-13). Accordingly, no impact would occur.
e) For a project located within an airport land use plan or, where such a plan has not been adopted,
within two miles of a public airport or public use airport, would the project result in a safety
hazard for people residing or working in the project area?
Finding: Less-Than-Significant Impact
Source: (Caltrans, 2011; Google Earth, 2014)
The Project site is located approximately 1.19 miles northwest of the San Bernardino International Airport
(formerly Norton Air Force Base). No airport land use compatibility plan has been prepared for the San
Bernardino International Airport. According to Caltrans’ “Airport Land Use Planning Handbook,” the largest
number of accidents related to airport operations “occur along the extended runway centerline” (Caltrans, 2011,
p. xi). The Airport’s runways are oriented southwest to northeast, whereas the Project site is located to the
northwest of the airport and is not located within the approach or take-off areas at either end of the runway.
Additionally, the warehouse building proposed by the Project would be less than 49 feet tall and does not
include an air travel component (e.g., runway, helipad) and, therefore, would not interfere with flight operations
at the San Bernardino International Airport. Because the Project is not located within an area with the highest
risk of airport safety hazards (i.e., at either end of the runway) and would not interfere with San Bernardino
International Airport operations, the Project would not result in safety hazards for people residing or working in
the Project area. Impacts would be less than significant and mitigation is not required.
f) For a project within the vicinity of a private airstrip, would the project result in a safety hazard
for people residing or working in the project area?
Finding: No Impact
Source: (Google Earth, 2014)
There are no private airfields or airstrips in the vicinity of the Project site. As such, implementation of the
Project would not expose on-site workers to safety hazards associated with private airfields or airstrips. No
impact would occur.
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g) Impair implementation of or physically interfere with an emergency response plan or emergency
evacuation plan?
Finding: No Impact
Source: (San Bernardino, 2005a)
The Project site does not contain any emergency facilities nor does it serve as an emergency evacuation route, so
there is no potential for the Project to adversely affect an emergency response or evacuation plan (San
Bernardino, 2005a, Chapter 10). During construction and at Project buildout, the proposed Project would be
required to maintain adequate emergency access for emergency vehicles. As part of the City’s discretionary
review process, the City of San Bernardino reviewed the Project to ensure that appropriate emergency ingress
and egress would be available to-and-from the proposed warehouse building for public safety, and determined
that the Project would not substantially impede emergency response times in the local area. Accordingly,
implementation of the proposed Project would not impair implementation of or physically interfere with an
adopted emergency response plan or an emergency evacuation plan, and no impact would occur.
h) Expose people or structures to a significant risk of loss, injury, or death involving wildland fires,
including where wildlands are adjacent to urbanized areas or where residences are intermixed
with wildlands?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a, Figure S-9; RBF, 2014; Google Earth, 2014; On-site Inspection, 2014)
Pursuant to Figure S-9, Fire Hazard Areas, of the City of San Bernardino General Plan, the proposed Project is
not located within a high wildfire hazard area (San Bernardino, 2005a, Figure S-9). The closest wildland fire
hazard area is located approximately four (4) miles north of the Project site. The Project site is buffered from
this wildland fire hazard area by substantial urban development, including residential, commercial, and
industrial uses. The entire Project site has been heavily disturbed and/or is developed under existing conditions
and does not support substantial vegetation that would be subject to risks associated with wildland fires. (RBF,
2014, pp. 11-13) The Project site is bordered on the east and southeast by the Twin Creek Channel, which is
constructed on concrete and does not contain vegetation, and therefore would not facilitate wildfire movement.
The surrounding area is comprised of developed urban land and does not contain substantial vegetation that
would provide adequate fuel to sustain a wildland fire. Accordingly, the proposed Project would not expose
people or structures to a significant risk of loss, injury, or death involving wildland fires.
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IX. HYDROLOGY AND WATER QUALITY
– Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Violate any water quality standards or
waste discharge requirements?
b) Substantially deplete groundwater supplies
or interfere substantially with groundwater
recharge such that there would be a net
deficit in aquifer volume or a lowering of
the local groundwater table level (e.g., the
production rate of pre-existing nearby
wells would drop to a level which would
not support existing land uses or planned
uses for which permits have been granted)?
c) Substantially alter the existing drainage
pattern of the site or area, including
through the alteration of the course or a
stream or river, in a manner which would
result in substantial erosion or siltation on-
site or off-site?
d) Substantially alter the existing drainage
pattern of the site or area, including
through the alteration of the course of a
stream or river, or substantially increase
the rate or amount of surface runoff in a
manner, which would result in flooding on-
or off-site?
e) Create or contribute runoff water which
would exceed the capacity of existing or
planned stormwater drainage systems or
provide substantial additional sources of
polluted runoff?
f) Otherwise substantially degrade water
quality?
g) Place housing within a 100-year flood
hazard area as mapped on a federal Flood
Hazard Boundary or Flood Hazard
Insurance Rate Map or other flood hazard
delineation map?
h) Place within a 100-year flood hazard area
structures which would impede or redirect
flood flows?
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IX. HYDROLOGY AND WATER QUALITY
– Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
i) Expose people or structures to a significant
risk of loss, injury, or death involving
flooding, including flooding as a result of
the failure of a levee or dam?
j) Expose people or property to inundation by
seiche, tsunami, or mudflow?
Impact Analysis
a) Violate any water quality standards or waste discharge requirements?
Finding: Less-than-Significant Impact
Source: (SARWQCB, 2011; SAWPA, 2014; Thienes, 2014a)
The California Porter‐Cologne Water Quality Control Act (Section 13000 (“Water Quality”) et seq., of the
California Water Code), and the Federal Water Pollution Control Act Amendment of 1972 (also referred to as
the Clean Water Act (CWA)) require that comprehensive water quality control plans be developed for all waters
within the State of California. The Project site is located within the jurisdiction of the Santa Ana Regional Water
Quality Control Board (RWQCB). Water quality information for the Santa Ana River is contained in the Santa
Ana RWQCB’s Santa Ana River Basin Water Quality Control Plan (updated June 2011) and the Integrated
Regional Water Management Plan (IRWMP) for the Santa Ana River Watershed (also referred to as “One Water
One Watershed,” dated February 4, 2014), prepared by the Santa Ana Watershed Project Authority. These
documents are herein incorporated by reference and are available for public review at the Santa Ana RWQCB
office located at 3737 Main Street, Suite 500, Riverside, CA 92501.
The CWA requires all states to conduct water quality assessments of their water resources to identify water
bodies that do not meet water quality standards. Water bodies that do not meet water quality standards are
placed on a list of impaired waters pursuant to the requirements of Section 303(d) of the CWA. The Project site
is located within the Santa Ana River Watershed. Receiving waters for the property’s drainage are the Twin
Creek Channel, the Prado Dam, and Santa Ana River Reaches 1, 2, 3, 4, and 5, which discharge into the Pacific
Ocean. The Santa Ana River Reach 4 is 303(d) impaired by pathogens, Reach 3 is impaired by copper,
pathogens, and lead, and Reach 2 is impaired by indicator bacteria. Twin Creek Channel, Prado Dam, Santa Ana
River Reaches 1 and 5, and the Pacific Ocean do not have 303(d) listed impairments. (Thienes, 2014a, p. 3-3)
A specific provision of the CWA applicable to the proposed Project is CWA Section 402, which authorizes the
National Pollutant Discharge Elimination System (NPDES) permit program that covers point sources of
pollution discharging to a water body. The NPDES program also requires operators of construction sites one
acre or larger to prepare a Stormwater Pollution Prevention Plan (SWPPP) and obtain authorization to discharge
stormwater under an NPDES construction stormwater permit.
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Temporary Construction-Related Activities
Construction of the proposed Project would involve demolition, clearing, grading, paving, utility installation,
building construction, and landscaping activities, as well as the removal of an off-site abandoned railroad bridge
that spans the Twin Creek Channel. Construction activities would result in the generation of potential water
quality pollutants such as silt, debris, chemicals, paints, and solvents, and other chemicals with the potential to
adversely affect water quality. As such, short-term water quality impacts have the potential to occur during
construction of the Project in the absence of any protective or avoidance measures.
Pursuant to the requirements of the Santa Ana RWQCB and the City of San Bernardino, the Project would be
required to obtain a NPDES Municipal Stormwater Permit for construction activities. The NPDES permit is
required for all projects that include construction activities, such as clearing, soil stockpiling, grading, and/or
excavation that disturb at least one (1) acre of total land area. In addition, the Project would be required to
comply with the Santa Ana RWQCB’s Santa Ana River Basin Water Quality Control Program. Compliance
with the NPDES permit and the Santa Ana River Basin Water Quality Control Program involves the preparation
and implementation of a SWPPP for construction-related activities, including grading. The SWPPP will specify
the Best Management Practices (BMPs) that the Project would be required to implement during construction
activities to ensure that all potential pollutants of concern are prevented, minimized, and/or otherwise
appropriately treated prior to being discharged from the subject property. Mandatory compliance with the
SWPPP would ensure that the proposed Project does violate any water quality standards or waste discharge
requirements during construction activities. Therefore, water quality impacts associated with construction
activities would be less than significant and no mitigation measures would be required.
Post Development Water Quality Impacts
Storm water pollutants commonly associated with the land uses proposed by the Project (i.e., light industrial
warehouse) include pathogens (bacterial/virus), phosphorous, nitrogen, sediment, metals, oils and grease,
trash/debris, pesticides/herbicides, and organic compounds (Thienes, 2014a, p. 2-2). Based on current receiving
water impairments (pursuant to the CWA’s Section 303(d) list), the Project’s pollutants of concern are
pathogens (bacterial/virus), nitrogen, and metals. To address potential pollutants, the Project would be required
to implement a Water Quality Management Plan (WQMP), pursuant to the requirements of the City’s NPDES
permit. The WQMP is a post-construction management program that ensures the on‐going protection of the
watershed basin by requiring development projects to implement structural and programmatic water quality
controls. The Project’s WQMP is included as Technical Appendix H. The WQMP identifies structural controls
(including water quality/detention basins, underground infiltration chambers, and storm drain filter inserts) and
programmatic controls (including, but not limited to, educational materials for future tenants, and operational
and maintenance best management practices) that would be implemented by the Project to minimize, prevent,
and/or otherwise appropriately treat storm water runoff flows before they are discharged from the site.
Mandatory compliance with the WQMP would ensure that the Project does violate any water quality standards
or waste discharge requirements during long‐term operation.
In addition to the WQMP, the NDPES program also requires certain land uses (e.g., industrial uses) to prepare a
SWPPP for operational activities and to implement a long-term water quality sampling and monitoring program,
unless an exemption has been granted. On April 1, 2014, the California State Water Resources Control Board
adopted an updated new NPDES permit for storm water discharge associated with industrial activities (referred
to as the “Industrial General Permit”). The new Industrial General Permit, which is more stringent than the
existing Industrial General Permit, becomes effective on July 1, 2015. Once the new NPDES Industrial General
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Permit becomes effective on July 1, 2015, the Project would be required to prepare a SWPPP for operational
activities and implement a long-term water quality sampling and monitoring program or receive an exemption.
The Project’s mandatory compliance with the pending Industrial General Permit would further reduce potential
water quality impacts during long-term operation.
Based on the foregoing analysis, the Project would not violate any water quality standards or waste discharge
requirements during long-term operation. Impacts would be less than significant.
b) Substantially deplete groundwater supplies or interfere substantially with groundwater recharge
such that there would be a net deficit in aquifer volume or a lowering of the local groundwater
table level (e.g., the production rate of pre-existing nearby wells would drop to a level which
would not support existing land uses or planned uses for which permits have been granted)?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005b; Project Application Materials)
No potable groundwater wells are proposed as part of the Project; therefore, the Project would not deplete
groundwater supplies. The City relies on groundwater from the Upper Santa Ana Valley Groundwater Basin,
specifically from the Bunker Hill sub-basin, as a primary source. Development of Project would increase
impervious surface coverage on the vacant portions of the site, which would in turn reduce the amount of direct
infiltration of runoff into the ground. However, and as noted in the City’s General Plan EIR, conversion of
undeveloped areas in the City to impervious surfaces would result in minimal, non-significant impacts to
groundwater recharge (San Bernardino, 2005b, p. 5.7-19). A majority of the groundwater recharge in the
Bunker Hill sub-basin occurs within the Santa Ana River and percolation basins established by the City of San
Bernardino along its northern boundary. The Project would not physically impact any of these major
groundwater recharge features within the City and would therefore not adversely affect local groundwater
levels. Further, the Project proposes six (6) underground infiltration chambers to maximize the percolation of
on-site stormwater runoff into the groundwater basin. Thus, buildout of the Project would not interfere
substantially with groundwater recharge.
For the reasons stated above, the Project would neither substantially deplete groundwater supplies nor interfere
substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of
the local groundwater table level. Impacts would be less than significant.
c) Substantially alter the existing drainage pattern of the site or area, including through the
alteration of the course or a stream or river, in a manner which would result in substantial
erosion or siltation on- site or off-site?
Finding: Less-Than-Significant Impact
Source: (Thienes, 2014a; Thienes, 2014b)
Under existing conditions, the northern and western portions of the Project site drain from east to west as sheet
flow, ultimately discharging to South Waterman Avenue. Storm water runoff flows discharged to South
Waterman Avenue are captured by an existing storm drain system installed within South Waterman Avenue and
conveyed to Twin Creek downstream of the Project site. The remaining, southeastern portion of the Project site
drains to the southeast, discharging directly to the concrete-lined Twin Creek Channel. (Thienes, 2014b, n.p.)
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The Project would demolish the existing structures on-site, mass grade the entire property, and construct one
warehouse building and associated improvements, which would change the site’s existing ground contours,
thereby altering the site’s existing drainage patterns. Upon buildout of the Project, the western and southwestern
portions of the Project site would drain to existing storm drain facilities within South Waterman Avenue. Storm
water runoff flows that would be directed to South Waterman Avenue under post-development conditions
represent a small percentage of the Project’s runoff flows (approximately 14%). The remaining portions of the
Project site, representing a majority of the site’s post-development runoff (approximately 86%), would
discharge directly into the Twin Creek Channel via a new storm drain outlet.
Although the Project would alter the subject property’s internal drainage patterns, such changes would not result
in substantial erosion or siltation on- or off-site. Under post-development conditions, a majority of the site
would be covered with impervious surfaces and, therefore, the amount of exposed soils on the Project site would
be minimal. Also, as discussed under Issue IX(a), the Project would construct an integrated storm drain system
on-site with BMPs to minimize the amount of water-borne pollutants carried from the Project site. The BMPs
proposed by the Project, including a water quality/detention basin, six (6) underground infiltration chambers,
and storm drain inlet filters, are highly effective at removing sediment from storm water runoff flows (Thienes,
2014a, Attachment E); therefore, storm water runoff flows leaving the Project site would not carry substantial
amounts of sediment. Once storm water runoff leaves the Project site, it would be discharged to either South
Waterman Avenue or the Twin Creek Channel. Under existing conditions, South Waterman Avenue is
developed at the Project’s discharge points and completely covered with impervious surfaces and does not
contain exposed soils. Similarly, the Twin Creek Channel is fully lined with concrete at the Project’s discharge
point and does not contain any exposed soils. Because there are no exposed soils within either South Waterman
Avenue or the Twin Creek Channel at the Project’s discharge points, there is no potential for the Project’s storm
water runoff to result in erosion. Accordingly, the Project would not result in substantial erosion or siltation on-
site or off-site, and a less-than-significant impact would occur.
d) Substantially alter the existing drainage pattern of the site or area, including through the
alteration of the course of a stream or river, or substantially increase the rate or amount of
surface runoff in a manner, which would result in flooding on- or off-site?
Finding: Less-than-Significant Impact
Source: (Thienes, 2014b)
As described above under Item VIII(c), proposed grading and earthwork activities on the Project site would alter
the existing drainage patterns of the site.
Under existing conditions, peak stormwater runoff flows on the subject property are 55.4 cubic feet per second
(cfs) during the 100-year storm event. Under long-term development conditions, the Project would discharge
approximately 69.7 cfs of stormwater runoff from the site during the 100-year storm event, an increase of 14.3
cfs as compared to existing conditions (Thienes, 2014b, pp. 4-5). The majority of the stormwater runoff
discharged from the site (60.0 cfs) would be conveyed to the southeast corner of the site and then discharged
directly into the Twin Creek Channel. The remaining stormwater (9.7 cfs) would be conveyed to the existing
storm drain installed beneath South Waterman Avenue, which ultimately discharges downstream into the Twin
Creek Channel (Thienes, 2014b, p. 6). Under long-term development conditions, the Project would not be
required to attenuate peak on-site runoff flow volumes to pre-development levels due to the proximity of the
subject property to the Twin Creek Channel. The detention basin proposed in the southwestern corner of the
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Project site only collects runoff that would be tabled to the existing storm drain installed beneath South
Waterman Avenue, and does not delay discharge to the Twin Creek Channel. Additional detention basins that
would collect runoff which would otherwise be directed to the Twin Creek Channel would delay the ultimate
discharge of stormwater flows into the Twin Creek Channel during peak storm events, which is not desirable
because if detention were proposed, stormwater flows would be discharged into the Twin Creek Channel closer
to its peak flow rate, thereby potentially exposing areas on the Project site and properties downstream to an
increased risk of flooding. Accordingly, the design of the proposed Project would minimize the risk of on- and
off-site flooding during long-term development conditions, and alterations to the drainage characteristics of the
Project site (i.e., drainage pattern and flow rate) are less than significant.
e) Create or contribute runoff water which would exceed the capacity of existing or planned
stormwater drainage systems or provide substantial additional sources of polluted runoff?
Finding: Less-than-Significant Impact
Source: (Thienes, 2014a; Thienes, 2014b)
On-site stormwater runoff associated with the Project is engineered to be conveyed through a proposed on-site
storm drain system that would include six (6) infiltration basins and one (1) detention basins, before discharging
off-site. Approximately 86% of the Project’s stormwater would be discharged directly to the Twin Creek
Channel and the other 14% would be discharged to the existing storm drain system installed beneath South
Waterman Avenue, which would ultimately be discharged to the Twin Creek Channel downstream (Thienes,
2014b, p. 6). The Project site is tabled to South Waterman Avenue per the County’s Master Plan of Drainage.
Under existing conditions, the site would discharge approximately 30.5 cfs of stormwater runoff to storm drains
installed beneath South Waterman Avenue during the 100-year storm event. With implementation of the
proposed Project, the site would discharge approximately 9.7 cfs of stormwater runoff to storm drains installed
beneath South Waterman Avenue during the 100-year storm event. (Thienes, 2014b, pp. 5-6) Accordingly,
implementation of the proposed Project would represent a reduction in runoff tabled to South Waterman Avenue
compared to both existing conditions and the County’s Master Plan of Drainage. The remainder of the storm
water runoff would discharge to the Twin Creek Channel, a fully improved, concrete lined flood control channel
that has the capacity to accommodate 100-year peak flows. Because the Twin Creek Channel would receive the
majority of the site’s runoff water (approximately 86%), and it has the capacity to accommodate the runoff,
implementation of the proposed Project would not exceed the capacity of existing or planned drainage systems
and impacts would be less than significant.
As discussed under the analysis of Issue IX(a), the proposed Project would be required to comply with a future
SWPPP and the Project’s WQMP (Technical Appendix H), which would identify BMPs to be incorporated into
the Project to ensure that near-term construction activities and long-term post-development activities of the
proposed Project would not result in substantial amounts of polluted runoff. Therefore, with mandatory
compliance with the Project’s SWPPP and WQMP, the proposed Project would not create or contribute
substantial additional sources of polluted runoff, and impacts would be less than significant.
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f) Otherwise substantially degrade water quality?
Finding: Less-Than-Significant Impact with Mitigation Incorporated
Source: (Project Application Materials)
The Project proposes to remove an abandoned railroad bridge that spans the Twin Creek Channel adjacent
to the Project site. The majority of the bridge removal work is proposed to be performed from the bridge
deck spanning the Channel. The wood deck would be removed manually with hand operated power tools
by working from one side of the bridge back toward the other side to allow for the bridge deck to serve as a
working platform. Once the wood framing has been removed leaving only the steel beams in place, a boom
lift would access the underside of the bridge to allow for the cutting of fastening points. The bridge beams
spanning the channel would then be rigged and hoisted to one side of the Channel and placed in a staging
area awaiting transport off-site. During the bridge removal process, there is a potential that construction
debris could fall into the Twin Creek Channel and have an adverse effect on water quality if the debris is
not promptly removed. The impact is potentially significant and mitigation would be required.
Mitigation for Bridge Removal
MM WQ-1 Prior to the issuance of permits to allow for the removal of the railroad bridge, the City shall
verify that the following notes are specified on construction documents. Project contractors shall
be required to comply with these notes and maintain written records of such compliance that can
be inspected by the City of San Bernardino upon request. This note shall also be specified in bid
documents issued to prospective construction contractors.
a) Bridge removal activities shall occur on days that are forecast to have 0% chance of rain.
b) Prior to the start of bridge removal, polyethylene sheeting or other comparable material shall
be attached to the underside of the bridge or within the Twin Creek Channel to collect any
falling debris. Debris that falls onto the sheeting shall be removed at the end of each work
day and placed into a disposal container. Debris shall not be allowed to accumulate on the
sheeting or within the Channel.
c) If any debris falls into the Twin Creek Channel, the contractor shall immediately collect the
debris, remove it from the Channel, and place it into a disposal container.
g) Place housing within a 100-year flood hazard area as mapped on a federal Flood Hazard
Boundary or Flood Hazard Insurance Rate Map or other flood hazard delineation map?
Finding: No Impact
Source: (Project Application Materials)
The proposed Project does not include housing. Therefore, there is no potential for the Project to place housing
within a 100-year flood hazard area. No impact would occur as a result of the Project.
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h) Place within a 100-year flood hazard area structures which would impede or redirect flood flows?
Finding: No Impact
Source: (FEMA, 2008; Thienes, 2014b)
According to FEMA’s Flood Insurance Rate Map No. 06071C8682H, the portions of the Project site located
immediately adjacent to the Twin Creek Channel are located within FEMA “Flood Zone A,” which corresponds
to areas subject to inundation under 100-year flood conditions. The Project does not propose to construct any
structures within the portions of the subject property that are located within a 100-year flood hazard area (a drive
aisle is proposed). Therefore, implementation of the proposed Project would not place structures within a 100-
year flood hazard area that would impede or redirect flood flows. No impact would occur.
i) Expose people or structures to a significant risk of loss, injury, or death involving flooding,
including flooding as a result of the failure of a levee or dam?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a; San Bernardino, 2005b)
There are no levees in the vicinity of the Project site; however, according to the City of San Bernardino General
Plan, the Project site is located within the inundation area of the Seven Oaks Dam, which is located
approximately 10.4 miles to the east of the site (San Bernardino, 2005a, p. 10-15). Accordingly, the Project site
has the potential to be exposed to flooding as a result of the failure of the Seven Oaks Dam (associated with the
Santa Ana River upstream), but this hazard risk would be no different than the risk posed to nearby properties
and the site under existing conditions. Furthermore, the City of San Bernardino General Plan EIR concludes
that the development of industrial land uses within the dam inundation area (like those proposed by the Project)
would not expose people or structures to a significant risk of loss, injury, or death due to flooding as a result of a
failure of the Seven Oaks Dam because the Dam is designed to withstand a catastrophic seismic event (an
earthquake measuring up to 8.0 on the Richter scale) and industrial land uses would not introduce a substantial
number of people within the potential inundation area (San Bernardino, 2005b, pp. 5-7.21). Accordingly, the
Project would not expose people or structures to a significant risk of loss, injury, or death involving flooding,
including flooding as a result of the failure of a levee or dam, and a less-than-significant impact would occur.
j) Expose people or property to inundation by seiche, tsunami, or mudflow?
Finding: No Impact
Source: (On-site Inspection, 2014; Google Earth, 2014; Project Application Materials)
The Pacific Ocean is located more than 50 miles from the Project site; consequently, there is no potential for
tsunamis to impact the Project. In addition, no steep hillsides subject to mudflow are located on or near the
Project site. The nearest large body of surface water to the site is Lake Arrowhead, located approximately 11.3
miles northeast of the Project site. (Google Earth, 2014) Due to the distance of Lake Arrowhead from the Project
site, a seiche in Lake Arrowhead would have no potential to impact on the Project site. Although the Twin
Creek Channel borders the Project site, it is not an enclosed or semi-enclosed basin that would be conducive to
reverberation and creation of a seiche. Therefore, the Project site would not be subject to inundation by a
seiche, mudflow, and/or tsunami. No impact would occur.
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X. LAND USE AND PLANNING – Would the
project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Physically divide an established
community?
b) Conflict with any applicable land use plan,
policy, or regulation of an agency with
jurisdiction over the project (including, but
not limited to the general plan, specific
plan, local coastal program, or zoning
ordinance) adopted for the purpose of
avoiding or mitigating an environmental
effect?
c) Conflict with any applicable habitat
conservation plan or natural community
conservation plan?
Impact Analysis
a) Physically divide an established community?
Finding: No Impact
Source: (On-site Inspection, 2014; Google Earth, 2014; Project Application Materials)
The Project site is partially developed under conditions with a bail bond business along the site’s frontage with
South Waterman Avenue, a vacant commercial building along the site’s frontage with South Waterman Avenue,
a truck repair business located in the site’s northeastern corner, and one residence in the eastern portion of the
site. The remaining portions of the Project site are vacant and undeveloped. The sparse development on-site
does not constitute an established community.
To the west of the Project site is South Waterman Avenue, beyond which are several single-family detached
homes, two light industrial businesses, and vacant, undeveloped land. Areas to the immediate west of the
Project do not constitute an established community, and are already physically separated from the Project site
under existing conditions by South Waterman Avenue. To the east of the Project site is industrial development
and vacant, undeveloped land; however, under existing conditions, the Project site is physically separated from
areas to the east by the Twin Creek Channel. To the south and southwest of the Project is a mix of industrial
and commercial development. The Project would serve, effectively, as an extension of existing development
patterns to the south and southwest and would not divide an established community located south of the subject
property. Scattered residential development (single-family residences and multi-family housing) is located
north of the Project site under existing conditions and an elementary school is located approximately 320 feet
northwest of the Project site (as measured from the Project site to the school site perimeter), across South
Waterman Avenue. However, the Project site does not provide access to the residential areas or the elementary
school, and implementation of the Project would not divide or isolate these existing residential uses from
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neighboring communities. Based on the foregoing, the Project would not physically divide an established
community. No impact would occur.
b) Conflict with any applicable land use plan, policy, or regulation of an agency with jurisdiction
over the project (including, but not limited to the general plan, specific plan, local coastal
program, or zoning ordinance) adopted for the purpose of avoiding or mitigating an
environmental effect?
Finding: Less-than-Significant Impact
Source: (SCAG, 2008; SCAG, 2012; SCAQMD, 2013; San Bernardino, 2009)
Under existing conditions the Project site is designated for “Office Industrial Park” and “Residential Medium
High” land uses by the City’s General Plan Land Use Plan and Zoning Map. The Project proposes a General
Plan Amendment and Zoning Map Amendment to change the subject property’s General Plan land use and
Zoning designations to “Industrial Light” to accommodate the development of an industrial warehouse building.
Although the Project would be inconsistent with the existing General Plan land use and Zoning designations,
such an inconsistency would only be significant if it were to result in significant, adverse physical effects to the
environment. As disclosed in this Initial Study, implementation of the proposed Project would develop the
subject property with a different land use than envisioned by the existing General Plan and allowed by the
existing Zoning Ordinance. The City of San Bernardino General Plan designates the Project site for the ultimate
development of up to 675,615 square feet of “Office Industrial Park (OIP)” land uses and up 99 attached
dwelling units, while the proposed Project would develop the site with a 426,858 s.f. logistics warehouse
building and associated site improvements. Accordingly, the proposed Project would develop the site at a lesser
intensity that what is approved under the existing General Plan and zoning designations. In all instances where
significant impacts have been identified, mitigation is provided to reduce each impact to less‐than‐significant
levels. Therefore, because the Project is processing a General Plan Amendment and Zoning Map Amendment to
modify the site’s underlying land use regulations to be consistent with those proposed by the Project and
because implementation of the Project would not result in significant impacts to the environment, the Project’s
inconsistency with the site’s existing underlying General Plan land use and Zoning designations represents a
less-than-significant impact.
The Project would otherwise not conflict with any applicable goals, objectives, and policies of the SCAQMD
AQMP, Southern California Association of Governments (SCAG) 2012-2035 Regional Transportation
Plan/Sustainable Communities Strategy (RTP/SCC), and SCAG Regional Comprehensive Plan. The RTP/SCS
notes that the SCAG region is forecasted to have a demand for over one billion square feet of warehousing space
by the year 2035, including a demand for 943 million square feet of non-port warehouse space. The demand for
non-port warehouse space is projected to increase by approximately 59 percent between the years 2008 and
2035 – from approximately 591 million square feet to approximately 943 million square feet. (SCAG, 2013, pp.
4-39 and 4-40) However, SCAG projects that the region will run out of suitably zoned vacant land designated
for warehouse facilities in about the year 2028. Unless other land not currently zoned for warehousing becomes
available, SCAG forecasts that by year 2035, a projected shortfall of approximately 227 million square feet of
warehouse space will occur between the years 2028 and 2035 (both port and non-port warehouse space).
(SCAG, 2013, p. 4-39) As the availability of vacant locations for industrial/warehousing facilities near the ports
reach capacity, the demand will shift inland to regions that have the vacant land and infrastructure to
accommodate such land uses, primarily the Inland Empire. Therefore, the Project’s proposed
industrial/warehouse uses are consistent with SCAG’s RTP/SCS Goods Movement Chapter.
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In conclusion, the Project would not conflict with any applicable land use plan, policy, or regulation adopted for
the purpose of avoiding or mitigating adverse environmental effects, and impacts would be less than significant.
c) Conflict with any applicable habitat conservation plan or natural community conservation plan?
Finding: No Impact
Source: (San Bernardino, 2005b, Chapter 5.3, Biological Resources; RBF, 2014)
The Project site is not located within the boundaries of any adopted Habitat Conservation Plan, Natural
Community Conservation Plan, or other approved local, regional, or state habitat conservation plan. Therefore,
no impact would occur.
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XI. MINERAL RESOURCES – Would the
project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Result in the loss of availability of known
mineral resource that would be of value to
the region and the residents of the state?
b) Result in the loss of locally important
mineral resource recovery site delineated
on a local general plan, specific plan, or
other land use plan?
Impact Analysis
a) Result in the loss of availability of known mineral resource that would be of value to the region
and the residents of the state?
Finding: Less-than-Significant Impact
Source: (CDC, 1995; CDC, 2008; San Bernardino, 2005a; San Bernardino, 2005b)
The Project site is located within an area designated by the California Department of Conservation as Mineral
Resource Zone 2 (MRZ-2) – defined as an area mapped as containing significant mineral deposits – for Portland
Cement Concrete (PCC)-grade aggregate minerals (CDC, 2008). As such, the proposed development of the
Project site would hinder access to the potential mineral resources contained beneath the Project site.
It is important to note that the mineral resource zone classifications assigned by the California Department of
Conservation focus solely on geologic factors and the potential value and marketability of a mineral resource,
without regard to existing land use and ownership or the compatibility of surrounding land uses. As part of the
General Plan Update process in 2005, the City of San Bernardino determined that there were areas of the City
with the potential to contain important mineral resources, as mapped by the Department of Conservation, where
mining activities were not suitable because of incompatible surrounding land uses. Areas in the City where
mining activities are considered appropriate received the “Industrial Extractive” land use designation, and all
other areas in the City were deemed inappropriate for mining activities. Under existing conditions, the Project
site is located within an area determined by the City to be unsuitable for mineral resource extraction land uses
and was, therefore, applied General Plan land use designations that prohibited mining activities (i.e., “Office
Industrial Park” and “Residential Medium High”) (San Bernardino, 2005a, pp. 2-17 and 2-19). The Zoning
designations applied to the subject property also prohibit mining land uses (San Bernardino, 2013, Chapters
19.04 and 19.08). Because mining of the Project site is already precluded by the City’s General Plan and
Development Code under existing conditions, the Project would not result in the loss of availability of a known
mineral resource that is able to be extracted. Furthermore, the use of the Project site for non-mining land uses
was previously addressed by the City as part of the General Plan EIR (SCH No. 2004111132), which found that
development of non-mining land uses in all areas of the City not designated for “Industrial Extractive” land uses
would not result in a significant effect related to the loss of mineral resources of value to the region or state (San
Bernardino, 2005b, p. 5.9-8). There are no components of the proposed Project that would result in new or more
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severe impacts associated with the loss of mineral resources beyond the levels that were previously evaluated
and disclosed as part of the City’s General Plan EIR. Impacts would be less than significant.
b) Result in the loss of locally important mineral resource recovery site delineated on a local general
plan, specific plan, or other land use plan?
Finding: No Impact
Source: (San Bernardino, 2005a; San Bernardino, 2013)
The City of San Bernardino General Plan does not identify the Project site as an important mineral resource
recovery site (San Bernardino, 2005a, p. 12-15). Furthermore, neither the City’s General Plan nor Development
Code designate the Project site for Industrial Extractive (IE) land uses, which is the only land use category
within the City where mining activities are permitted (San Bernardino, 2005a, p. 2-19; San Bernardino, 2013, II-
19.08-4). Accordingly, the Project site is not delineated on any local plan as a locally important mineral
resources recovery site. No impact would occur.
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XII. NOISE – Would the project result in:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Exposure of persons to or generation of
noise levels in excess of standards
established in the City’s General Plan or
Development Code, or applicable
standards of other agencies?
b) Exposure of persons to or generation of
excessive groundborne vibration or
groundborne noise levels?
c) A substantial permanent increase in
ambient noise level in the project vicinity
above existing without the project?
d) A substantial or periodic increase in
ambient noise levels in the project vicinity
above existing without the project?
e) For a project located within an airport
land use plan or, where such a plan has
not been adopted, within two miles of a
public airport or public use airport, would
the project expose people residing or
working in the project area to excessive
noise levels?
f) For a project within the vicinity of a
private airstrip, would the project expose
people residing or working in the project
area to excessive noise levels?
Impact Analysis
a) Exposure of persons to or generation of noise levels in excess of standards established in the City’s
General Plan or Development Code, or applicable standards of other agencies?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a, Chapter 14, Noise; San Bernardino, 2009; Urban Crossroads, 2014e; Project
Application Materials)
Noise generated at the Project site under existing conditions is limited to activities associated with the on-going
commercial land use (bail bonds business), industrial land use (truck repair business), and residential use (one
single-family home) on the subject property. Routine maintenance activities on the Project site (i.e., discing)
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also produce sporadic noise. No known unusual or loud noises occur on the Project site on a regular basis.
Primary noise sources near the site include vehicular noise on South Waterman Avenue and operational noise
from industrial land uses located east of the Project site, (east of the Twin Creek Channel). For more
information about the existing noise environment surrounding the Project site, refer to Technical Appendix J.
Development of the Project site as a logistics warehouse building has the potential to expose persons to or result
in elevated noise levels during both near-term construction activities and under long-term operational
conditions. Near-term (i.e., temporary) and long-term (i.e., permanent) noise level increases that would be
associated with the Project are described below.
Impact Analysis for Near-Term Construction Noise
The City’s Noise Ordinance (Municipal Code Section 8.54) includes a provision that exempts construction
activities from any maximum noise level standard, provided that construction activities occur between the hours
of 7:00 a.m. and 8:00 p.m. (Urban Crossroads, 2014e, p. 14). The Project is required to comply with the City’s
Noise Ordinance, so implementation of the Project would not expose persons to or generate near-term noise
levels in excess of standards adopted by the City.
Regardless of the Project’s consistency with the City’s Noise Ordinance as described above, construction
activities on the Project site, especially those activities involving heavy equipment, would create intermittent,
temporary increases in ambient noise levels in the vicinity of the Project site. Noise generated by construction
equipment, including trucks, graders, bulldozers, concrete mixers, and portable generators, can reach high
levels. The projected noise levels used for analysis assume the worst-case noise environment with all
construction equipment operating simultaneously, at full power, at the same location on the Project site. In
reality, noise levels would vary day-to-day and vary throughout the day, as it is highly unlikely that all pieces of
construction equipment would operate simultaneously at the same time and location on the Project site. As
shown on Table 9, Construction Noise Level Summary, Project-related construction activities are estimated to
reach a maximum noise levels between 62.8 and 84.1 equivalent-level decibels (dBA Leq) when measured at
nearby sensitive receptors.
Table 9 Construction Noise Level Summary
1Noise receiver locations are shown on Figure 4.
2Estimated construction noise levels during peak operating conditions.
Source: (Urban Crossroads, 2014e, Table 10-7)
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nearest noise-sensitive receiver to the Project site. Long-term measurement location L4
is used to describe the existing ambient noise conditions at this location.
EXHIBIT 8-A: NOISE RECEIVER LOCATIONS
09178-14 Noise Study
42
SCALENOTTO NOISE RECEIVER LOCATIONS
Figure 4
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As shown in Table 9, the highest noise levels would occur in the vicinity of Noise Receptors R7 and R8 (refer to
Figure 4 for noise receptor locations). During the construction phase, the Project would construct a solid,
masonry wall along the Project site property boundary adjacent to Receptors R7 and R8 (refer to Section 3.0,
Project Description). Solid masonry walls serve as a noise barrier and can reduce noise levels by up to 15.0
dBA (Urban Crossroads, 2014e, p. 8). The noise values presented in Table 9 do not account for the solid
masonry wall that the Project would install during the construction phase; therefore, it is likely that peak
construction noise levels at Receptors R7 and R8 would be lower than the levels reported in Table 9.
As described above, noise generated during near-term Project construction activities would cause an elevated
temporary increase in ambient noise levels and would affect off-site receptors, particularly when construction
equipment is operating in close proximity to the northeastern Project site boundary, north of which are single-
family homes. Although near-term Project construction activities on the Project site would comply with the
City’s Noise Ordinance and impacts would be less than significant, the Project Applicant has proposed the
following best practices that would be implemented during the Project’s construction phase to minimize the
exposure of nearby sensitive receptors to temporary increases in ambient noise levels.
a) Construction contractors will equip all construction equipment, fixed or mobile, with properly operating
and maintained mufflers, consistent with manufacturers’ standards.
b) Construction contractors will place all stationary construction equipment and equipment staging areas so
that all emitted noise is directed toward the center of the Project site and away from the property
boundaries.
c) Construction contractors will locate equipment staging in areas on the Project site that will create the
greatest distance between construction-related noise sources and noise sensitive receptors nearest the
Project site.
The City of San Bernardino would include those best practices as part of the Project’s conditions of approval.
Impacts would be less than significant and no mitigation is required.
Impact Analysis for Long-Term Operational Noise
To ensure that off-site residents are protected from excessive noise, the City of San Bernardino General Plan
Noise Element provides guidelines to evaluate the Land Use Compatibility for Community Noise Exposure.
These guidelines are based on the Governor’s Office of Planning and Research and are used to assess the
community noise exposure on land uses. According to the Land Use Compatibility for Community Noise
Exposure guidelines, noise sensitive land uses such as single family residences and schools that experience
exterior noise levels below 60 dBA community noise level equivalent level (CNEL) fall within a “normally
acceptable” noise range and noise levels between 60 and 70 dBA CNEL are “conditionally acceptable.” For
office and commercial land uses, exterior noise levels below 70 dBA CNEL are considered normally acceptable
and noise levels of less than 80 are considered conditionally acceptable. Industrial and manufacturing land uses
are considered normally acceptable with noise levels below 75 dBA CNEL and conditionally acceptable with
noise levels of less than 80 dBA CNEL. (Urban Crossroads, 2014e, p. 12)
The City’s Development Code (Section 19.20.030.15) identifies a maximum allowable exterior noise level of 65
dBA Leq for new residential developments (i.e., noise sensitive receptors). While the Development Code
specifically identifies a noise level limit for noise sensitive land uses, neither the City’s Development Code nor
Noise Ordinance maintain noise standards for non-noise sensitive land uses such as office, retail, manufacturing,
utilities, agriculture, and warehousing. The policies contained in the Development Code and Noise Ordinance
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are designed to protect sensitive receptors such as residential homes from the negative effects of “spillover” or
nuisance noise. To analyze noise impacts originating from a designated fixed location or private property such
as the Project site, stationary source noise such as idling trucks, delivery truck activities, parking, and backup
alarms are typically evaluated against the applicable policies adopted in the City’s Development Code and/or
Noise Ordinance. However, when such noises accompany a lawful business in an area zoned for that use, the
City’s Noise Ordinance exempts those noise producing activities from the controls listed in the Noise
Ordinance. (Urban Crossroads, 2014e, p. 14)
While the City’s General Plan, Noise Ordinance, and Development Code provide background on noise
fundamentals and establish noise compatibility standards for noise-sensitive land uses, they do not include any
standards or criteria to assess the impacts associated with cumulative traffic (mobile) noise source impacts.
Therefore, for purposes of evaluating long-term operational transportation-related noise impacts within the City,
the analysis in this Initial Study relies on the recommendations of the Federal Interagency Committee on Noise
(FICON). Pursuant to the FICON recommendations, the significance of cumulative transportation noise impacts
varies depending on the condition of the environment and the Project-related noise level increases. For
example, if the ambient noise environment is quiet and the new noise source greatly increase the noise levels, an
impact may occur even though the noise criteria might not be exceeded. Therefore, for the purpose of this
analysis, when the ambient noise environment is less than 60 dBA CNEL, a 5 dBA or more increase (i.e.,
“readily perceptible”) resulting from Project-related traffic is considered cumulatively considerable when nearby
noise sensitive receptors are affected. In areas where the without-Project noise levels range from 60 to 65 dBA
CNEL, a 3 dBA or more increase (i.e., “barely perceptible”) resulting from Project-related traffic is considered
cumulatively considerable when nearby noise sensitive receptors are affected. In areas where the without-
Project noise levels exceed 65 dBA CNEL, a 1.5 dBA or more increase resulting from Project-related traffic is
considered cumulatively considerable when nearby noise sensitive receptors are affected. (Urban Crossroads,
2014e, pp. 17-18)
Stationary Noise Impacts
Stationary noise sources associated with operation of the Project would include but not be limited to idling
trucks, delivery truck activities, parking, backup alarms, and HVAC equipment. The reference noise levels
describe the worst-case noise condition with full 24-hour daytime and nighttime distribution activities. In reality,
operational noise levels would vary throughout the day and would not be constant, so the analysis likely
overstates the Project’s impacts.
To estimate Project-related off-site operational noise levels, reference noise level measurements were collected
from the existing operations of Veg Fresh Farms and the FedEx distribution facility located at 500 East
Orangethorpe Avenue in the City of Anaheim. From a noise standpoint, a warehouse facility’s operational
characteristics are the primary factors that affect operational noise levels; the geographic location of the facility
does not substantially influence operational noise levels. The noise level measurements collected from the Veg
Fresh Farms and FedEx warehouse facilities in Anaheim, California are representative of stationary noise levels
expected at the Project site because these facilities have 24-hour operational activities that are comparable to
those proposed at the Project site. The reference noise level measurements include the daytime and nighttime
noise levels associated with idling trucks, delivery truck activities, parking, backup alarms and refrigerated
containers or reefers. Although a tenant requiring refrigeration is not expected to occupy the Project site, the
inclusion of refrigeration activities as part of the reference noise level allows analysis of a higher intensity
operation than a non-refrigeration operation that would likely occupy the Project site. The reference noise level
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measurements were collected on Tuesday, January 22, 2013, and represent the typical 24-hour operations
expected at the Project site.
Based on the reference noise levels, as described above, the Project’s operational noise levels were modeled at
nearby sensitive receptors. As summarized in Table 10, Operational Noise Levels, the Project’s operational
noise levels would not exceed 52.4 dBA Leq at any nearby sensitive receptor (refer to Technical Appendix J for
a detailed description of nearby sensitive receptors). When the Project’s operational noise is added to ambient
noise levels, no sensitive receptors would be exposed to noise levels that exceed 65 dBA Leq during daytime or
nighttime hours (see Table 11 and Table 12 below). Therefore, operation of the Project would not cause or
contribute to any nearby sensitive receptors being exposed to noise levels in excess of applicable City standards.
The Project's stationary noise impact during long-term operation would be less than significant and would not be
cumulatively considerable.
Table 10 Operational Noise Levels
1Noise receiver locations are shown on Figure 4.
2City of San Bernardino General Plan Land Use Element, Figure LU-2.
3City of San Bernardino Development Code, Section 19.20.030.15(A).
4Estimated Project stationary source noise levels as shown on Technical Appendix J, Table 9-1.
5Do the estimated Project stationary source noise levels meet the City of San Bernardino Development Code standard?
Source: (Urban Crossroads, 2014e, Table 9-2).
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Table 11 Daytime (7:00 a.m. to 10:00 p.m.) Operational Noise Level Impacts (dBA Leq)
1Noise receiver locations are shown on Figure 4.
2Estimated Project stationary source noise levels as shown on Technical Appendix J, Table 9-1.
3Reference noise level measurements as shown on Technical Appendix J, Exhibit 5-A.
4Observed daytime ambient noise levels as shown on Technical Appendix J, Table 5-1.
5Represents the combined reference ambient noise levels plus Project operational noise level.
6The noise level increase expected with the addition of the Project.
7As defined on Pages 66-67 of this Initial Study
Source: (Urban Crossroads, 2014e Table 9-3).
Table 12 Nighttime (10:00 p.m. to 7:00 a.m.) Operational Noise Level Impacts (dBA Leq)
1Noise receiver locations are shown on Figure 4.
2Estimated Project stationary source noise levels as shown on Technical Appendix J, Table 9-1.
3Reference noise level measurements as shown on Technical Appendix J, Exhibit 5-A.
4Observed daytime ambient noise levels as shown on Technical Appendix J, Table 5-1.
5Represents the combined reference ambient noise levels plus Project operational noise level.
6The noise level increase expected with the addition of the Project.
7As defined on Pages 66-67 of this Initial Study
Source: (Urban Crossroads, 2014e Table 9-4)
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Traffic-Related Noise Impacts
To evaluate off-site noise increases that could result from Project-related traffic, noise levels were modeled for
the following three traffic scenarios:
• Existing: This scenario refers to the existing traffic noise conditions without and with the proposed
Project.
• Project Opening Year (2015): This scenario refers to the background noise conditions at Project opening
(2015) without and with the Project.
• Horizon Year (2035): This scenario refers to the background noise conditions at Year 2035 without and
with the proposed Project.
Traffic noise contours and noise levels were established based on existing and projected future traffic conditions
on off-site roadway segments within the Project’s study area, and do not take into account the effect of any
existing noise barriers or topography that may affect ambient noise levels. Refer to Technical Appendix J for a
detailed description of the methodology used to evaluate the Project’s traffic-related noise effects.
Table 13, Existing Off-Site Project-Related Traffic Noise Impacts, presents a comparison of the existing noise
conditions along Project study area roadway segments and the noise levels that would result with addition of
Project-related traffic. Noise levels along roadway segments within the Project study area would increase from
0.0 to 0.2 dBA CNEL with development of the proposed Project. As shown in Table 13, all roadway segments
in the Project study area would exceed 65 dBA CNEL with and without Project-related traffic. However, the
Project would not directly cause any roadway segment to exceed 65 dBA CNEL and the Project’s noise
contributions would not be considered substantial based on the existing ambient noise levels (i.e., an increase of
less than 1.5 dBA). Under existing conditions, there is an elementary school located approximately 370 feet
northwest of the Project site (which is not adjacent to roadway segment), and two non-conforming residential
land uses west of South Waterman Avenue. Each of these sensitive receptors are exposed to noise that exceeds
65 dBA CNEL under existing conditions. The Project’s noise contributions would not be considered substantial
based on the existing ambient noise levels (i.e., an increase of less than 1.5 dBA). Accordingly, the Project
would neither expose off-site sensitive receptors to or generate noise levels in excess of applicable noise
standards nor result in a substantial permanent increase in noise levels above ambient conditions. Therefore, the
Project’s off-site traffic-related noise impacts would be less than significant under existing plus Project
conditions.
Table 13 Existing Off-Site Project-Related Traffic Noise Impacts
1City of San Bernardino General Plan Land Use Element, Figure LU-2.
2As defined on Pages 66-67 of this Initial Study
Source: (Urban Crossroads, 2014e, Table 7-7)
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Table 14, Year 2015 Off-Site Project-Related Traffic Noise Impacts, presents a comparison of estimated Year
2015 noise conditions along Project study area roadway segments and the noise levels that would result with
addition of Project-related traffic. Noise levels along roadway segments within the Project study area would
increase from 0.0 to 0.2 dBA CNEL with development of the proposed Project. As shown in Table 14, all
roadway segments in the Project study area would exceed 65 dBA CNEL with and without Project-related
traffic. However, the Project would not directly cause any roadway segment (including roads adjacent to/in the
vicinity of the nearby off-site elementary school and residential land uses) to exceed 65 dBA CNEL and the
Project’s noise contributions would not be considered substantial based on the existing ambient noise levels (i.e.,
an increase of less than 1.5 dBA). Accordingly, the Project would neither expose off-site sensitive receptors to
or generate noise levels in excess of applicable noise standards nor result in a substantial permanent increase in
noise levels above ambient conditions. Therefore, the Project’s off-site traffic-related noise impacts would be
less than significant under Year 2015 conditions.
Table 14 Year 2015 Off-Site Project-Related Traffic Noise Impacts
1City of San Bernardino General Plan Land Use Element, Figure LU-2.
2As defined on Pages 66-67 f this Initial Study
Source: (Urban Crossroads, 2014e, Table 7-8)
Table 15, Horizon Year (2035) Off-Site Project-Related Traffic Noise Impacts, presents a comparison of
estimated Year 2035 noise conditions along Project study area roadway segments and the noise levels that
would result with addition of Project-related traffic. Noise levels along roadway segments within the Project
study area would increase from 0.0 to 0.2 dBA CNEL with development of the proposed Project. As shown in
Table 15, all roadway segments in the Project study area would exceed 65 dBA CNEL with and without Project-
related traffic. However, the Project would not directly cause any roadway segment (including roads adjacent
to/in the vicinity of the nearby off-site elementary school and residential land uses) to exceed 65 dBA CNEL
and the Project’s noise contributions would not be considered substantial based on the existing ambient noise
levels (i.e., less than 1.5 dBA). Furthermore, there are no sensitive receptors located adjacent to any Project
study area roadway segment. Therefore, the Project’s off-site traffic-related noise impacts would be less than
significant under Horizon Year (2035) conditions. Accordingly, the Project would neither expose off-site
sensitive receptors to or generate noise levels in excess of applicable noise standards nor result in a substantial
permanent increase in noise levels above ambient conditions.
In summary, long-term operation of the proposed Project would not generate a substantial permanent increase in
off-site traffic-related noise levels, nor would Project-related traffic cause or contribute to the exposure of
sensitive receptors to noise levels in excess of applicable standards. The Project’s traffic-related noise impacts
would be less than significant and no mitigation would be required.
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Table 15 Horizon Year (2035) Off-Site Project-Related Traffic Noise Impacts
1City of San Bernardino General Plan Land Use Element, Figure LU-2.
2As defined on Pages 66-67 of this Initial Study
Source: (Urban Crossroads, 2014e, Table 7-9).
Conclusion
Based on the preceding analysis, no component of the Project’s near-term construction or long-term operation
(including on-site operational activities and off-site traffic) would expose sensitive receptors to or generate noise
levels in excess of applicable noise standards. Impacts would be less than significant.
b) Exposure of persons to or generation of excessive groundborne vibration or groundborne noise
levels?
Finding: Less-than-Significant Impact
Source: (Urban Crossroads, 2014e)
Impact Analysis for Near-Term Construction Vibration
Construction activities that would occur within the Project site are expected to include grading, excavation, and
heavy construction equipment activities that have the potential to generate low levels of intermittent, localized
ground-borne vibration. There is no groundborne vibration potential associated with the proposed off-site
bridge removal because the removal would be conducted mostly with hand operated tools. The City of San
Bernardino does not have an adopted vibration standard, so the Project’s construction-related vibration levels
were estimated and evaluated using methodology published by the Federal Transit Administration (FTA) (Urban
Crossroads, 2014e, p. 30). Refer to Technical Appendix J for a detailed description of the methodology used to
calculate construction vibration levels.
Vibration levels anticipated to result from Project-related construction activities were calculated at each of the
eight (8) receiver locations identified on Figure 4. The results of the vibration analysis for Project-related
construction activities are summarized in Table 16, Construction Vibration Levels. As shown in Table 16,
Project-related construction activities would not expose any nearby receptor to peak vibration levels in excess of
70.0 vibration decibels (VdB), which is less than the FTA’s maximum acceptable vibration standard (i.e., 80.0
VdB). Because the Project would not exceed the FTA’s acceptable vibration standard, near-term construction
activities would not expose persons to or generate excessive groundborne vibration or groundborne noise levels.
Therefore, the Project would result in less-than-significant impacts associated with construction vibration.
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Table 16 Construction Vibration Levels
1Receiver locations are shown on Figure 4.
2Based on vibration source levels listed in (Urban Crossroads, 2014e, Table 6-7).
3Do vibration levels exceed the FTA maximum acceptable vibration standard of 80 VdB?
Source: (Urban Crossroads, 2014e, Table 10-9)
Impact Analysis for Long-Term Operational Noise
Under long-term conditions, operational activities of the proposed Project would not include nor require
equipment, facilities, or activities that would result in perceptible groundborne vibration. Trucks would travel
to-and-from the Project site during long-term operation; however, vibration levels for heavy trucks operating at
low-to-normal speeds on smooth, paved surfaces – as is expected on the Project site and along surrounding
roadways – are typically below the human threshold of perception (65 VdB, (Urban Crossroads, 2014e, p. 50)).
Accordingly, long-term operation of the Project would not expose persons to or generate excessive groundborne
vibration or groundborne noise levels, and a less-than-significant impact would occur.
Conclusion
Based on the foregoing analysis, the Project would not expose persons to or generate excessive groundborne
vibration or groundborne noise during near-term construction or long-term operation. Impacts would be less
than significant and no mitigation is required.
c) A substantial permanent increase in ambient noise level in the project vicinity above existing
without the project?
Finding: Less-than-Significant Impact
Source: (Urban Crossroads, 2014e)
As discussed above under Issue XII(a), the Project would not result in a substantial, permanent increase in
ambient noise levels in the Project vicinity above existing levels without the Project. Refer the analysis under
Issue XII(a) for more information. Impacts would be less than significant and no mitigation is required.
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d) A substantial or periodic increase in ambient noise levels in the project vicinity above existing
without the project?
Finding: Less-than-Significant Impact
Source: (Urban Crossroads, 2014e)
The analysis presented under Issue XII(a) concluded that the Project would result in elevated noise levels during
Project construction and operation, but noise level increases would be less than significant. Refer to the analysis
under Issue XII(a). Construction activities would be required to comply with the City’s Noise Ordinance and
the Project Applicant has proposed best management practices that will occur on-site during the construction
process to minimize periodic increases in noise. Impacts would be less than significant and no mitigation is
required.
e) For a project located within an airport land use plan or, where such a plan has not been adopted,
within two miles of a public airport or public use airport, would the project expose people
residing or working in the project area to excessive noise levels?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005b, Chapter 5.10, Noise; Google Earth, 2014; Project Application Materials)
The Project site is located within two miles of the San Bernardino International Airport. The Project site is
subject to aircraft-related noise, but such noise is not regarded as excessive (City of San Bernardino, 2005b,
Chapter 5.10, Noise). The areas with highest exposure to airport-related noise occur along the extended runway
centerline as aircraft ascend/descend for takeoffs and landings. The San Bernardino International Airport’s
runways are oriented southwest to northeast, whereas the Project site is located to the northwest of the airport
and is not located within the approach or take-off areas at either end of the runway. As such, the Project would
not be exposed to substantial noise from the San Bernardino International Airport. Accordingly, workers and
visitors to the Project site would not be exposed to excessive noise levels from nearby airport operations and
impacts would be less than significant.
f) For a project within the vicinity of a private airstrip, would the project expose people residing or
working in the project area to excessive noise levels?
Finding: No Impact
Source: (Google Earth, 2014)
There are no private airfields or airstrips in the vicinity of the Project site. Therefore, the proposed Project
would not expose people to excessive noise levels associated with operations at a private airstrip and no impact
would occur.
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XIII. POPULATION AND HOUSING –
Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Induce substantial growth in an area either
directly (for example, by proposing new
homes and businesses) or indirectly (for
example, through extension of roads or
other infrastructure)?
b) Displace substantial numbers of existing
housing, necessitating the construction of
replacement housing elsewhere?
c) Displace substantial numbers of people,
necessitating the construction of
replacement housing elsewhere?
Impact Analysis
a) Induce substantial growth in an area either directly (for example, by proposing new homes and
businesses) or indirectly (for example, through extension of roads or other infrastructure)?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a Chapter 2, Land Use; San Bernardino, 2005b Chapter 5.11, Population and
Housing)
If the Project site were developed in accordance with its existing, underlying General Plan land use designations,
up to 675,615 square feet of “Office Industrial Park” land uses and up to 99 attached dwelling units could be
constructed on the subject property. In comparison, the Project would develop the subject property with a
426,858 square-foot logistics warehouse building and associated site improvements. Accordingly, the Project
would develop the site with less-intense land uses than those planned by the existing General Plan, and would
not result in growth that was not already anticipated by the City of San Bernardino General Plan and evaluated
in the City of San Bernardino General Plan EIR. The Project site is served by existing public roadways and
utility infrastructure is already installed beneath public rights of way that abut the property. The Project would
install an off-site sewer pipe segment beneath South Waterman Avenue; however, the sewer pipe would merely
extend an existing sewer main to provide service to the Project site and would not contain sufficient, excess
capacity to support substantial growth. As such, implementation of the Project would not result in direct or
indirect growth in the area, and impacts would be less than significant.
b) Displace substantial numbers of existing housing, necessitating the construction of replacement
housing elsewhere?
Finding: Less-than-Significant Impact
Source: (Project Application Materials; On-Site Inspection (2014))
The Project site contains one (1) occupied residential structure under existing conditions. Although the Project
would remove this home from the subject property, the demolition of one home would not necessitate the
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construction of replacement housing elsewhere as the elimination of one home does not comprise a substantial
number of existing homes. The Project would result in a less-than-significant impact.
c) Displace substantial numbers of people, necessitating the construction of replacement housing
elsewhere?
Finding: Less-than-Significant Impact
Source: (Project Application Materials; On-Site Inspection (2014))
As described above under the response to Issue XIII(b), the Project would demolish one (1) occupied residential
structure and would not necessitate the construction of replacement housing elsewhere. Accordingly,
implementation of the proposed Project would not displace substantial numbers of people and would not
necessitate the construction of replacement housing elsewhere. Impacts would be less than significant.
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XIV. PUBLIC SERVICES – Would the
project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Result in substantial adverse physical
impacts associated with the provision of
new or physically altered governmental
facilities, need for new or physically
altered governmental facilities, the
construction of which could cause
significant environmental impacts, in
order to maintain acceptable service
rations, response times, or other
performance objectives for any of the
public services?
1) Fire protection?
2) Police protection?
3) Schools?
4) Parks?
5) Other public services?
Impact Analysis
a)(1) Would the project result in substantial adverse physical impacts associated with the provision of
new or physically altered governmental facilities, need for new or physically altered governmental
facilities, the construction of which could cause significant environmental impacts, in order to
maintain acceptable service ratios, response times or other performance objectives for any of the
public services: Fire protection?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a Chapter 7, Public Facilities and Services; San Bernardino, 2005b Chapter
5.12, Public Services; San Bernardino, 2009, Chapter3.27, Development Impact Fees)
The City of San Bernardino Fire Department provides fire protection service to the Project site under existing
conditions and would provide service to the proposed Project. The proposed Project would be primarily served
by Station 221, an existing station located at 200 East 3rd Street (approximately 0.7 roadway mile northwest of
the Project site). Based on the Project’s proximity to this existing fire station, the Project would be adequately
served by fire protection services, and no new or expanded facilities would be required.
The proposed Project also would be required to provide a minimum of fire safety and support fire suppression
activities, including type of building construction, fire sprinklers, a fire hydrant system and paved access to the
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Project site. Furthermore, the proposed Project is required to comply with the provisions of the City of San
Bernardino’s Development Impact Fee (refer to City Municipal Code Chapter 3.27), which requires a fee
payment that the City applies to the funding of public facilities, including fire suppression facilities, vehicles and
equipment. Mandatory compliance with the Development Impact Fee would be required prior to the issuance of
building permits.
Based on the foregoing, the proposed Project would receive adequate fire protection service, and would not
result in the need for new or physically altered fire protection facilities. Impacts to fire protection facilities
would be, therefore, less than significant and no mitigation is required.
a)(2) Would the project result in substantial adverse physical impacts associated with the provision of
new or physically altered governmental facilities, need for new or physically altered governmental
facilities, the construction of which could cause significant environmental impacts, in order to
maintain acceptable service ratios, response times or other performance objectives for any of the
public services: Police Protection?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a Chapter 7, Public Facilities and Services; San Bernardino, 2005b Chapter
5.12, Public Services; San Bernardino, 2009, Chapter3.27, Development Impact Fees)
The San Bernardino Police Department provides police protection services to the Project site under existing
conditions and would provide service to the Project via their headquarters at 710 North “D” Street, in the City of
San Bernardino. Redevelopment of the subject property with one warehouse building would introduce a new
structure and employees to the Project site. This would result in an incremental increase in demand for law
enforcement services, but is not anticipated to require or result in the construction of new or physically altered
law enforcement facilities. Prior to the issuance of building permits, the Project Applicant is required to comply
with the provisions of the City of San Bernardino’s Development Impact Fee Ordinance (refer to City Municipal
Code Chapter 3.27), which requires a fee payment that the City applies to the funding of public facilities,
including law enforcement facilities, vehicles, and equipment. Based on the foregoing, the proposed Project
would receive adequate police protection service, and would not result in the need for new or physically altered
police protection facilities. Impacts to police protection facilities would be therefore less than significant with
no mitigation required.
a)(3) Would the project result in substantial adverse physical impacts associated with the provision of
new or physically altered governmental facilities, need for new or physically altered governmental
facilities, the construction of which could cause significant environmental impacts, in order to
maintain acceptable service ratios, response times or other performance objectives for any of the
public services: Schools?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005b Chapter 5.8, Land Use and Planning; CA SB 50)
The Project would not create a direct demand for public school services, as the land use proposed by the Project
(i.e., logistics warehouse building) would not generate any school-aged children requiring public education. The
addition of employment uses on the Project site would assist in the achievement of the City’s goal to provide a
better jobs/housing balance within the City and the larger San Bernardino County region. Thus, the Project is
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not expected to draw new residents to the region and would therefore not indirectly generate additional school-
aged students requiring public education. Because the Project would not directly generate students and is not
expected to indirectly draw students to the area, the proposed Project would not result in the need to construct
new or physically altered public school facilities. Although the Project would not create a demand for additional
public school services, the Project Applicant would be required to contribute development impact fees to the
San Bernardino Unified School District, in compliance with California Senate Bill 50 (Greene). Mandatory
payment of school fees would be required prior to the issuance of building permits. Project-related impacts to
public schools would be less than significant and no mitigation is required.
a)(4) Would the project result in substantial adverse physical impacts associated with the provision of
new or physically altered governmental facilities, need for new or physically altered governmental
facilities, the construction of which could cause significant environmental impacts, in order to
maintain acceptable service ratios, response times or other performance objectives for any of the
public services: Parks?
Finding: Less-than-Significant Impact
Source: (Project Application Materials)
As discussed below under the responses to Issues XV(a) and XV(b), the proposed Project would not create a
demand for public park facilities and would not result in the need to modify existing or construct new park
facilities. Accordingly, implementation of the Project would not adversely affect any park facility and impacts
are regarded as less than significant.
a)(5) Would the project result in substantial adverse physical impacts associated with the provision of
new or physically altered governmental facilities, need for new or physically altered governmental
facilities, the construction of which could cause significant environmental impacts, in order to
maintain acceptable service ratios, response times or other performance objectives for any of the
public services: Other public facilities?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a Chapter 14, Noise; San Bernardino, 2009)
The proposed Project is not expected to result in a demand for other public facilities/services, including libraries,
community recreation centers, post offices, public health facilities, and animal shelters. As such,
implementation of the Project would not adversely affect other public facilities or require the construction of
new or modified facilities. Impacts are less than significant.
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XV. RECREATION – Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Increase the use of existing neighborhood
and regional parks or other recreational
facilities such that substantial physical
deterioration of the facility would occur or
be accelerated?
b) Include recreational facilities or require
the construction or expansion of
recreational facilities which might have an
adverse physical effect on the
environment?
Impact Analysis
a) Increase the use of existing neighborhood and regional parks or other recreational facilities such
that substantial physical deterioration of the facility would occur or be accelerated?
Finding: No Impact
Source: (Project Application Materials)
The Project would redevelop the subject property with one industrial warehouse building. The Project does not
propose any type of residential use or other land use that may generate a population that would increase the use
of existing neighborhood and regional parks or other recreational facilities in the vicinity. Accordingly,
implementation of the Project would not result in the increased use or substantial physical deterioration of an
existing neighborhood or regional park and no impact would occur.
b) Include recreational facilities or require the construction or expansion of recreational facilities
which might have an adverse physical effect on the environment?
Finding: No Impact
Source: (Project Application Materials)
The proposed Project would redevelop the subject property with one warehouse building. The Project does not
propose to construct any new on- or off-site recreation facilities. The Project would not expand any existing off-
site recreational facilities. Therefore, adverse environmental impacts related to the construction or expansion of
recreational facilities would not occur with implementation of the Project.
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XV. TRANSPORTATION/CIRCULATION –
Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact No Impact
a) Conflict with an applicable plan, ordinance
or policy establishing measures of
effectiveness for the performance of the
circulation system taking into account all
modes of transportation including mass
transit and non-motorized travel and
relevant components of the circulation
system, including but not limited to
intersections, streets, highways and
freeways, pedestrian and bicycle paths, and
mass transit?
b) Conflict with an applicable congestion
management program, including, but not
limited to level of service standards and
travel demand measures, or other standards
established by the county congestion
management agency for designated roads
or roadways?
c) Result in a change in air traffic patterns,
including an increase in traffic levels or a
change in location that results in substantial
risks?
d) Substantially increase hazards due to
design feature (e.g., sharp curves of
dangerous intersections) or incompatible
uses (e.g., farm equipment)?
e) Result in inadequate emergency access?
f) Conflict with adopted policies, plans or
programs supporting alternative
transportation (e.g., bus turnouts, bicycle
racks) supporting alternative transportation?
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Impact Analysis
a) Conflict with an applicable plan, ordinance or policy establishing measures of effectiveness for the
performance of the circulation system taking into account all modes of transportation including
mass transit and non-motorized travel and relevant components of the circulation system,
including but not limited to intersections, streets, highways and freeways, pedestrian and bicycle
paths, and mass transit?
Finding: Less-than-Significant Impact
Source: (Urban Crossroads, 2014d)
For purposes of analyzing the Project’s potential impacts to traffic, the City of San Bernardino identified a
traffic impact study area in conformance with their Traffic Impact Study Guidelines (dated September 24, 2004).
Based on the Guidelines, the minimum area to be studied includes any intersection at which a proposed project
would add 50 or more peak hour trips. For the proposed Project, the traffic study impact area includes three (3)
existing and future intersections: 1) South Waterman Avenue/Project Driveway 1; 2) South Waterman
Avenue/Project Driveway 2; and 3) South Waterman Avenue/Mill Street. Refer to the Traffic Impact Analysis
prepared for the Project by Urban Crossroads for more information about the analysis methodologies employed
in the evaluation of the Project’s potential traffic-related impacts (Technical Appendix K).
In accordance with the scoping agreement for the Project approved by City of San Bernardino staff (refer to
Appendix 1.1 of Technical Appendix K), the Project would result in a substantial adverse effect to the
performance of the circulation system if any of the following situations would occur (Urban Crossroads, 2014d,
p. 12):
• If an intersection is projected to operate at an acceptable level of service (i.e., LOS “D” or better)
without the Project and the addition of Project traffic, as measured by 50 or more peak hour trips, is
expected to cause the intersection to operate at an unacceptable level of service (i.e., LOS “E” or
worse), the Project’s impact is considered a significant direct impact.
• If an intersection is projected to operate at an unacceptable level of service (i.e., LOS “E” or “F”)
without the Project, and the Project contributes 50 or more peak hour trips, the Project’s impact is
considered cumulatively considerable.
Under existing conditions, the Project site is partially developed and generates minimal traffic. Existing traffic
counts in the study area were collected on August 19, 2014. This day was representative of typical weekday
peak hour traffic conditions in the study area, as no observations were made in the field by Urban Crossroads
that would indicate atypical traffic conditions on this date. (Urban Crossroads, 2014d, p. 18) Based on the
collected traffic counts, the only existing intersection in the Project study area, South Waterman Avenue/Mill
Street intersection, operates at acceptable LOS (Urban Crossroads, 2014d, p. 22). Refer to Technical Appendix K
for more information about existing traffic conditions in the Project’s study area.
Project Trip Generation and Distribution
Trip generation represents the amount of traffic that is attracted to and produced by a development project.
Determining traffic generation for a specific project is based upon forecasting the amount of traffic that is
expected to be both attracted to and produced by the specific land uses proposed for a given development.
Based on vehicle trip generation rates published by the Institute of Transportation Engineers (ITE), the Project is
estimated to generate approximately 722 daily vehicle trips, including 47 trips during the AM peak hour and 52
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trips during the PM peak hour. Of the Project’s estimated 722 daily vehicle trips, 148 trips would be from
trucks with a size of two axles or greater. In conformance with standard traffic engineering practices in
Southern California, the Project’s daily vehicle trips were converted to a passenger car equivalent (PCE). PCE
factors allow the typical “real-world” mix of vehicle types to be represented as a single, standardized unit (i.e.,
the passenger car), for purposes of capacity and LOS analyses. A PCE factor of 1.5 was applied to two-axle
truck trips, a factor of 2.0 was applied to three-axle truck trips, and a factor of 3.0 was applied to four plus-axle
truck trips. After converting Project trips to PCE, the Project is estimated to produce an estimated 976 PCE
daily vehicle trips, including 64 PCE trips during the AM Peak Hour and 70 PCE trips during the PM Peak
Hour. The Project’s PCE vehicle trips were used for purposes of determining the Project’s potential effect to the
circulation system. (Urban Crossroads, 2014d, pp. 25-27). For more information about the Project’s trip
generation, refer to Technical Appendix K.
Trip distribution is the process of identifying the probable destinations, directions, or traffic routes that would be
utilized by Project traffic. The potential interaction between the planned land uses and surrounding regional
access routes are considered, to identify the routes where Project traffic would distribute. The trip distribution
for the proposed Project was developed based on anticipated passenger car and truck travel patterns to-and-from
the Project site. The total volume on each roadway was divided by the Project’s total traffic generation to
indicate the percentage of Project traffic that would use each component of the roadway system in each relevant
direction. The Project’s trip distribution patterns are graphically depicted on Figure 5, Project Truck
Distribution, and Figure 6, Project Car Trip Distribution.
The assignment of traffic from the Project area to the adjoining roadway system is based on the Project trip
generation, trip distribution, and the arterial highway and local street system improvements that would be in
place by the time of initial occupancy of the Project. Based on the identified Project traffic generation and trip
distribution patterns, PCE factored Project average daily traffic (ADT) volumes for the weekday are shown on
Figure 7, Project Average Daily Traffic.
Analysis Scenarios
For the purposes of the proposed Project’s traffic impact analysis, potential impacts to traffic and circulation
have been assessed for each of the following conditions:
• Near-Term Construction (1 scenario)
• Existing (2014) plus Project (1 scenario)
• Opening Year (2015) with Project and Opening Year (2015) with Project and cumulative development
projects (2 scenarios)
• Horizon Year (2035), without and with Project (2 scenarios)
The Near-Term Construction conditions analysis determines the potential for Project construction-related traffic
to result in an adverse effect to the local roadway system. Types of traffic anticipated during construction
include employees traveling to/from the Project site as well as deliveries of construction materials to the Project
site.
The Existing (2014) plus Project (E+P) analysis determines direct Project-related traffic impacts that would
occur on the existing roadway system in the theoretical scenario of the Project being placed upon existing
conditions. Existing conditions (2014) represents the baseline traffic conditions as they existed at the time the
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SCALENOTTO PROJECT TRUCK DISTRIBUTION
Figure 5
Page 88Waterman Logistics Center
Source(s): Urban Crossraods (09-12-14)
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SCALENOTTO PROJECT CAR DISTRIBUTION
Figure 6
Page 89
Source(s): Urban Crossroads (09-12-14)
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SCALENOTTO PROJECT AVERAGE DAILY TRAFFIC
Figure 7
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Source(s): Urban Crossroads (09-12-14)
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Project’s applications were submitted to the City of San Bernardino. Because the Project is not expected to be
fully built and occupied until at least 2015, the E+P scenario is presented to disclose direct impacts as required
by CEQA.
The Opening Year (2015) analysis includes an evaluation the Existing plus Ambient Growth plus Project
(E+A+P) traffic conditions. The E+A+P analysis is intended to identify the direct impacts associated solely with
the development of the proposed Project based on the expected background growth within the study area. The
Opening Year (2015) analysis also includes an evaluation of Existing plus Ambient Growth plus Project plus
Cumulative Development (E+A+P+C) conditions to identify the Project’s potential cumulative contribution to
traffic impacts within the study area.
The Horizon Year (2035) conditions analysis is utilized to determine if improvements funded through local and
regional transportation mitigation fee programs, such as the City of San Bernardino Development Impact Fee
program or other approved funding mechanisms, can accommodate the cumulative traffic at the target level of
service identified in the City of San Bernardino General Plan. If the planned and funded improvements can
provide the necessary improvements, then the Project’s payment into applicable, established fee programs (as
required by the Conditions of Approval imposed on the Project by the City) would be considered adequate
mitigation for cumulatively considerable impacts. If other improvements are needed beyond the “funded”
improvements (such as localized improvements to non-funded facilities), they are identified as such.
Refer to Technical Appendix K for a detailed discussion of the methodologies and assumptions for each analysis
scenario, and a list of cumulative development projects considered in the analysis.
Impact Analysis for Near-term Construction Traffic Conditions
During the construction phase of the Project, traffic to-and-from the subject property would be generated by
activities such as construction employee trips, delivery of construction materials, and use of heavy equipment.
Vehicular traffic associated with construction employees would be less than daily and peak hour traffic volumes
generated during Project operational activities, and is not expected to result in a substantial adverse effect to the
local roadway system. Deliveries of construction materials to the Project site would also have a nominal effect
to the local roadway network. Construction materials would be delivered to the site throughout the construction
phase based on need and would not occur on an everyday basis. Heavy equipment would be utilized on the
Project site during the construction phase. As most heavy equipment is not authorized to be driven on a public
roadway, most equipment would be delivered and removed from the site via flatbed trucks. As with the delivery
of construction materials, the delivery of heavy equipment to the Project site would not occur on a daily basis,
but would occur periodically throughout the construction phase based on need. As previously described, all
existing intersections in the Project’s study area operate at acceptable LOS under Existing (2014) conditions.
The addition of temporary, Project-related construction traffic to these transportation facilities would not
degrade LOS to a deficient level. Accordingly, traffic generated by the Project’s construction phase would not
result in a conflict with an applicable plan, ordinance, or policy establishing measures of effectiveness for the
performance of the circulation system. Impacts during the Project’s construction phase would be less than
significant.
Impact Analysis for Existing Plus Project Traffic Conditions
For purposes of information disclosure, this subsection presents an analysis of existing traffic volumes plus
traffic generated by the proposed Project (Existing plus Project, or E+P). The reason this particular analysis
scenario is provided is to disclose the potential for direct impacts to the existing environment as required by
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CEQA. The E+P scenario rarely materializes as an actual scenario in the real world. The time period between
the environmental baseline date and the date project buildout occurs can often be a period of several years or
more. In the case of the proposed Project, the time period estimated between existing conditions (2014) and
estimated Project buildout (2015) is one (1) year. During this time period, conditions are not static. Other
projects are being constructed, the transportation network is evolving, and traffic patterns are changing.
Therefore, the E+P scenario is very unlikely to materialize in real world conditions and thus does not accurately
describe the environment that exists when a particular project is constructed and becomes operational.
Regardless, the E+P scenario is evaluated to satisfy CEQA requirements to identify the Project’s impacts to the
existing environment.
Intersection levels of service for E+P conditions are summarized in Table 17, Existing (2014) plus Project
Conditions Intersections Analysis. As shown in Table 17, under E+P traffic conditions, all Project study area
intersections would operate at acceptable LOS during peak hours. Accordingly, the Project would result in a
less-than-significant impact to the local roadway network under E+P traffic conditions.
Table 17 Existing (2014) plus Project Conditions Intersections Analysis
Source: (Urban Crossroads, 2014d Table 5-1)
Impact Analysis for Opening Year (2015) Traffic Conditions
The Opening Year (2015) conditions analysis identifies the specific impacts associated solely with the
development of the proposed Project based on the expected background growth within the study area (Existing
plus Ambient Growth plus Project, or E+A+P). Cumulative development projects within the Project study area
are not included within the E+A+P evaluation. As shown in Table 18, Opening Year (2015) Intersections
Analysis, all intersections in the Project study area are projected to operate at acceptable LOS during the AM
and PM peak hours under E+A+P traffic conditions. Therefore, implementation of the proposed Project would
result in less-than-significant impacts to study area intersections under E+A+P conditions.
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Table 18 Opening Year (2015) Intersections Analysis
Source: (Urban Crossroads, 2014d Table 6-1)
Impact Analysis for Opening Year (2015) plus Cumulative Conditions
Traffic within the Project study area from development projects that are approved and not yet constructed, along
with developments that are currently in the process of entitlement, have been added to the Opening Year (2015,
E+A+P) traffic volumes to represent Existing plus Ambient Growth plus Project plus Cumulative Development
conditions (E+A+P+C). The purpose of this analysis is to determine if the Project in conjunction with nearby
development projects has the potential to result in traffic impacts that are individually less than significant but
considerable on a cumulative basis. As shown in Table 19, Opening Year (2015) plus Cumulative Conditions
Intersection Analysis, all intersections in the Project study area are projected to operate at acceptable LOS
during the AM and PM peak hours under E+A+P+C traffic conditions. Therefore, implementation of the
proposed Project would not result in cumulatively considerable impacts to study area intersections under
E+A+P+C conditions.
Table 19 Opening Year (2015) plus Cumulative Conditions Intersection Analysis
Source: (Urban Crossroads, 2014d Table 7-1)
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Impact Analysis for Horizon Year (2035) Conditions
The Horizon Year (2035) conditions analysis is utilized to determine if improvements anticipated in long-term
planning documents, such as the City of San Bernardino General Plan, are adequate to accommodate long term
cumulative traffic conditions at the target LOS, or if additional improvements area necessary. As shown in Table
20, Horizon Year (2035) Intersection Analysis, all intersections in the Project study area are projected to operate
at acceptable LOS during the AM and PM peak hours under Horizon Year (2035) traffic conditions. Therefore,
implementation of the proposed Project would not result in cumulatively considerable impacts to study area
intersections under Horizon Year (2035).
Table 20 Horizon Year (2035) Intersection Analysis
Source: (Urban Crossroads, 2014d Table 8-1)
Conclusion
Based on the foregoing analysis, the Project would not conflict with an applicable plan, ordinance or policy
establishing measures of effectiveness for the performance of the circulation system during projected near- or
long-term development conditions. The Project would result in a less-than-significant impact to the local
circulation system and no mitigation would be required.
b) Conflict with an applicable congestion management program, including, but not limited to level of
service standards and travel demand measures, or other standards established by the county
congestion management agency for designated roads or roadways?
Finding: Less-than-Significant Impact
Source: (SANBAG, 2007; Urban Crossroads, 2014d)
The San Bernardino County Congestion Management Plan is applicable to the Project because three roadways
in the vicinity of the Project site – South Waterman Avenue, I-215, and I-10 – are designated as part of the CMP
Roadway System. As described above under the response to Issue XV(a), the Project would not result in
substantial, adverse effects to South Waterman Avenue during any traffic analysis scenario (i.e., near-term
construction, E+P, E+A+P, E+A+P+C, Horizon Year). The Project would contribute fewer than 50 two-way
peak hour trips to I-215 and I-10, which would not exceed Caltrans’ screening threshold for requiring an
analysis of potential impacts to freeway mainline segments (Urban Crossroads, 2014d, p. 31). The contribution
of less than 50 peak hour two-way trips to freeway mainlines are considered less than cumulatively
considerable. Accordingly, the Project would not contribute substantial traffic to I-215 or I-10 and impacts to
these freeway facilities would be less than significant. The Project would not conflict with the applicable CMP
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related to arterial roadways, including LOS standards, and impacts to CMP intersections and freeway mainline
segments would be less than significant
c) Result in a change in air traffic patterns, including an increase in traffic levels or a change in
location that results in substantial risks?
Finding: No Impact
Source: (Project Application Materials)
Although the Project site is located approximately 1.2 miles northwest of the San Bernardino International
Airport, the proposed warehouse building would have a height of approximately 45 feet with allowed
architectural projections to 49 feet and would not interfere with flight operations at the San Bernardino
International Airport. Furthermore, the Project does not include an air travel component (e.g., runway, helipad,
etc.) that could affect air traffic patterns. Accordingly, the Project would not have the potential to affect air
traffic patterns, including an increase in traffic levels or a change in flight path location that results in substantial
safety risks. No impact would occur.
d) Substantially increase hazards due to design feature (e.g., sharp curves of dangerous
intersections) or incompatible uses (e.g., farm equipment)?
Finding: Less-than-Significant Impact
Source: (Project Application Materials; Google Earth)
The light industrial land use proposed Project would be compatible in transportation design with the existing
commercial, industrial, and residential land uses in the surrounding area and, therefore, the Project would not
create a transportation hazard as a result of an incompatible use. The Project’s two proposed driveways would
connect directly to South Waterman Avenue and the Project does not propose any changes to public roads other
than frontage improvements at South Waterman Avenue. All improvements planned as part of the Project would
be in conformance with applicable City of San Bernardino standards, and would not result in any hazards due to
a design feature. Accordingly, impacts would be less than significant.
e) Result in inadequate emergency access?
Finding: Less-than-Significant Impact
Source: (Project Application Materials)
The Project would result in the construction of one warehouse building on the Project site, which would require
the need for emergency access to-and-from the site. During the course of the City of Bernardino’s review of the
proposed Project, the Project’s design was reviewed to ensure that adequate access to-and-from the site is
provided for emergency vehicles. The City of San Bernardino also will require the Project to provide adequate
paved access to-and-from the site as a condition of Project approval. The Project’s two proposed driveways
would connect directly to South Waterman Avenue and the Project does not propose any changes to public
roads other than frontage improvements at South Waterman Avenue. Furthermore, the City of San Bernardino
will review all future Project construction drawings to ensure that adequate emergency access is maintained
along South Waterman Avenue during temporary construction activities. With required adherence to City
requirements for emergency vehicle access, impacts would be less than significant.
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f) Conflict with adopted policies, plans or programs supporting alternative transportation (e.g., bus
turnouts, bicycle racks) supporting alternative transportation?
Finding: Less-than-Significant Impact
Source: (San Bernardino, 2005a, Figure PRT-2)
The proposed Project is a logistics warehouse building, which is a land use that is not likely to attract large
volumes of pedestrian, bicycle or transit traffic. Regardless, the Project is designed to comply with all
applicable City of San Bernardino transportation policies.
According to the City of San Bernardino General Plan, South Waterman Avenue is designated as a bicycle route
along its frontage with the Project site. The Project does not include any element that would preclude the use of
South Waterman As a bicycle route. The two (2) Project driveways would be stop-sign controlled and sight
distance at each Project driveway is required to be reviewed by the City of San Bernardino at the time future
improvement plans are submitted to ensure that sight distance meets applicable City standards and provides for
safe pedestrian and bicycle circulation.
OMNITRANS Route 5 runs along South Waterman Avenue. Under existing conditions, no bus stops are located
along the site’s frontage with South Waterman Avenue. The nearest bus stop for Route 5 is located
approximately 0.3-mile to the south at the intersection of South Waterman Avenue and Mill Street. Accordingly,
the Project could not conflict with local public transit service.
As demonstrated by the foregoing analysis, the Project would not conflict with adopted policies, plans or
programs related to alternative transportation, or otherwise substantially decrease the performance or safety of
such facilities, and a less-than-significant impact would occur.
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XVI. UTILITIES – Would the project:
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Exceed wastewater treatment
requirements of the Santa Ana Regional
Water Quality Control Board?
b) Require or result in the construction of
new water or wastewater treatment
facilities or expansion of existing
facilities, the construction of which would
cause significant environmental effects?
c) Require or result in the construction of
new storm water drainage facilities or
expansion of existing facilities, the
construction of which could cause
significant environmental effects?
d) Have sufficient water supplies available to
serve the project from existing
entitlements and resources, or are new or
expanded entitlements needed?
e) Result in determination by the wastewater
treatment provider, which serves or may
serve the project that it has adequate
capacity to serve the project’s projected
demand in addition to the provider’s
existing commitments?
f) Be served by a landfill with sufficient
permitted capacity to accommodate the
project’s solid waste disposal needs?
g) Comply with Federal, State, and local
statutes and regulations related to solid
waste?
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Impact Analysis
a) Exceed wastewater treatment requirements of the Santa Ana Regional Water Quality Control
Board?
Finding: Less-than-Significant Impact
Source: (Project Application Materials)
Wastewater collection services would be provided to the Project site by the City of San Bernardino; wastewater
treatment services would be provided to the Project site by the SBMWD. Wastewater generated by the
proposed Project would be treated at the Margaret Chandler WRP, which is owned and operated by SBMWD,
and the RIX Tertiary Treatment Facility, which is jointly owned by SBMWD and the City of Colton and
operated by SBMWD. SBMWD is required to operate Margaret Chandler WRP and the RIX Tertiary
Treatment Facility in accordance with the waste treatment and discharge standards and requirements set forth by
the Santa Ana Regional Water Quality Control Board (RWQCB). Therefore, the Project’s contribution of
wastewater to the Margaret Chandler WRP would not have any potential to exceed wastewater treatment
requirements of the Santa Ana RWQCB. Further, the Project does not propose to install or utilize septic systems
or alternative wastewater treatment systems; therefore, the Project would have no potential to exceed the
applicable wastewater treatment requirements established by the Santa Ana RWQCB. Accordingly, a less-than-
significant impact would occur.
b) Require or result in the construction of new water or wastewater treatment facilities or expansion
of existing facilities, the construction of which would cause significant environmental effects?
Finding: Less-than-Significant Impact
Source: (Project Application Materials)
(Refer to Issue XVI(e) for a discussion of the existing capacities of wastewater treatment facilities)
The proposed Project would construct an on-site network of water and sewer pipes, which would connect to
existing water and sewer lines beneath South Waterman Avenue. The installation of water and sewer lines as
proposed by the Project would result in physical impacts to the surface and subsurface of infrastructure
alignments. These impacts are considered to be part of the Project’s construction phase and are evaluated
throughout this Initial Study accordingly. In instances where significant impacts have been identified for the
Project’s construction phase, mitigation measures are recommended in each applicable subsection of this Initial
Study to reduce impacts to less‐than‐significant levels. The construction of water and sewer lines as necessary to
serve the proposed Project would not result in any significant physical effects on the environment that are not
already identified and disclosed as part of this Initial Study. Accordingly, additional mitigation measures beyond
those identified throughout this Initial Study would not be required.
c) Require or result in the construction of new storm water drainage facilities or expansion of
existing facilities, the construction of which could cause significant environmental effects?
Finding: Less-than-Significant Impact
Source: (Thienes, 2014b; Project Application Materials)
The proposed Project would construct an on‐site network of storm drains, infiltration devices, and one water
quality/detention basin to convey and treat storm water flows. As previously noted in the response to Issue
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IX(e), implementation of the Project would result in less-than-significant impacts resulting from increased peak
runoff flows; the Project would connect to existing storm drain lines beneath South Waterman Avenue, and also
would construct an outlet directly into the Twin Creek Channel. The Twin Creek Channel is a fully improved
concrete lined drainage channel that abuts the site’s eastern boundary. Therefore, the Project would convey
storm water flows to the existing storm water infrastructure and the proposed Project would not require the
expansion of any offsite existing storm water drainage facilities. (As discussed under Issue IV(b), because the
Project would install a new drainage outlet into the Twin Creek Channel, the Project would be required to obtain
a Section 1602 Streambed Alteration Agreement from the CDFW).
The construction of storm drain lines, infiltration devices the detention/water quality basin, and outlet into the
Twin Creek Channel as proposed by the Project would result in physical impacts to the surface and subsurface
of the Project site and at one off-site outlet point. These impacts are considered to be part of the Project’s
construction phase and are evaluated throughout this Initial Study accordingly. In instances where significant
impacts have been identified for the Project’s construction phase, mitigation measures are recommended in each
applicable subsection of this Initial Study to reduce impacts to less‐than‐significant levels. The construction of
storm drain infrastructure on‐site as necessary to serve the proposed Project would not result in any significant
physical effects on the environment that are not already identified and disclosed as part of this Initial Study.
Accordingly, additional mitigation measures beyond those identified throughout this Initial Study would not be
required.
d) Have sufficient water supplies available to serve the project from existing entitlements and
resources, or are new or expanded entitlements needed?
Finding: Less-than-Significant Impact
Source: (Kennedy/Jenks Consultants, 2012)
SBMWD is responsible for supplying potable water to the Project site and the region. According to the
SBMWD Standards for Design and Construction, the Project site’s existing land use designations of “Office
Industrial Park (OIP)” and “Residential Medium High (RMH)”, create an average water demand of 1.95 and
3.78 gallons per minute per acre (SBMWD, 2006, p. 2-3). Based on the approximately 15.51 acres of OIP-
designated land on the Project site, and the approximately 4.14 acres of RMH-designated land on the Project
site, under currently planned conditions the Project site would demand an average of 45.89 gallons per minute,
or approximately 74 acre-feet per year. The Project’s prosed “Industrial Light” land use averages 1.42 gallons
per minute (SBMWD, 2006, p. 2-3). Application of the rate for the IL designation to the entirety of the 19.65-
acre Project site would result in an average demand of 27.9 gallons per minute, or approximately 45 acre-feet
per year. Implementation of the proposed Project would result in a reduced demand for water compared to the
conditions previously anticipated by the SBMWD based upon existing land use designations.
As discussed in the 2010 San Bernardino Valley Regional Urban Water Management Plan (Amended Draft),
which applies to and was adopted by the SBMWD, adequate water supplies are projected to be available to meet
the SBMWD’s estimated water demand in all types of climate conditions, including normal, dry, and multiply
dry-weather years (Kennedy/Jenks Consultants, 2012, pp.10-42 - 10-46 ). SBMWD forecasts for projected water
demand are based on the population projections of the Southern California Association of Governments
(SCAG), which rely on the adopted land use designations contained within the general plans that cover the
geographic area within SBMWD’s service area (i.e., City of San Bernardino General Plan and County of San
Bernardino General Plan) (Kennedy/Jenks Consultants, 2012, pp. 10-1 - 10-2). Accordingly, because the
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Project’s land use would represent a reduction in demand from the land uses assumed for the Project and
analyzed in the 2010 San Bernardino Valley Regional Urban Water Management Plan, no new or expanded
entitlements are needed and impacts are less than significant.
e) Result in determination by the wastewater treatment provider, which serves or may serve the
project that it has adequate capacity to serve the project’s projected demand in addition to the
provider’s existing commitments?
Finding: Less-than-Significant Impact
Source: (Psomas, 2002; SARWQCB, 2013, Attachment F, p.3; San Bernardino, n.d.)
Wastewater generated by the Project would be treated by the SBMWD, which operates the Margaret Chandler
Water Reclamation Plant and the Colton/San Bernardino Rapid Infiltration and Extraction Tertiary Treatment
Facility. Based upon the City of San Bernardino’s wastewater generation rate of 1,000 gallons per day (gpd) per
acre for industrial light land uses, the proposed Project would generate approximately 19,650 gallons of
wastewater per day. The wastewater flows generated by the Project would be conveyed via the SBMWD sewer
line network to the Margaret Chandler WRP for treatment, and then to the RIX Tertiary Treatment Facility for
additional treatment. Under existing conditions, the Margaret Chandler WRP has an excess treatment capacity
of approximately 5 MGD, while the RIX Tertiary Treatment Facility has an excess treatment capacity of
approximately 12.1 MDG (San Bernardino, n.d.; SARWQCB, 2013, Attachment F, p. F-3). Implementation of
the proposed Project would utilize approximately 0.3% of the available, excess treatment capacity at the
Margaret Chandler WRP and approximately 0.1% of the available, excess treatment capacity at the RIX Tertiary
Treatment Facility, respectively. Accordingly, both the Margaret Chandler WRP and the RIX Tertiary
Treatment Facility have sufficient capacity to treat wastewater generated by the Project in addition to existing
commitments. With the exception of new on-site sewer conveyance lines, the Project would not create the need
for any new or expanded wastewater facility (such as conveyance lines, treatment facilities, or lift stations).
Because there is adequate capacity at existing treatment facilities to serve the Project’s projected sewer demand,
impacts would be less than significant.
f) Be served by a landfill with sufficient permitted capacity to accommodate the project’s solid waste
disposal needs?
Finding: Less-than-Significant Impact
Source: (U.S. EPA, 2009; Camacho, Joe, 2014; RCWMD, 2014)
Construction and operation of the proposed Project would result in the generation of solid waste requiring
disposal at a landfill. Under existing conditions, solid waste from the Project site would be disposed of at the
Badlands Landfill, the Lamb Canyon Landfill, or the El Sobrante Landfill. Existing capacities at each of these
landfills is discussed below:
The Badlands Landfill has a permitted disposal capacity of 4,000 tons per day. The Badlands Landfill is
estimated to reach capacity, at the earliest time, in the year 2024; however, future landfill expansion
opportunities exist at this site. During the first quarter of 2014, which is the most recent time period for which
reporting data is available, the Badlands Landfill accepted approximately 179,491.69 tons of waste
(approximately 1,994.4 tons per day), which corresponds to approximately 50-percent of its permitted daily
disposal volume (RCWMD, 2014).
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The Lamb Canyon Landfill has a permitted disposal capacity of 5,000 tons per day. The landfill is estimated to
reach capacity, at the earliest, in the year 2021; however, future landfill expansion opportunities exist at this site.
During the first quarter of 2014, the Lamb Canyon Landfill accepted approximately 147,092.02 tons of waste
(approximately 1,634.4 tons per day), which corresponds to approximately 33-percent of its permitted daily
disposal volume (RCWMD, 2014).
The El Sobrante Landfill is has a permitted disposal capacity of 70,000 tons per week. The El Sobrante Landfill
is estimated to reach capacity, at the earliest time, in the year 2045; however, future landfill expansion
opportunities exist at this site. During the first quarter of 2014, the El Sobrante Landfill accepted approximately
550,371.56 tons of waste (approximately 42,336.3 tons per week), which corresponds to approximately 60-
percent of its permitted daily disposal volume (RCWMD, 2014).
Demolition and Construction Impact Analysis
Implementation of the proposed Project would result in the demolition of the existing development on the
Project site. According to the Project contractor, the demolition of these structures would result in the generation
of approximately 4,900 tons of demolition debris (Camacho, Joe, 2014). In addition to the on-site structures, the
Project would also remove and dispose of the abandoned railroad bridge to the southeast of the Project site,
extending over the Twin Creek Channel. Waste also would be generated by the construction process, primarily
consisting of discarded materials and packaging. Based on the building square footage of 426,858 s.f., and the
US EPA’s construction waste generation factor of 4.34 pounds per s.f., approximately 926 tons of waste would
be generated (U.S. EPA, 2009). Therefore, the total demolition and construction debris (5,326 tons), averaged
over the estimated nine-month (187 working days) construction period would result in approximately 28.5 tons
per day.
Non-recyclable demolition debris and construction waste generated by the Project would be disposed at the
Badlands Sanitary Landfill, the El Sobrante Landfill, and/or the Lamb Canyon Landfill. These landfills all
receive well below their maximum permitted daily disposal volume; thus, demolition and construction waste
generated by the Project is not anticipated to cause these landfills to exceed their maximum permitted daily
disposal volume. Furthermore, none of these regional landfill facilities are expected to reach their total
maximum permitted disposal capacities during the Project’s construction period. The Badlands Sanitary
Landfill, the El Sobrante Landfill, and Lamb Canyon Landfill would have sufficient daily capacity to accept
solid waste generated by the Project’s construction phase; therefore, impacts to landfill capacity associated with
the Project’s near-term construction activities would be less than significant.
Operational Impact Analysis
Based on a daily waste generation factor of 1.42 pounds of waste per 100 square feet of building area obtained
from CalRecycle, long-term, on-going operation of the proposed 426,858 square foot light industrial warehouse
building would generate approximately 3.0 tons of waste per day (CalRecycle, 2013). At least 50% is required
to be recycled.
Non-recyclable solid waste generated during long-term operation of the Project would be disposed at the
Badlands Sanitary Landfill, the El Sobrante Landfill, and/or the Lamb Canyon Landfill. During long-term
operation, solid waste generated by the Project would represent approximately 0.2% of the daily disposal
capacity at the Badlands Sanitary Landfill, approximately 0.07% of the daily disposal capacity at the El
Sobrante Landfill, and approximately 0.09% of the daily disposal capacity at the Lamb Canyon Sanitary
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Landfill, respectively. These landfills all receive well below their maximum permitted daily disposal volume;
thus, solid waste generated by the Project would not cause any of these landfills to exceed their maximum
permitted daily disposal volume. Because the Project would generate a relatively small amount of solid waste
per day as compared to the permitted daily capacities at receiving landfills, impacts to regional landfill facilities
during the Project’s long-term operational activities would be less than significant.
g) Comply with Federal, State, and local statutes and regulations related to solid waste?
Finding: Less-than-Significant Impact
Source: (California Assembly Bill 939; SB County Public Works, 2007; California Assembly Bill 341)
The California Integrated Waste Management Act (Assembly Bill (AB) 939), signed into law in 1989,
established an integrated waste management system that focused on source reduction, recycling, composting,
and land disposal of waste. In addition, the bill established a 50% waste reduction requirement for cities and
counties by the year 2000, along with a process to ensure environmentally safe disposal of waste that could not
be diverted. Per the requirements of the Integrated Waste Management Act, the San Bernardino County Board
of Supervisors adopted the County of San Bernardino Countywide Integrated Waste Management Plan
(CIWMP), which outlines the goals, policies, and programs the County and its cities implement to create an
integrated and cost effective waste management system that complies with the provisions of AB 939 and its
diversion mandates.
In order to assist the City of San Bernardino and the County of San Bernardino in achieving the mandated goals
of the Integrated Waste Management Act, the Project’s building tenant(s) would be required to work with future
refuse haulers to develop and implement feasible waste reduction programs, including source reduction,
recycling, and composting. Additionally, in accordance with the California Solid Waste Reuse and Recycling
Act of 1991 (Cal Pub Res. Code § 42911), the Project is required to provide adequate areas for collecting and
loading recyclable materials where solid waste is collected. The collection areas are required to be shown on
construction drawings and be in place before occupancy permits are issued. Additionally, in compliance with
AB 341 (Mandatory Commercial Recycling Program), the future tenant of the proposed Project would be
required to arrange for recycling services, if the tenant generates four (4) or more cubic yards of solid waste per
week. The implementation of these mandatory requirements would reduce the amount of solid waste generated
by the Project and diverted to landfills, which in turn will aid in the extension of the life of affected disposal
sites. The Project would be required to comply with all applicable solid waste statutes and regulations; as such,
impacts related to solid waste statutes and regulations would be less than significant.
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XVII. MANDATORY FINDINGS OF
SIGNIFICANCE
Potentially
Significant
Impact
Less Than Significant
with Mitigation
Incorporated
Less Than
Significant
Impact
No Impact
a) Does the project have the potential to
degrade the quality of the environment,
substantially reduce the habitat of a fish or
wildlife species, cause a fish or wildlife
population to drop below self-sustaining
levels, threaten to eliminate a plant or
animal community, reduce the number or
restrict the range of a rare or endangered
plant or animal, or eliminate important
examples of the major periods of
California history or prehistory?
b) Does the project have impacts that are
individually limited, but cumulatively
considerable? (“Cumulatively
considerable” means that the incremental
effects of a project are considerable when
viewed in connection with the effects of
past projects, the effects of other current
projects, and the effects of probable future
projects.)
c) Does the project have environmental
effects that will cause substantial adverse
effects on human beings, either directly or
indirectly?
Impact Analysis
a) Does the project have the potential to degrade the quality of the environment, substantially reduce
the habitat of a fish or wildlife species, cause a fish or wildlife population to drop below self-
sustaining levels, threaten to eliminate a plant or animal community, reduce the number or
restrict the range of a rare or endangered plant or animal, or eliminate important examples of the
major periods of California history or prehistory?
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (Staff Review; Project Application Materials)
All impacts to the environment, including impacts to habitat for fish and wildlife species, fish and wildlife
populations, plant and animal communities, rare and endangered plants and animals, and historical and pre-
historical resources were evaluated as part of this Initial Study. Throughout this Initial Study, where impacts
were determined to be potentially significant, mitigation measures have been imposed to reduce those impacts to
less-than-significant levels. Accordingly, with incorporation of the mitigation measures imposed throughout this
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Initial Study, the Project would not substantially degrade the quality of the environment and impacts would be
less than significant.
b) Does the project have impacts that are individually limited, but cumulatively considerable?
(“Cumulatively considerable” means that the incremental effects of a project are considerable
when viewed in connection with the effects of past projects, the effects of other current projects,
and the effects of probable future projects.)
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (Staff Review; Project Application Materials)
As discussed throughout this Initial Study, implementation of the proposed Project has the potential to result in
effects to the environment that are individually limited, but cumulatively considerable, including impacts to Air
Quality, Biological Resources, Cultural Resources, and Hydrology and Water Quality. In all instances where
the Project has the potential to contribute to a cumulatively considerable impact to the environment, mitigation
measures have been imposed to reduce potential effects to less-than-significant levels. As such, with
incorporation of the mitigation measures imposed throughout this Initial Study, the Project would not contribute
to environmental effects that are individually limited, but cumulatively considerable, and impacts would be less
than significant.
c) Does the project have environmental effects that will cause substantial adverse effects on human
beings, either directly or indirectly?
Finding: Less-than-Significant Impact with Mitigation Incorporated
Source: (Staff Review; Project Application Materials)
The Project’s potential to result in environmental effects that could adversely affect human beings, either
directly or indirectly, has been discussed throughout this Initial Study. In instances where the Project has
potential to result in direct or indirect adverse effects to human beings (air quality and associated effects on
human health from air pollutants), mitigation measures have been applied to ensure impacts to not rise above a
level of significance. With required implementation of mitigation measures identified in this Initial Study,
construction and operation of the proposed Project would not involve any activities that would result in
environmental effects which would cause substantial adverse effects on human beings, either directly or
indirectly.
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PERSONS CONTRIBUTING TO INITIAL STUDY PREPARATION
City of San Bernardino (Lead Agency)
Aron Liang, Senior Planner; Community Development Department, Planning Division
T&B Planning, Inc. (Primary CEQA Consultant)
Tracy Zinn, AICP, Principal
David Ornelas, Project Manger
Eric Horowitz, GISP, Senior Graphics/GIS Manager
John LaMar, Environmental Analyst
REFERENCES
Cited As Reference
BCR Consulting, 2014
BCR Consulting LLC. Cultural Resources Assessment, Waterman Logistics
Center Project. Dated September 23, 2014(Technical Appendix D)
CalEPA, 2012 California Environmental Protection Agency. Cortest List Data Resources.
Updated February 16, 2012. (Website). Accessed October 17, 2014.
http://www.calepa.ca.gov/sitecleanup/corteselist/default.htm
CalRecycle, 2013 CalRecycle. Industrial Sector: Estimated Solid Waste Generation Rates.
Updated January 16, 2013. (Website). Accessed October 10, 2014.
http://www.calrecycle.ca.gov/WasteChar/WasteGenRates/Industrial.htm
Caltrans, 2011 California Department of Transportation. Airport Land Use Planning
Handbook. October 2011. Accessed October 17, 2014. Available On-line at:
http://www.dot.ca.gov/hq/planning/aeronaut/documents/alucp/AirportLandUse
PlanningHandbook.pdf
Caltrans, 2013 California Department of Transportation. California Scenic Highway Program,
Officially Designated State Scenic Highways. Updated October 14, 2013.
(Website). Accessed September 09, 2014.
http://www.dot.ca.gov/hq/LandArch/scenic/schwy.htm
Camacho, Joe, 2014 Email Correspondence to David Ornelas. October 7, 2014,
CBSC, 2013 California Building Standards Commission. Title 24, California Code of
Regulations. 2013. Available On-line at:
http://www.bsc.ca.gov/Home/Current2013Codes.aspx
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Cited As Reference
CDC, 1995 California Department of Conservation. Mineral Land Classification of a Part
of Southwestern San Bernardino County: The San Bernardino Valley Area,
California East. 1995. Available On-line at:
http://www.quake.ca.gov/gmaps/WH/smaramaps.htm
CDC, 2008 California Department of Conservation. Updated Mineral Land Classification
Map for Portland Cement Concrete-Grade Aggregate in the San Bernardino
Production-Consumption P-C Region, San Bernardino and Riverside Counties,
California. Available On-line at:
http://www.quake.ca.gov/gmaps/WH/smaramaps.htm
CDC, 2011 California Department of Conservation. San Bernardino County Important
Farmland 2010, Sheet 2 of 2. Dated December 2011. Available On-line at:
ftp://ftp.consrv.ca.gov/pub/dlrp/FMMP/pdf/2010/sbd10_so.pdf
CDC, 2013 California Department of Conservation. San Bernardino County Williamson
Act FY 2012/2013 Sheet 2 of 2. Dated 2013. Available On-line at:
ftp://ftp.consrv.ca.gov/pub/dlrp/wa/sanbernardino_so_12_13_WA.pdf
CDTSC, 2014 California Department of Toxic Substance Control. Envirostor Database.
(Website). https://www.envirostor.dtsc.ca.gov/public/. Accessed October 20,
2014.
CHJ, 2014 CHJ Consultants. Phase I Environmental Site Assessment 225, 237, and 291 S.
Waterman Ave. Dated May 30, 2014. (Technical Appendix I)
FEMA, 2008 Federal Emergency Management Agency. Flood Insurance Rate Map
06071C86824. Revised August 28, 2008. Available On-line at:
https://msc.fema.gov/portal
Google Earth, 2014 Google. Google Earth. Vers. 7.1.2.2041. Computer Software. Google, 2012.
Kennedy/Jenks
Consultants, 2012
Kennedy/Jenks Consultants. 2010 San Bernardino Valley Regional Urban
Water Management Plan. Dated September 2012. Available On-line:
https://www.ci.san-
bernardino.ca.us/civicax/filebank/blobdload.aspx?blobid=14232
On-site Inspection,
2014
John LaMar. On-site Inspection and site photographs, September 4, 2014.
Psomas, 2002 Psomas. City of San Bernardino Wastewater Collection System Master Plan.
Dated 2002. Available On-line:
http://www.sbcity.org/civicax/filebank/blobdload.aspx?blobid=7152
RBF, 2014 RBF Consulting. Waterman Logistics Center Habitat Assessment. Dated
September 2014. (Technical Appendix C)
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Cited As Reference
RBF, 2015 RBF Consulting. Results of a Burrowing Owl (Athene cunicularia) Burrow
Survey for the Waterman Logistics Center Located in the City of San
Bernardino, San Bernardino County, California. Dated January 9, 2015.
(Technical Appendix M)
RCWMD, 2014 Riverside County Waste Management District. Countywide Disposal Tonnage
Tracking System Disposal Reports – 1st Quarter 2014 (January 1, 2014 –
March 31, 2014). Dated July 9, 2014. Available On-line:
http://www.rivcowm.org/opencms/ab939/pdf/DisposalReportsPDFs/2014-
1QTR-RCDisposalReports.pdf
San Bernardino, 2005a. City of San Bernardino. City of San Bernardino General Plan. Dated
November 1, 2005. Available On-line: https://www.ci.san-
bernardino.ca.us/pdf/DevSvcs/General%20Plan%20Document.pdf
San Bernardino, 2005b City of San Bernardino. General Plan Update and Associated Specific Plans
EIR. Dated July 25, 2005. Available On-line: https://www.ci.san-
bernardino.ca.us/cityhall/community_development/planning/planning_docume
nts.asp
San Bernardino, 2009 City of San Bernardino. Municipal Code. Revised November 2, 2009.
Available On-line: https://www.ci.san-
bernardino.ca.us/residents/municipal_code.asp
San Bernardino, 2013 City of San Bernardino. Development Code. Revised January 2013. Available
On-line: https://www.ci.san-
bernardino.ca.us/cityhall/community_development/development_code.asp
San Bernardino, n.d. City of San Bernardino Water Reclamation Division. Environmental Control.
(Website).
http://www.sbcity.org/water/divisions/water_reclamation/environmental_contr
ol/default.asp. Accessed October 20, 2014.
SANBAG, 2007 San Bernardino Associated Governments. San Bernardino Congestion
Management Plan. Dated December 2007. Available On-line:
http://www.sanbag.ca.gov/planning2/congestion-mgmt.html.
SARWQCB, 2011 Santa Ana River Basin Water Quality Control Board. Santa Ana Region Basin
Plan. Dated February 2008. Available On-line:
http://www.waterboards.ca.gov/rwqcb8/water_issues/programs/basin_plan/ind
ex.shtml
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Cited As Reference
SARWQCB. 2013 Santa Ana River Basin Water Quality Control Board. Order No. R8-2013-
0032: Waste Discharge Requirements for the Colton/San Bernardino Regional
Tertiary Treatment and Water Reclamation Authority Regional Tertiary
Treatment Rapid Infiltration and Extraction Facility. Dated July 19, 2013.
Available On-line:
http://www.waterboards.ca.gov/rwqcb8/board_decisions/adopted_orders/order
s/2013/13_032_Coton-San_Bernardino_RTT_Water_Reclam_Auth.pdf
SAWPA, 2014 Santa Ana Watershed Project. One Water, One Watershed Plan 2.0. Dated
February 4, 2014. Available On-line: http://www.sawpa.org/owow-2-0-plan-2/
SB County Public
Works, 2007
San Bernardino County Public Works. San Bernardino County Countywide
Integrated Waste Management Plan. Dated December 2007. Available On-
line:
http://www.sbcounty.gov/dpw/solidwaste/PDFs/20080729_dpw_swmd_ciwmb
_2007_5_year_review_optimized_20080723.pdf
SBMWD, 2006 San Bernardino Municipal Water Department. Standards for Design and
Construction for Water System Improvements. Dated August 2006. Available
On-line: http://www.ci.san-
bernardino.ca.us/water/divisions/water_utility/engineering/capital_improveme
nt_projects/standards_for_design_and_construction.asp
SCAG, n.d. Southern California Association of Government. About SCAG (Website).
http://www.scag.ca.gov/about/Pages/Home.aspx. Accessed October 21, 2014.
SCAG, 2008 Southern California Association of Governments. Regional Comprehensive
Plan. Dated 2008. Available On-line:
http://www.scag.ca.gov/NewsAndMedia/Pages/RegionalComprehensivePlan.a
spx
SCAG, 2012 Southern California Association of Governments. 2012-2035 Regional
Transportation Plan/Sustainable Communities Strategy. Dated April 2012.
Available On-line: http://rtpscs.scag.ca.gov/Pages/2012-2035-RTP-SCS.aspx
SCAG, 2013 Southern California Association of Governments. Comprehensive Regional
Goods Movement Plan and Implementation Strategy. Dated February 2013.
Available On-line: http://www.freightworks.org/Pages/Studies-and-
Programs.aspx
SCAQMD, 2005 South Coast Air Quality Management District. Rule 403: Fugitive Dust. Dated
June 3, 2005. Available On-line: http://www.aqmd.gov/docs/default-
source/rule-book/rule-iv/rule-403.pdf?sfvrsn=4
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Cited As Reference
SCAQMD, 2013 South Coast Air Quality Management District. Final 2012 Air Quality
Management Plan. Dated February 2013. Available On-line:
http://www.aqmd.gov/home/library/clean-air-plans/air-quality-mgt-plan/final-
2012-air-quality-management-plan
Schaefer, John, 2014 E-mail to David Ornelas of T&B Planning, Inc. October 22, 2014.
Southern California
Geotechnical, 2014a
Southern California Geotechnical. Geotechnical Investigation and Liquefaction
Evaluation Proposed Waterman Logistics Center. Dated June 5, 2014.
(Technical Appendix E)
SWRCB, 2014 State Water Resources Control Board. GeoTracker Database (Website). Dated
2014. http://geotracker.waterboards.ca.gov/. Accessed October 7, 2014.
Thienes, 2014a Thienes Engineering, Inc. Water Quality Management Plan (WQMP) for
Waterman Logistics Center. Dated August 7, 2014 (Technical Appendix H).
Thienes, 2014b Thienes Engineering, Inc. Preliminary Hydrology Calculations for Waterman
Logistics Center. Dated August 1, 2014 (Technical Appendix G)
U.S. EPA, 2009 United States Environmental Protection Agency. Estimating 2003 Building-
Related Construction and Demolition Amounts. Dated March 2009. Available
On-line: http://www.epa.gov/wastes/conserve/imr/cdm/pubs/cd-meas.pdf
Urban Crossroads,
2014a
Urban Crossroad. Waterman Avenue High Cube Warehouse Air Quality Impact
Analysis. Dated September 22, 2014. (Revised January 13, 2015) (Technical
Appendix A)
Urban Crossroads,
2014b
Urban Crossroads. Waterman Avenue Greenhouse Gas Analysis. Dated
September 22, 2014. (Technical Appendix F)
Urban Crossroads,
2014c
Urban Crossroads. Waterman Avenue High Cube Warehouse Mobile Source
Health Risk Assessment. Dated September 22, 2014. (Technical Appendix B)
Urban Crossroads,
2014d
Urban Crossroads. Waterman Avenue High Cube Warehouse Traffic Impact
Analysis. Dated September 15, 2014 (Revised January 8). (Technical Appendix
K)
Urban Crossroads,
2014e
Urban Crossroads. Waterman Avenue High Cube Warehouse Noise Impact
Analysis. Dated October 17, 2014. (Technical Appendix J)
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5.0 MITIGATION MONITORING AND REPORTING PROGRAM
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
5.0 MITIGATION MONITORING AND REPORTING PROGRAM (MMRP)
Impact Mitigation Measure (MM) Responsible Party Monitoring Party Implementation Stage Level of Significance
Air Quality
Threshold III(b): The Project would
exceed the SCAQMD regional criteria
pollutant threshold for emissions of
Volatile Organic Compounds (VOCs)
and Nitrogen Oxides (NOX) during
construction.
MM AQ-1: Prior to building permit issuance, the
City shall verify that the following note is specified
on all building plans. Project contractors shall be
required to comply with these notes and maintain
written records of such compliance that can be
inspected by the City of San Bernardino upon
request. This note shall also be specified in bid
documents issued to prospective construction
contractors.
a) All surface coatings shall consist of Zero-
Volatile Organic Compound paints (no more than
150 gram/liter of VOC) and/or be applied with High
Pressure Low Volume (HPLV) applications
consistent with SCAQMD Rule 1113.
Project Applicant,
Project Construction
Manager
City of San Bernardino
Community
Development
Department (Building
and Safety Division)
Prior to building permit
issuance.
Less than Significant
with Mitigation
Incorporated
MM AQ-2: Prior to grading permit and building
permit issuance, the City shall verify that the
following notes are specified on all grading and
building plans. Project contractors shall be required
to comply with these notes and permit periodic
inspection of the construction site by City of San
Bernardino staff to confirm compliance. These
notes shall also be specified in bid documents issued
to prospective construction contractors.
a) The construction contractor shall utilize off-
road diesel-powered construction equipment (greater
than or equal to 150 horsepower) certified California
Air Resources Board Tier 3 or better.
b) The construction contractor shall assure that no
more than 10 acres (surface area) of land or topsoil
is actively disturbed on any given day.
c) During grading activities, the construction
contractor shall maintain a list of diesel powered
construction equipment used on-site, including
type/engine year of equipment, number of
Project Applicant,
Project Construction
Manager
City of San Bernardino
Community
Development
Department (Building
and Safety Division)
Prior to grading permit
and building permit
issuance.
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Impact Mitigation Measure (MM) Responsible Party Monitoring Party Implementation Stage Level of Significance
equipment, and equipment horsepower. The
construction contractor shall also maintain a log of
the daily operating hours of each piece of diesel-
powered equipment during the grading phase by
horsepower-hours. The construction contractor shall
assure that the usage of diesel powered construction
equipment does not exceed 34,360 horsepower-
hours per day during grading activities.
d) Temporary signs shall be placed on the
construction site at equipment staging areas
indicating that heavy duty trucks and diesel powered
construction equipment are prohibited from idling
for more than five (5) minutes. The signs shall be
installed before construction activities commence
and remain in place during the duration of
construction activities at all equipment staging areas.
e) The construction contractor shall provide
temporary traffic controls in conformance with the
applicable requirements of the California Manual on
Uniform Traffic Control Devices, such as a flag
person, during all phases of construction to facilitate
traffic flow along Waterman Avenue.
f) The construction contractor shall assure that all
delivery trucks utilize the most direct route between
the Project site and Interstate 10 via Waterman
Avenue and/or Interstate 215 via Mill Street to
Waterman Avenue.
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WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Impact Mitigation Measure (MM) Responsible Party Monitoring Party Implementation Stage Level of Significance
Threshold III(b) (continued):
Although the Project’s construction
emissions of particulate matter (PM10
and PM2.5) would be less than
significant, the following mitigation
measures are recommended to further
reduce the Project’s less-than-
significant impact.
MM AQ-3: The Project shall comply with the
provisions of South Coast Air Quality Management
District Rule 403, “Fugitive Dust.” Rule 403
requires implementation of best available dust
control measures during construction activities that
generate fugitive dust, such as earth moving,
grading, and equipment travel on unpaved roads.
Prior to grading permit issuance, the City of San
Bernardino shall verify that the following notes are
specified on the grading plan. Project construction
contractors shall be required to ensure compliance
with the notes and permit periodic inspection of the
construction site by City of San Bernardino staff or
its designee to confirm compliance. These notes
shall also be specified in bid documents issued to
prospective construction contractors.
a) All clearing, grading, earth-moving, and
excavation activities shall cease when winds exceed
25 miles per hour.
b) During grading and ground-disturbing
construction activities, the construction contractor
shall ensure that all unpaved roads, active soil
stockpiles, and areas undergoing active ground
disturbance within the Project site are watered at
least three (3) times daily during dry weather.
Watering, with complete coverage of disturbed areas
by water truck, sprinkler system, or other
comparable means, shall occur in the mid-morning,
afternoon, and after work is done for the day.
c) Temporary signs shall be installed on the
construction site along all unpaved roads indicating
a maximum speed limit of 15 miles per hour (MPH).
The signs shall be installed before construction
activities commence and remain in place for the
duration of construction activities that include
vehicle activities on unpaved roads.
d) The cargo area of all vehicles hauling soil,
sand, or other loose earth materials shall be covered.
Project Applicant,
Project Construction
Manager
City of San Bernardino
Community
Development
Department (Building
and Safety Division)
Prior to issuance of
grading and building
permits
Less than Significant
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WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Impact Mitigation Measure (MM) Responsible Party Monitoring Party Implementation Stage Level of Significance
MM AQ-4: The Project shall comply with the
provisions of South Coast Air Quality Management
District Rule 1186 “PM10 Emissions from Paved
and Unpaved Roads and Livestock Operations” and
Rule 1186.1, “Less-Polluting Street Sweepers” by
complying with the following requirements. To
ensure and enforce compliance with these
requirements and reduce the release of criteria
pollutant emissions into the atmosphere during
construction, prior to grading and building permit
issuance, the City of San Bernardino shall verify that
the following notes are included on the grading and
building plans. Project construction contractors
shall be required to ensure compliance with the notes
and permit periodic inspection of the construction
site by City of San Bernardino staff or its designee to
confirm compliance. The notes also shall be
specified in bid documents issued to prospective
construction contractors.
a) If visible dirt or accumulated dust is carried
onto paved roads during construction, the contractor
shall remove such dirt and dust at the end of each
work day by street cleaning.
b) Street sweepers shall be certified by the South
Coast Air Quality Management District as meeting
the Rule 1186 sweeper certification procedures and
requirements for PM10-efficient sweepers. All
street sweepers having a gross vehicle weight of
14,000 pounds or more shall be powered with
alternative (non-diesel) fuel or otherwise comply
with South Coast Air Quality Management District
Rule 1186.1.
Project Applicant,
Project Construction
Manager
City of San Bernardino
Community
Development
Department (Building
and Safety Division)
Prior to issuance of
grading and building
permits
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Impact Mitigation Measure (MM) Responsible Party Monitoring Party Implementation Stage Level of Significance
Threshold III(b) (continued):
Although the Project’s construction
emissions of NOX would be less than
significant, the following mitigation
measures are recommended to further
reduce the Project’s less-than-
significant impact.
MM AQ-5: Legible, durable, weather-proof signs
shall be placed at truck access gates, loading areas,
and truck parking areas that identify applicable
California Air Resources Board (CARB) anti-idling
regulations. At a minimum each sign shall include:
1) instructions for truck drivers to shut off engines
when not in use; 2) instructions for drivers of diesel
trucks to restrict idling to no more than five (5)
minutes; and 3) telephone numbers of the building
facilities manager and the CARB to report
violations. Prior to occupancy permit issuance, the
City of San Bernardino shall conduct a site
inspection to ensure that the signs are in place.
Project Applicant City of San Bernardino
Community
Development
Department (Building
and Safety Division)
Prior to issuance of
occupancy permit
Less than Significant
MM AQ-6: Prior to the issuance of building
permits, the City of San Bernardino shall verify that
the parking lot striping and security gating plan
allows for adequate truck stacking at gates to prevent
queuing of trucks outside the property.
Project Applicant City of San Bernardino
Community
Development
Department (Building
and Safety Division)
Prior to issuance of
building permit
MM AQ-7: Prior to the issuance of occupancy
permits, the City of San Bernardino shall verify that
a sign has been installed at each exit driveway,
providing directional information to the City’s truck
route. Text on the sign shall read “To Truck Route”
with a directional arrow.
Project Applicant City of San Bernardino
Community
Development
Department (Building
and Safety Division)
Prior to issuance of
building permit
Threshold III(c): The Project would
result in a cumulatively considerable
net increase of criteria pollutant for
which the Project region is non-
attainment.
Mitigation Measures AQ-1 and AQ-2 shall apply. Refer to MM AQ-1 and
MM AQ-2
Refer to MM AQ-1 and
MM AQ-2
Refer to MM AQ-1 and
MM AQ-2
Less than Significant
with Mitigation
Incorporated
Threshold III(d): The Project would
exceed the SCAQMD’s localized
significant threshold for PM10
emissions during the site preparation
phase of construction.
Mitigation Measures AQ-1 and AQ-2 shall apply. Refer to MM AQ-1 and
MM AQ-2
Refer to MM AQ-1 and
MM AQ-2
Refer to MM AQ-1 and
MM AQ-2
Less than Significant
with Mitigation
Incorporated
Biological Resources
Threshold IV(b): Although the
Project’s impacts to sensitive
communities protected by CDFW
policies and regulations would be less
than significant, Mitigation Measure
MM B1-1: The Project Applicant shall obtain a
Section 1602 Streambed Alteration Agreement from
the California Department of Fish and Wildlife
(CDFW) for the installation of a drainage outlet
within the Twin Creek Channel. Prior to the
Project Applicant City of San Bernardino
Community
Development
Department (Planning
Division, Building and
Prior to the issuance of
permits for
improvements within the
Twin Creek Channel.
Less than Significant
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Impact Mitigation Measure (MM) Responsible Party Monitoring Party Implementation Stage Level of Significance
MM BI-1 is recommended to ensure
compliance with applicable
regulations prior to construction.
issuance of permits for improvements within the
Twin Creek Channel, the Project Applicant shall
provide evidence to the City of San Bernardino
Community Development Department that a Section
1602 Streambed Alteration Agreement has been
issued for the Project.
Safety Division)
Threshold IV(d): The proposed
Project would result in the removal of
vegetation (i.e., trees and shrubs) from
the Project site with the potential to
support nesting migratory birds,
including the burrowing owl; thereby
resulting in a potential impact to
nesting migratory birds.
MM BI-2: No sooner than 30 days prior to and no
later than 14 days prior to grading activities, a
qualified biologist shall conduct a survey of the
Project’s proposed impact footprint and make a
determination regarding the presence or absence of
the burrowing owl. A second survey shall be
conducted within 24 hours prior to ground disturbing
activities. The determination shall be documented in
a report and shall be submitted, reviewed, and
accepted by the City of San Bernardino Community
Development Department prior to the issuance of a
grading permit and subject to the following
provisions:
a) In the event that the pre-construction survey
identifies no burrowing owls in the impact area, a
grading permit may be issued without restriction.
b) In the event that the pre-construction survey
indicates the Project’s proposed impact footprint is
occupied by burrowing owl, then prior to the
issuance of a grading permit and prior to the
commencement of ground-disturbing activities on
the property, a qualified biologist shall develop a
mitigation strategy in accordance with the California
Department of Fish and Wildlife Staff Report on
Burrowing Owl Mitigation (dated March 7, 2012),
which may include passive or active relocation of
burrowing owls. Passive relocation, including the
required use of one-way doors to exclude owls from
the site and the collapsing of burrows, will occur if
the biologist determines that the proximity and
availability of alternate habitat is suitable for
successful passive relocation. Passive relocation
shall follow CDFW relocation protocol and shall
only occur between September 15 and February 1.
Project Biologist City of San Bernardino
Community
Development
Department (Planning
Division, Building and
Safety Division)
No sooner than 30 days
prior to and no later than
14 days prior to grading
activities.
A second survey shall be
conducted within 24
hours prior to ground
disturbing activities.
Less than Significant
with Mitigation
Incorporated
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CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Impact Mitigation Measure (MM) Responsible Party Monitoring Party Implementation Stage Level of Significance
If proximate alternate habitat is not present as
determined by the biologist, active relocation shall
follow CDFW relocation protocol. The biologist
shall confirm in writing that the species has fledged
the site or been relocated prior to the issuance of a
grading permit.
MM BI-3: Prior to the issuance of grading permits,
a nesting migratory bird survey shall be completed
in accordance with the following requirements:
a) A migratory nesting bird survey of the Project’s
impact footprint shall be conducted by a qualified
biologist within three (3) days prior to initiating
vegetation clearing or ground disturbance.
b) A copy of the migratory nesting bird survey
results report shall be provided to the City of San
Bernardino Community Development Department.
If the survey identifies the presence of active nests,
then the qualified biologist shall provide the
Community Development Department with a copy
of maps showing the location of all nests and an
appropriate buffer zone around each nest sufficient
to protect the nest from direct and indirect impact.
The size and location of all buffer zones, if required,
shall be subject to review and approval by the
Community Development Department and shall be
no less than a 300-foot radius around the nest for
non-raptors and a 500-foot radius around the nest for
raptors. The nests and buffer zones shall be field
checked weekly by a qualified biological monitor.
The approved buffer zone shall be marked in the
field with construction fencing, within which no
vegetation clearing or ground disturbance shall
commence until the qualified biologist verifies that
the nests are no longer occupied and the juvenile
birds can survive independently from the nests.
Project Biologist City of San Bernardino
Community
Development
Department (Planning
Division, Building and
Safety Division)
Prior to the issuance of
all grading permits.
Nesting bird survey shall
be conducted within
three (3) days prior to
vegetation clearing or
ground disturbance.
Cultural Resources
Threshold V(b): The Project has the
potential to uncover and affect
previously undiscovered prehistoric
MM CR-1: Prior to the issuance of a grading
permit, the Project Applicant or construction
contractor shall provide evidence to the City of San
Project Applicant/
Project Construction
Manager, Project
City of San Bernardino
Community
Development
Prior to the issuance of a
grading permit.
Less than Significant
with Mitigation
Incorporated T&B Planning, Inc. Page 5-7
WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
Impact Mitigation Measure (MM) Responsible Party Monitoring Party Implementation Stage Level of Significance
archaeological resources during
excavation and/or grading activities.
Bernardino Community Development Department
that the construction site supervisors and crew
members involved with grading and trenching
operations are trained to recognize archaeological
resources should such resources be unearthed during
ground-disturbing construction activities. If a
suspected archaeological resource is identified on
the property, the construction supervisor shall be
required by his contract to immediately halt and
redirect grading operations in a 100-foot radius
around the find and seek identification and
evaluation of the suspected resource by a
professional archaeologist. This requirement shall
be noted on all grading plans and the construction
contractor shall be obligated to comply with the
note. The archaeologist shall evaluate the suspected
resource and make a determination of significance
pursuant to California Public Resources Code
Section 21083.2. If the resource is significant,
Mitigation Measure MM-CR-2 shall apply.
Archaeologist Department (Building
and Safety Division)
MM CR-2: If a significant archaeological
resource(s) is discovered on the property, ground
disturbing activities shall be suspended 100 feet
around the resource(s). The archaeological monitor
and a representative of the appropriate Native
American Tribe(s), the Project Applicant, and the
City of San Bernardino Community Development
Department shall confer regarding mitigation of the
discovered resource(s). A treatment plan shall be
prepared and implemented by the archaeologist to
protect the identified archaeological resource(s)
from damage and destruction. A final report
containing the significance and treatment findings
shall be prepared by the archaeologist and submitted
to the City of San Bernardino Community
Development Department and the San Bernardino
Archaeological Information Center.
Project Applicant/
Project Construction
Manager, Project
Archaeologist
City of San Bernardino
Community
Development
Department (Planning
Division, Building and
Safety Division)
Concurrent with grading
activities
Threshold III(c): The Project has the
potential to uncover and affect
previously unknown paleontological
resources during construction
activities.
MM CR-3: Prior to the issuance of a grading
permit, the Project Applicant or construction
contractor shall provide evidence to the City of San
Bernardino Community Development Department
that the construction site supervisors and crew
Project Applicant/
Project Construction
Manager
City of San Bernardino
Community
Development
Department (Building
and Safety Division)
Prior to the issuance of a
grading permit.
Less than Significant
with Mitigation
Incorporated.
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WATERMAN LOGISTICS CENTER
CITY OF SAN BERNARDINO MITIGATED NEGATIVE DECLARATION
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members involved with grading and trenching
operations are trained to recognize paleontological
resources (fossils) should such resources be
unearthed during ground-disturbing construction
activities. If a suspected paleontological resource is
identified, the construction supervisor shall be
required by his contract to immediately halt and
redirect grading operations in a 100-foot radius
around the find and seek identification and
evaluation of the suspected resource by a qualified
paleontologist meeting the definition of a qualified
vertebrate paleontologist given in the County of San
Bernardino Development Code Section 82.20.040.
This requirement shall be noted on all grading plans
and the construction contractor shall be obligated to
comply with the note. The significance of the
discovered resources shall be determined by the
paleontologist. If the resource is significant,
Mitigation Measure MM CR-4 shall apply.
MM CR-4: If a significant paleontological resource
is discovered on the property, discovered fossils or
samples of such fossils shall be collected and
identified by a qualified paleontologist meeting the
definition of a qualified vertebrate paleontologist
given in the County of San Bernardino Development
Code Section 82.20.040. Significant specimens
recovered shall be properly recorded, treated, and
donated to the San Bernardino County Museum,
Division of Geological Sciences, or other repository
with permanent retrievable paleontological storage.
A final report shall be prepared and submitted to the
City of San Bernardino that itemizes any fossils
recovered, with maps to accurately record the
original location of recovered fossils, and contains
evidence that the resources were curated by an
established museum repository.
Project Applicant/
Project Construction
Manager, Project
Paleontologist
City of San Bernardino
Community
Development
Department (Planning
Division, Building and
Safety Division)
Concurrent with grading
activities.
Hydrology and Water Quality
Threshold IX(f): The Project would
remove an abandoned railroad bridge
that spans the Twin Creek Channel.
During demolition of the bridge, there
MM WQ-1: Prior to the issuance of permits to
allow for the removal of the railroad bridge, the City
shall verify that the following notes are specified on
construction documents. Project contractors shall be
Project Construction
Manager
City of San Bernardino
Community
Development
Department (Building
Prior to the issuance of
permits to remove the
railroad bridge.
Less than Significant
with Mitigation
Incorporated
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WATERMAN LOGISTICS CENTER
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is the potential that debris could fall
into the Channel and adversely affect
water quality.
required to comply with these notes and maintain
written records of such compliance that can be
inspected by the City of San Bernardino upon
request. This note shall also be specified in bid
documents issued to prospective construction
contractors.
a) Bridge removal activities shall occur on days
that are forecast to have 0% chance of rain.
b) Prior to the start of bridge removal,
polyethylene sheeting or other comparable material
shall be attached to the underside of the bridge or
within the Twin Creek Channel to collect any falling
debris. Debris that falls onto the sheeting shall be
removed at the end of each work day and placed into
a disposal container. Debris shall not be allowed to
accumulate on the sheeting or within the Channel.
c) If any debris falls into the Twin Creek Channel,
the contractor shall immediately collect the debris,
remove it from the Channel, and place it into a
disposal container.
and Safety Division)
T&B Planning, Inc. Page 5-10
JN 941-003
MEMORANDUM
To: Aron Liang, City of San Bernardino
From: Tracy Zinn, Principal
Re: WATERMAN LOGISTICS CENTER MND: RESPONSE TO COMMENT LETTERS
Date: January 19, 2015
At the request of the City, T&B Planning, Inc., serving as the California Environmental Quality Act (CEQA)
compliance consultant for the Waterman Logistics Center project, prepared the following responses to the three
comment letters received by the City related to the project’s Mitigated Negative Declaration (MND). Responses to
the substantive points of each letter are provided below.
California Department of Fish and Wildlife (CDFW)
January 6, 2014
Summary of Comments
This letter discusses concerns related to potential impacts to the burrowing owl and nesting migratory birds, as well
as potential impacts to resources regulated by the CDFW’s Lake and Streambed Alteration Program. With respect
to potential impacts to burrowing owls, CDFW claims the Project site contains suitable habitat for the burrowing
owl and suggests that mitigation for impacts to the burrowing owl be imposed in accordance with the CDFW 2012
Staff Report on Burrowing Owl Mitigation. Regarding potential impacts to nesting migratory birds, CDFW suggests
that a pre-construction survey for nesting birds be conducted prior to the issuance of grading permits regardless of
the time of year and not only during the nesting season. CDFW also requests that the MND disclose all potential
Project activities that may affect river or stream resources.
Response
The Draft MND contains an analysis of the Project’s potential to impact the burrowing owl under the heading
“Biological Resources” on Pages 28-33. As disclosed in the Draft MND and the in Project’s Biological Technical
Report (Appendix C to the MND) prepared by RBF Consulting, the burrowing owl was not observed on the Project
site during a field survey of the property conducted by RBF. RBF also reported in Appendix C that the site contains
low quality habitat for the species, and the species is not likely to occupy the Project site due to historic and on-
going development activities on the site. Regardless, the Draft MND included mitigation to avoid significant
impacts to the burrowing owl in the low likelihood that the species is found to occupy the Project site prior to the
initiation of construction activities (Mitigation Measure (MM) BI-2).
In response to this CDFW comment, biologists at the firm RBF Consulting (Michael Baker Corporation) conducted
a burrowing owl burrow survey of the property on January 8, 2015, to determine if the Project site contained
habitat/burrows suitable for use by the burrowing owl. No burrowing owl burrows or sign of burrowing owl use of
the property (i.e., direct observation, aural detection, pellets, white wash, feathers, or prey remains) were observed
on January 8, 2015, which is consistent with the findings reported in the Draft MND and Appendix C of the MND.
The January 8, 2015, survey also confirmed that the property contains low quality habitat for the burrowing owl and
is not likely to support the species. These findings also affirm the conclusions of the information disclosed in the
WATERMAN LOGISTICS CENTER MND: RESPONSE TO COMMENT LETTERS
January 19, 2015
Page 2 of 3
Draft MND and the Project’s Biological Technical Report. The Final MND is revised to incorporate the findings of
the burrowing owl burrow survey report (which is added as Appendix M to the Final MND). Also, the wording of
MM BI-2 in the Final MND has been refined at the suggestion of the CDFW. The addition of Appendix M and the
refinement of MM BI-2 provide additional clarity to the document. These changes do not represent new information
or a substantial modification to the MND, and do not require the MND to be recirculated.
The Draft MND included Mitigation Measure MM BI-3 to preclude impacts to nesting migratory birds, should
nesting birds be present on the property at the time of Project construction. As disclosed in the Draft MND, MM
BI-3 prohibits clearing activities during the migratory bird nesting season unless a pre-construction nesting bird
survey is conducted on the subject property. At the request of CDFW, MM BI-3 has been revised in the Final MND
to require a pre-construction nesting bird survey regardless of the time of year. The revision to MM BI-3 achieves
the same objective and end result as the original wording. This change does not represent new information or a
substantial modification to the MND and does not require the MND to be recirculated.
The Draft MND included a detailed description and analysis of the Project’s potential physical impacts to the Twin
Creek Channel (i.e., construction of a new storm drain outlet and demolition of an abandoned railroad bridge that
spans the Channel). The Twin Creek Channel is the only resource that would be physically impacted by the Project
that is regulated by the CDFW’s Lake and Streambed Alteration Program and those impacts are thoroughly
analyzed. There are no other aspects of the Project that could affect river or stream resources; therefore, no revisions
to the MND are warranted.
San Bernardino County Department of Public Works
January 8, 2015
Summary of Comments
This letter acknowledges that the information disclosed in the MND adequately addresses the concerns of the various
divisions of the San Bernardino County Department of Public Works. This letter also makes several requests
regarding the processing of future improvement permits.
Response
This comment letter is acknowledged. No revisions to the MND are warranted.
South Coast Air Quality Management District (SCAQMD)
January 8, 2015
Summary of Comments
This letter addresses the impacts of the Project’s air quality emissions from Project construction and operation. The
SCAQMD questions the assumptions and methodologies used by Urban Crossroads to calculate air quality impacts
from truck traffic, including emissions of diesel particulate matter. The letter also requests that the Project’s Air
Quality Impact Analysis (Appendix A to the Draft MND) be revised to be consistent with the construction demolition
assumptions described in the MND. Lastly, this comment letter also recommends that the City apply additional
mitigation measures to reduce the Project’s near- and long-term emissions of various air pollutants.
Response
The Draft MND contained a detailed analysis of the Project’s potential air quality impacts on Pages 15-27, supported
by a technical Air Quality Impact Analysis attached as Appendix A to the Draft MND prepared by Urban Crossroads.
The assumptions and methodologies used to calculate the Project’s expected mobile source air emissions are
consistent with recent practice in the City of San Bernardino, and the vehicle fleet mix, daily truck trip rate, and
WATERMAN LOGISTICS CENTER MND: RESPONSE TO COMMENT LETTERS
January 19, 2015
Page 3 of 3
truck trip length assumptions are all appropriate because they are based on the Institute of Transportation Engineers
(ITE) Trip Generation Manual, 9th Edition, and the Fontana Truck Trip Generation Study which reflects typical
operating characteristics of warehouse uses in the local area. The air pollutant emissions from mobile sources
disclosed in the Draft MND accurately describe the Project’s expected air emissions; therefore, revisions to the
MND are not warranted.
The methodology used to quantify potential health risks to surrounding receptors associated with diesel particulate
matter emissions yields results that describe the Project’s maximum potential effect on surrounding residential,
worker, and school child receptors. The impact analysis is presented in the Draft MND and the Project’s Mobile
Source Health Risk Assessment (Appendix B to the MND), which conclude that impacts would be less than
significant. It should also be noted that the calculations overstate the Project’s potential health risk impact in several
regards. Most particularly, the calculations disclosed in the MND and Appendix B to the MND rely on the now-
outdated California Air Resources Board (CARB) 2011 EMFAC computer model, and not the updated EMFAC
released by the CARB in December 2014. EMFAC is a statewide computer model that is used to produce vehicle
emission factors based on emission regulations that apply in California. EMFAC 2014 takes into consideration
current Environmental Protection Agency (EPA) and CARB regulations and standards such as the 2014 Truck and
Bus Rule and Advanced Clean Car regulations, which require the use of cleaner fuel and more efficient and less
polluting engines in motor vehicles. The 2011 EMFAC does not take new regulations and standards into
consideration, and thus overstates air pollutant emissions reported in the MND. Therefore, no revisions have been
made to the MND.
Per the request of the SCAQMD, the technical Air Quality Impact Analysis was revised to be consistent with the
construction demolition assumptions described in the MND, and the updated report is included as Appendix A to
the Final MND. As a result of the revisions, the number of truck trips required to haul demolition waste from the
Project site was increased from 110 trips to 485 trips. Despite the correction made in the number truck trips during
the demolition phase of construction, emissions generated during demolition phase would remain less than the peak
daily emissions for Project construction (which occur during the site preparation and grading phases of construction)
and less than the peak daily construction emissions disclosed in the MND. Because the Draft MND correctly
disclosed Project’s “worst-case” construction emissions, no revision to the MND is warranted.
Many of the mitigation measures recommended by SCAQMD are duplicitous to design features proposed by the
Project, mitigation measures already included in the Draft MND, or energy efficiency requirements of State law
(e.g., California Green Building Standards Code, Title 24 (CalGreen)). Additionally, many of SCAQMD’s
recommended mitigation measures regarding energy-source emissions do not have a proportional nexus to the
Project’s mobile source emission impacts, or relate to the control of tailpipe emissions that are enforced by State
and federal agencies and are not feasible for the Applicant to implement and/or feasible for the City of San
Bernardino to enforce. Although the mitigation measures included in the Draft MND are already sufficient to reduce
the Project’s air quality impacts to less-than-significant levels, several mitigation measures have been revised and/or
added to the Final MND to further reduce the Project’s air pollutant emissions. The revised and added mitigation
measures achieve the same objective and end result as the original mitigation measures presented in the Draft MND.
As such, these changes do not represent new information or a substantial modification to the MND, and do not
require the MND to be recirculated
CITY OF SAN BERNARDINO
NOTICE OF PUBLIC HEARING BEFORE THE
CITY OF SAN BERNARDINO
PLANNNING COMMISSION
SUBJECT: GENERAL PLAN AMENDMENT 14-18, ZONING MAP AMENDMNET
14-16, TENTATIVE PARCEL MAP 19573 AND DEVELOPMENT PERMIT-P 14-05
Ward No.
1
PROPOSAL: A request to amend the land use district of approximately 19.5 acres from Residential and Commercial
to Industrial, amend the zoning map from Residential Medium High (RMH) and Commercial Office (CO) to Industrial
Light (IL), merge various parcels into one large parcel and construct a 427,000-square foot warehouse building. The
project site is located on the east side of Waterman Avenue, approximately 1,000 feet north of Mill Street, in the CO
and RMH zones.
OWNER: Various Owners
APPLICANT: RedRock Development Inc.
ENVIRONMENTAL RECOMMENDATION: Proposed Mitigated Negative Declaration
PUBLIC HEARING LOCATION:
San Bernardino City Hall
300 North “ D” Street
Lobby Floor, “ Council Chambers”
San Bernardino, California 92418
HEARING DATE AND TIME:
Wednesday, January 21, 2015 at 6:00 p.m.
You are receiving this notice because the project site described
above is within 500 feet of your property. If you would like further
information about this proposal prior to the public hearing, please
contact the Planning Division at (909) 384-5057.
You are welcome to attend the public hearing and address the
Planning Commission with your comments on this proposal, or you
may submit written comments in favor of or in opposition to the
proposal to the Planning Division, City Hall, 300 North “ D” Street,
San Bernardino, CA 92418.
Decisions of the Planning Commission are final concerning Minor
Use Permits, Development Permits, and Tentative Parcel Maps,
unless appealed to the Mayor and Council. Appeals to the Mayor
and Council must be made in writing, stating the grounds of the
appeal and must be submitted to the City Clerk along with the
appropriate fee within fifteen days of the decision.
Final review and action concerning General Plan Amendments,
Development Code Amendments, Specific Plans and Development
Agreements will be made by the Mayor and Common Council.
If you challenge the resultant action of the Mayor and Common
Council in court, you may be limited to raising only those issues you
or someone else raised at the public hearing described in this notice,
or in written correspondence delivered to the City Planning Division
at, or prior to, the public hearing.
Individual testimony on agenda items will be strictly limited to three
minutes per person.
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Project Site
MILL STREET
The City of San Bernardino recognizes its obligation to provide equal access to public services to those individuals with disabilities. Please contact
Facilities Services (384-5244) two working days prior to the meeting with any requests for reasonable accommodation, to include interpreters.