Shafter City Council
June 2, 2026

11 ENGINEERING: GRADING & DRAINAGE

61. Prior to review of any required improvement plans, both a drainage/hydrology study and a grading plan shall be submitted to and approved by the City Engineer. A master grading plan covering Tract No. 7461 shall be submitted and approved. Future development plans shall be based upon the approved master plan. Any deviation from the approved master plan will require the approval of the City Engineer.

62. The drainage/hydrology study and hydraulic analysis for the project shall be performed by a registered civil engineer and submitted to the City Engineer for review and approval. The study shall demonstrate that any potential run-off will not impact surrounding properties.

The study shall focus on the project property and any affected adjacent properties.

63. A soils report, prepared by a registered civil engineer shall be submitted along with the grading plan. Soils report shall be performed in compliance with the latest edition of California Building Code, Chapter 18. In addition, all site grading, earthwork and building design shall be performed in accordance with the recommendations of the soils report.

64. A grading permit shall be obtained from the City prior to commencement of any grading activity.

65. Prior to issuance of a building permit, the Developer shall file a “Rough Grade Certificate” with the City in accordance with the City Engineering Design Standards. Rough Grade Certificate shall be accompanied by certified soil compaction test data from an acceptable materials testing company and a certificate that the rough grade is in substantial conformance with the approved grading plan and Chapter 15.28 of the Shafter Municipal Code. Developer to obtain “Rough Grade Certificate” form from the City.

66. Prior to final approval, acceptance of work, or issuance of Certificate of Occupancy, the Developer’s engineer shall file a “Final Grade Certificate” stating that all required grading has been done in accordance with the approved grading plan. Developer to obtain “Final Grade Certificate” form from the City.

67. The location and frequency of soils compaction testing shall be per the City Engineer. Soils compaction testing shall be provided by the Developer.

68. Minimum slopes across any flat surface shall be 1%. For slopes less than 1%, surface drainage shall be channeled into a concrete v-gutter, curb and gutter, underground storm drain, or similar drainage structure.

69. All building pads shall provide a minimum of 2% slope away from each house to an earth swale, and a minimum of 1% from the highest point in the swale to the street. A four-inch landscape drain may be used to replace the earth swale. The minimum pad height shall be twelve (12) inches above the adjacent curb.

70. Street side corner lots shall not have their side yard slope (finish grade to back of sidewalk) exceed 4 horizontal: 1 vertical. If maximum slope is exceeded, side yard shall be retained in an approved manner.

12 71. Wood retaining structures shall not be approved. Developer shall use masonry, keystone, concrete, or other approved material.

72. Engineered off-site drainage plans for Tentative Tract No. 7461 shall be submitted to and approved by the City of Shafter prior to recordation of the final map. The approved drainage facilities shall be constructed and approved by the City of Shafter prior to issuance of building permits.

73. All storm drain pipes and manholes shall be installed with the street paving. Catch basin shall be installed per city standards.

74. Drainage Basin:
a. Developer shall construct a drainage basin on Lot F as shown on the Tentative Tract Map No. 7461. Developer shall provide calculations showing all drainage areas utilizing the basin, and show the percentage of the capacity utilities due to Tract No. 7461.
b. Developer shall construct permanent masonry walls around the proposed drainage basin on Lot F with a 16’ access controlled by a gate.

75. The number and location of street-based siphons and cross gutters allowed, if any, will be determined during the grading and drainage review process. The minimum grade for allowed cross gutters shall be 0.6%.

76. Grading onto adjacent property shall not be done without written permission from the adjacent property owner.

77. The Office of the City Engineer shall be notified 24 hours in advance of the placement of any fill material.

78. Fill and/or import material shall be subject to the approval of the soils engineer.

79. Developer is responsible for the grading of lot pad areas to within 0.1 foot of the design elevations.

80. All areas in the site on which structures are to be placed must be compacted to 90% relative density, for a minimum distance of 5-feet in all directions from the foundations of the structure.

81. All fill material shall be moisture conditioned to at least 2% above optimum moisture and compacted to 90% relative density, as determined by test methods referenced in Chapter

15.28 of the Shafter Municipal Code, and so certified by test and report from the soils engineer.

82. The design engineer shall exercise sufficient supervisory control during grading operations to ensure compliance with the plans, specifications, and code within his purview.

13 83. The placement of fill shall be in 6-inch-maximum lifts, compacted with heavy compaction equipment approved by the City Engineer, unless specifically recommended otherwise in the preliminary soils report.

84. Compaction in proposed pavement areas should be per City standards and should extend to a minimum distance of 2-feet beyond the outside edges of pavement.

85. All cut and fill slopes shall not be steeper than 2 horizontal to 1 vertical.

86. All fill areas to be cleared of all vegetation and other unsuitable materials for a structural fill and the areas shall be scarified to a depth of 6-inches, unless specifically noted otherwise in the preliminary soils report.

87. All slopes in excess of three (3) feet shall be prepared and maintained to control against erosion.

88. Grading work shall be supervised as engineered grading in accordance with Chapter 15.28 of the Shafter Municipal Code.

89. During grading, reasonable searching should be performed for concealed subsurface obstructions. All abandoned subsurface obstructions should be removed. If terminus of any abandoned piping is outside the project limits, the piping should be removed within the project and properly capped at the project boundary.

90. Developer's attention is directed to the provisions of SJVAPCD's Regulation VIII - Fugitive PM 10 Prohibitions, which requires the submission of a Dust Control Plan for certain construction projects. Developer shall comply with all applicable SJVAPCD rules and regulations including the submission of a Dust Control Plan as may be applicable.

Current SJVAPCD rules and regulations are available online at http://www.valleyair.org/rules/1ruleslist.htm.

91. It shall be the Developer's responsibility to prevent a dust nuisance from originating from the site of the work as a result of his operations. Preventative measures to be taken by the Contractor shall include but shall not be limited to the following:
a. Water shall be applied to all unpaved areas as required to prevent the surface from becoming dry enough to permit dust formation.
b. Paved surfaces over which vehicular traffic is permitted to travel shall be kept free of dirt.
c. Temporary suspension of the work, either as a result of order by the Engineer or as a result of conditions beyond the control of the Contractor shall not relieve the Contractor from his responsibility for dust control as set forth herein.

92. Any temporary drainage basin serving the subdivision shall be surrounded with a chain link fence with privacy slats.

14 ENGINEERING: WATER/FIRE

93. The Developer shall install two water systems for the project together with such equipment, pipeline, and facilities, including individual water services, as may be necessary to ensure the development has a minimum supply of water for the purposes of the development including fire protection. One water system shall be developed exclusively for drinking or domestic water service. The other shall be for irrigation of lawns, parks, and common landscape area and be provided by either existing or new wells. Developer shall submit water improvement plans to the City Engineer and Oildale Mutual Water Company for review and approval. Developer shall construct the public water system in accordance with Subdivision Engineering Design Manual for the subject property. The dual water system shall be constructed by the Developer and approved by the City of Shafter and Oildale Mutual Water Company prior to recordation of the final map.

94. To the greatest extent possible, above ground air-vac or air release valves required by Oildale Mutual Water Company shall be in public landscaping or entrances to Natural Trail areas, and not along residential property frontages. This requirement is subject to the approval of Oildale Mutual Water.

95. To the greatest extent possible, wet utilities (sewer, water, storm drain) shall be installed between the flowlines on all streets.

96. Fire protection shall be provided per Kern County Fire Department Standards for the type of development. A Certificate of Approval shall be obtained by the Developer from the Kern County Fire Department. Evidence of this Certificate of Approval shall be provided to the City prior to acceptance of the water system by the City.

97. Prior to installation, all water improvement plans shall be reviewed and approved by the Kern County Fire Department. The review includes hydrant locations and access into and out of the tract. A plan review permit, obtained from the Kern County Fire Department, must be applied and paid for prior to the review of any modified or new tract map.

98. The water line size, location and materials shall be subject to the approval of the City Engineer. The minimum water line size shall be in accordance with the Subdivision and Engineering Design Manual.

99. Tie-ins to existing water mains shall be constructed in a manner approved by the City Engineer.
100. Whenever possible, the water system shall be looped to minimize dead ends. 101. Separate dual water services shall be installed for each residential property. 102. No permanent structures shall be constructed over proposed or existing utility easements. 103. Prior to issuance of a building permit, water mains and fire hydrants to be installed by applicant shall be completed, tested, and accepted (CFC).

15 104. The Developer shall provide AWWA approved fire hydrants that comply with Kern County Development Standards (Clow 850 or equivalent).
105. The required fire hydrants shall be placed a maximum of 660 feet apart throughout the tract for firefighting purposes. Final hydrant locations shall be approved by Kern County Fire prior to installation.
106. The Developer shall install reflective markers to identify hydrant locations pursuant to California Health and Safety Code 13060.
107. The required fire hydrants shall provide a minimum fire flow of 1,500 gallons per minute for 2 hours with 20 PSI residual, as determined by the Kern County Fire Department. 108. The water system for the required fire hydrants shall be looped, if practicable. 109. The Developer shall install the required water, access and street signs prior to issuance of any building permit.
110. A fire flow test shall be performed and approved by the Kern County Fire Department prior to issuance of any building permit and before any Certificates of Occupancy are issued.

The Kern County Fire Department shall be contacted for a fire flow test and approval prior to the commencement of construction.
111. All fire access roads to each parcel must meet specifications set forth in Section 503.2 of the California Fire Code and the applicable Appendix and Ordinance sections. 112. All new residential construction will require automatic fire sprinklers and shall meet all other fire requirements of the California Fire Code.

ENGINEERING: SEWER
113. No properties shall be served by a septic system.
114. Developer shall install a sewer system for the development together with such materials, pipelines, manholes, and individual services for the purposes of the development. Developer shall submit sewer improvement plans to the City Engineer for review and approval prior to recordation of the final map. Developer shall construct the public sewer system in accordance with the Shafter Subdivision Engineering Design Manual for the subject property.
115. Sewer line size, location, slope, and materials shall be subject to the approval of the City Engineer. Minimum sewer line size, location, slope, and materials shall also be in accordance with the Subdivision and Engineering Design Manual. 116. Tie-ins to existing sewer mains, manholes, or other structures shall be constructed as directed by the City Engineer.

16 117. Sewer pipelines and manholes shall be installed within the proposed street paving of the development.
118. Separate sewer services shall be installed for each property. At no time shall sewer be joint trenched with water.
119. Sewer lines shall not be permitted in easements between the backyards or side-yards of residential lots.
120. No permanent structures shall be constructed over proposed or existing utility easements.

ENGINEERING: STREET & TRAFFIC
121. Developer shall construct and provide rights-of-way for all streets, curb, gutter, cross gutter, drainage facilities, sidewalks, walls, landscaping, streetlights, drive approaches, intersections, and other related improvements consistent with Tentative Tract No. 7461 and the Mission Lakes Specific Plan. Developer shall submit street improvement plans prepared by a registered civil engineer to the City Engineer for review and approval and shall include:

Preliminary soils report, preliminary engineer’s estimate of construction costs; and plan check and inspection fees.
122. Additional rights of way easements or dedications necessary for street and/or public utility improvements located outside the tract boundary shall be granted to the City of Shafter prior to map recordation.
123. The drawings shall include all proposed public street pavement, curb, gutter, driveways, streetlights, cross gutter, catch basins, striping, signage, traffic signals, and sidewalks along the perimeter of all streets adjacent to or within the project site. Said improvements shall be constructed as per the street improvement plans approved by the City Engineer in a manner consistent with the Subdivision and Engineering Design Manual. 124. All local streets shall be developed as full-width streets in accordance with standards and specifications of the Mission Lakes Specific Plan and the City of Shafter, as approved by the City Engineer. All local streets shall be fifty-two (52) feet full right-of-way with forty (40) feet flowline to flowline.
125. Additional Street Requirements:
a. Developer intends to continue to use a modified 4.5-inch wedge shaped curb along home frontages similar to City of Fresno Standard P-9. City of Shafter agrees to the use of this 4.5-inch wedge shaped curb provided Developer supplies a slip form for a 4.5-inch wedge shaped curb that is consistent with the City of Shafter standard 6- inch curb. Final dimensions are subject to City of Shafter approval. It is the intention of the City to develop a City curb and gutter standard based on this wedge shape curb to better comply with ADA regulations on home frontages. This modified curb shall be used on residential lot frontages only.

17 b. Mission Lakes Boulevard shall be constructed to its full flowline to flowline width along the tract boundary. Sidewalk, landscaping, and wall improvements may be deferred along the north side of Mission Lakes Boulevard until those areas are developed.
c. Lakes Road shall be constructed to its full flowline to flowline width along the tract boundary. Sidewalk, landscaping, and wall improvements may be deferred along the east side of Lake Road until those areas are developed. 126. Should a street transition to another street with a ninety (90) degree turn occur, that transition shall be a street knuckle and shall be shown on the final tract map and in the street improvement plans.
127. Cul-de-sac and street knuckle dimensions and radii to conform to the Subdivision and Engineering Design Manual and/or as approved by the City Engineer. The use of off-set cul-de-sacs is approved provided they meet the requirements of the City of Shafter. 128. Street signs shall be installed per City standards as required by the City Engineer. 129. During construction, the Developer shall maintain the project, including all adjacent streets in a dust free condition. This condition applies at all times including weekends, evenings, and nighttime hours. During construction operations, cleanup of soil from the public roadways shall be required, if deemed necessary, by the City Engineer. 130. All utilities proposed under paving shall be installed prior to paving. Cover over utilities shall be at a depth as approved by the City Engineer.
131. Driveway approaches shall be constructed in a manner consistent with the requirements for residential approaches as set forth in the City’s Subdivision and Engineering Design Manual or as permitted by the City Engineer.
132. Sidewalk, including curb, shall be five (5) feet wide and shall be placed behind the curb, or as specified by the Mission Lakes Specific Plan. Transitions at intersections and wheelchair ramps shall be provided and installed per the City’s Subdivision and Engineering Design Manual.
133. Monument and monument covers shall be set per City Standards. 134. Temporary turnarounds, if required, including right-of-way, shall be granted, designed, and installed per the Subdivision and Engineering Design Standards. 135. Property line locations shall be marked with a chiseled line on the top of curb for all property lines. The location of all sewer laterals shall be indicated on the top or face of curb with a stamped “S”.
136. Street lighting shall be installed in accordance with the City Engineering and Subdivision Design Manual as directed by the City Engineer. Developer shall coordinate with Pacific Gas & Electric to ensure that the streetlights are established under the LS-2A rate schedule.

18 137. Secondary access easements shall be provided at the request of the City Engineer. Within any given phase of development, secondary access easements and improvements shall be provided in a manner approved by the City Engineer. Access roads shall be twelve (12) feet in width and shall consist of three (3) inches of Class II aggregate base over six (6) inches of native material compacted to 90% relative maximum density. 138. The Developer shall install a traffic signal at the intersection of 7th Standard Road and Lake Road. Prior to recordation of the final map, the Developer shall bond for this traffic signal.

The certificate of occupancy will not be issued to even a single lot in Tract No. 7461 until the traffic signal is installed and made fully operational and the Developer shall disclose this to the prospective buyers.
139. Waivers of direct access shall be dedicated and shown on the final map as approved on the tentative map, subject to change by request of the City Engineer. 140. A street permit shall be obtained from the City of Bakersfield for any work to be completed within the City of Bakersfield’s right-of-way, prior to the commencement of such work. 141. The Developer shall construct a secondary access from 7th Standard Road to Tract 7461 pursuant to the City of Shafter’s Engineering and Design Standards prior to the issuance of a building permit for the 200th dwelling unit within Tract 7461.

ENGINEERING: LANDSCAPING
142. Electrical Source for Landscaping:
a. Developer shall supply and install landscaping electrical services to power any and all required timers, solenoids, pumps, motorized equipment. Cabinets and meter pedestals shall be approved by the City of Shafter. Developer shall contract with Pacific, Gas & Electric the location of each pedestal and make all arrangements for them to deliver power at each location.
143. Water Source for Landscaping:
a. Landscaping water service point of connection shall be approved by the City Engineer. The water source shall be from the non-potable water system installed with the tract.
144. Landscaping Enclosure:
a. Landscaping timers, electrical service fuses, breakers, etc., shall be installed within a commercial grade landscaping enclosure.
b. Commercial grade landscaping enclosure shall be installed within the dedicated landscaping area adjacent to the water source and/or electrical source.

19 c. Commercial grade landscaping enclosure shall be installed on a concrete foundation poured onto a minimum of six (6) inches of native subgrade compacted to 90% (or in accordance with manufacturer’s recommendations, whichever is more stringent). d. The City of Shafter Subdivision and Design Manual requires a 110-volt duplex electrical service within the enclosure.
145. The Developer shall comply with all requirements for grading and erosion control, including the prevention of sedimentation or potential damage to off-site property. 146. Sleeves shall be placed under the proposed paving for landscape piping or low voltage electrical per the City Engineer.
147. Natural trails proposed for Tract No. 7461 shall have a minimum six-(6) foot-wide tread path composed of decomposed granite or some other ADA compliant surfacing. The path of the natural trail shall gently meander between the walls in a manner approved by the City. The trail grade shall be 0.50 ft. higher than landscape grade. Cross slope in the tread path shall not exceed ADA standards. Grade from the tread path to the landscaped grade shall not exceed 4:1.
148. Natural Trails shall be lit to an average foot-candle of 0.5 foot-candle. The purpose is to provide a minimum amount of light for usage at night. Natural trails may be lit with a combination of pole mounted lights, bollards, or similar devices. Wall mounted lights will be prohibited. Pole mounted lights shall not direct light into the residential lots or structures. The lighting shall be located near the Natural Trail edges so as to not be obscured by landscaping, proposed or future.
149. Landscaping within the Natural Trail shall be approved by the City. Separate plan sets shall be provided for Natural Trail landscaping in a manner similar to public landscaping along arterials, collectors, or other public areas. Plans shall show locations of water and electrical services necessary to serve the landscaping and lighting needs of these areas. 150. Natural Trail lots shall be equipped with a minimal number of benches, trash receptacles, water fountains, picnic tables, etc. Details shall be worked out with the City during Natural Trail plan review and approval.
151. Bollards or other effective obstructions shall be placed where the Natural Trails touch public street improvements. Bollards shall also be required at the ends of cul-de-sacs opening where openings in the masonry wall are proposed. 152. Developer shall deed the public landscaping/natural trail lot (Lot E) to the City of Shafter within 60 days of recordation of the Notice of Completion for Tract No. 7461.

ENGINEERING: SUBDIVISION IMPROVEMENT AGREEMENT
153. The Developer shall furnish the City of Shafter acceptable security to guarantee the construction of public improvements in accordance with all applicable provisions of the City of Shafter Municipal Code and the State Subdivision Map Act. The Developer may

20 enter into a subdivision improvement agreement with the City of Shafter for public improvements that are not completed at the time of Final Map approval. The subdivision improvement agreement must be approved by the City Council and recorded with the Kern County Assessor-Recorder.

CALIFORNIA DEPARTMENT OF CONSERVATION – GEOLOGIC ENERGY

MANAGEMENT DIVISION (CDC-CALGEM)
154. All four wells within Tract 7461, as shown on the approved tentative map, prior to, or during, development activities shall be tested by the Developer for liquid and gas leakage.

Surveyed locations should be provided to CalGEM in Latitude and Longitude, NAD 83 decimal format. Any wells found leaking must be reported immediately to CalGEM by the Developer.
155. No well work may be performed on any oil, gas, or geothermal well by the Developer without written approval from CalGEM. Well work requiring approval includes, but is not limited to, mitigating leaking gas or other fluids from abandoned wells, modifications to well casings, and/or any other re-abandonment work. The Developer must acquire any required approval from CalGEM prior to commencing any well work. The Division also regulates the top of a plugged and abandoned well's minimum and maximum depth below final grade. CCR §1723.5 states well casings shall be cut off at least 5 feet but no more than 10 feet below grade. If any well needs to be lowered or raised (i.e. casing cut down or casing riser added) to meet this regulation, the Developer must acquire the necessary permit from the Division before commencing work.
156. To ensure that the future property owners of Tract 7461 Lots 155, 156, 259, and 260 are aware of the existence of all wells located on the subject property, and the potentially significant issues associated with any improvements near oil or gas wells, the Developer shall communicate to the Kern County Recorder the proximity and location of the 10-foot non-buildable buffer around the existing, identified wells affecting these lots, for inclusion in the title information of Tract 7461 Lots 155, 156, 259, and 260. The Developer shall have this disclosure conveyed in a recorded covenant or an alternative recorded document affecting title information prior to the Notice of Completion for Tract 7461. A copy of the recorded documents affecting the title information of the aforementioned lots shall be provided by the Developer to the Planning Department.
157.156. The Division recommends that any soil containing hydrocarbons be disposed of in accordance with local, state, and federal laws. The Developer shall notify the appropriate authorities if soil containing significant amounts of hydrocarbons is discovered during development. Any soil containing significant amounts of hydrocarbons shall be disposed of in accordance with local, state, and federal laws.
158.157. If during development activities, any wells are encountered that were not part of this review, the Developer/property owner is expected to immediately notify CalGEM’s construction site well review engineer in the Inland district office, and file for Division

21 review an amended site plan with well casing diagrams. The District office will send a follow-up well evaluation letter to the property owner and local permitting agency.

NORTH OF THE RIVER RECREATION AND PARK DISTRICT
159.158. Prior to 60% occupancyrecordation of a final map, the subdivider shall dedicate land with free and clear title to North of the River Recreation and Park District based on a park land dedication requirement of 2.5 acres per 1,000 population in accordance with Chapter 15.80 of the Bakersfield Municipal Code. If the number of dwelling units increases or decreases upon recordation of a final map(s), the park land requirements will change accordingly. Prior to recordation of a final map, the subdivider shall enter into an agreement with North of the River Recreation and Park District to implement and satisfy this condition.

This subdivision is located within the boundaries of the North of the River Recreation and Park District.
a. Subdivider shall dedicate 2.69 acres
160.159. Prior to 60% occupancyrecordation of any final map, the subdivider shall record a covenant on the property disclosing the requirement to dedicate/reserve a public park pursuant to a park agreement with the North of the River Recreation and Park District.

Covenant shall be reviewed for approval by the North of the River Recreation and Park District prior to recordation.
161.160. All park sites shall be improved to North of the River Recreation and Park District requirements/Standards via an agreement with North of the River Recreation and Park District and the subdivider. Said agreement shall include the scope and timing of the development of the park site.
162.161. Prior to recordation of any final map, theThe subdivider shall record a covenant notice on all lots of the subdivision disclosing the potential for light, glare, traffic and noise disturbances associated with the operations of the existing park site. Covenant Such notice shall be reviewed for approval by North of the River Recreation and Park District and submitted to City Planning prior to recordationshown on the title sheet of the Final Map. 163. Prior to recordation of a final map, the subdivider shall provide the Planning Department written proof/verification from North of the River Recreation and Park District that said project is within the NOR Park Maintenance District.
164.162. Subdivider shall be responsible for improving streets adjacent to the park site to City standards.
165.163. As an alternative to dedication and transfer of the public park to the North of the River Recreation and Park District, and subject to authority granted in state law, Developer may request the City consider alternative arrangements for the dedication and transfer of the public park, as authorized by state law, either to the City of Shafter or a combination of the City of Shafter and the North of the River Recreation and Park District. Such alternative arrangements shall be memorialized in an agreement approved by the City of Shafter and the North of the River Recreation and Park District, prior to acceptance of all improvements by the City of Shafter (except for the issuance of a certificate of occupancy for model

22 homes). Nothing contained herein shall obligate the City or the North of the River Recreation and Park District to accept such alternative dedication and transfer. 2005 GENERAL PLAN UPDATE MITIGATION
166.164. If a special-status species is observed during the development of the tract, then a focused species survey shall be completed. If a special-status species is found to be present during the survey, then appropriate mitigation measures shall be implemented in compliance with applicable state and federal law and guidance.
167.165. If human remains are encountered during the development of the tract, then no further disturbance shall occur until the Kern County Coroner has determined the origin and disposed of the remains.
168.166. Standard construction activities shall be limited to between 7 am and 7 pm Monday through Friday and no construction shall be allowed on weekends or holidays without prior authorization by the City.
169.167. If pile-driving activities occurs during the development of the tract, then such activity shall be limited to between 8 am and 4 pm Monday through Friday and no construction shall be allowed on weekends or holidays without prior authorization by the City.
170.168. If existing neighbors are located within 300 feet of the tract boundary, then 30-day notice is required prior to any pile-driving activities. 171.169. Signs shall be posted at the construction site that include permitted construction days and hours and a day and evening contact number.

MANAGEMENT REPORT

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: June 2, 2026
DEPARTMENT: Rachel Zermeno, Community Engagement Manager SUBJECT: FORMATION OF A PARK NAMING COMMITTEE AND

COMMUNITY CONTEST FOR NAMING OF THE COMMUNITY

PARK AT FRESNO AVENUE

RECOMMENDATION
Council find the action is not defined as a “project” per Section 15378(b)(5) of the CEQA Guidelines; approve the formation of a Park Naming Committee; appoint two Council Members to serve on the Park Naming Committee; authorize the participation of one Youth Member selected by each participating Council Member, and one community member selected by each participating Council Member; authorize staff to develop and conduct a community-wide park naming contest and establish contest guidelines with the committee, including both traditional and online submission methods; and direct staff to return to a future City Council meeting with the committee’s recommendations for final consideration and selection of the park name.

BACKGROUND
In May 2009, a committee was formed by the City Council, and a community contest was conducted for the naming of the Community Park located at Los Angeles Avenue and Schnaidt Street, now known as Veterans Park. Historically, the Council provided direction to establish a committee comprised of two Council Members, two Youth Council Members, and one community member selected by each Council Member, as well as to develop contest rules and guidelines.

For the Veterans Park name contest, the rules included a $100 prize for the winning entry and identified acceptable categories and types of park names for consideration.

Contest submissions were collected throughout the community at locations including Pappy’s Restaurant, General’s Headquarters, McDonald’s, Apple Market, Brookside Deli, Don Perico’s Restaurant, El Michoacano Restaurant, Hitchcock’s Automotive, Floyd’s, and Shell/Subway Station, as well as during the Kiwanis Harvest Festival held at Mannel Park. The process encouraged broad community participation and gave residents the opportunity to help name a major public facility.

As the City prepares to formally name the new community park in North Shafter off Fresno Avenue, Staff believes a similar community-driven process would be appropriate. While maintaining the historical framework established by the Council in

FORMATION OF A PARK NAMING COMMITTEE AND COMMUNITY CONTEST FOR NAMING OF

THE COMMUNITY PARK AT FRESNO AVENUE
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2009, Staff recommends modernizing the outreach and participation process to reflect current communication methods and increase accessibility for residents.

Staff is recommending the formation of a Park Naming Committee consisting of two Council Members, one Youth Member selected by each participating Council Member, and one community member selected by each participating Council Member. The committee would assist in developing contest guidelines, reviewing submissions, and providing recommendations to the City Council for final consideration.

In addition to traditional paper entry forms distributed throughout the community in the past, Staff proposes incorporating a digital outreach tool that includes online submissions through the City’s website or social media platforms to encourage greater public participation. Outreach efforts may also include schools, community organizations, recreation programs, local businesses, and community events.

The proposed contest would give residents the opportunity to submit park-naming recommendations that reflect the community's history, culture, values, and identity.

Following the submission period, the committee will review entries and provide recommended names to the City Council for final direction and selection.

FISCAL IMPACT
The proposed action is not anticipated to have a significant fiscal impact on the City’s General Fund. Staff time associated with coordinating the Park Naming Committee, conducting outreach, and administering the community naming contest would be absorbed within existing departmental budgets and staffing resources. Minor costs related to printing, promotional materials, and potential contest incentives may be incurred; however, such costs are expected to be minimal and accommodated within existing appropriations. Final park naming approval does not commit the City to any additional capital or operational expenditures at this time.

CEQA ANALYSIS
The action is not defined as a “project” per Section 15378(b)(5) of the CEQA Guidelines because the action is the approval of the formation of a park naming committee and approval of a park naming contest and therefore, it is organizational and administrative activity that will not result in direct or indirect physical changes to the environment and not subject to CEQA.

APPROVED BY THE CITY ATTORNEY
No

ATTACHMENTS

1. Veterans Park Naming Contest History 2009-2010

Veterans Park
Winners
Clem Kaiser
and
Juan Marquez

VETERANS

PARK NAMING

CONTEST

HISTORY
2009-2010

VETERANS

PARK NAMING

CONTEST

HISTORY
2009-2010
Contest Guidelines
Entry Form

MANAGEMENT REPORT

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: June 2, 2026
DEPARTMENT: Brian Knox, Assistant Chief of Police, Randy Milligan, Police Chief, Lance Lippincott, City Manager
SUBJECT: FLOCK FIRST RESPONDER SAFETY DRONE PURCHASE

RECOMMENDATION
Council find that the action is not defined as a “project” per Section 15378(b)(4) of the CEQA Guidelines; approve the implementation of the First Responder Drone Program utilizing Flock Safety drone technology; authorize the purchase of related equipment, software, and services; and authorize the City Manager, Chief of Police or the Assistant Chief of Police to execute all necessary agreements and documents related to the program.

BACKGROUND
The City is exploring the implementation of a First Responder Drone Program to enhance emergency response operations conducted by the Police Department. The proposed program would utilize unmanned aircraft systems (UAS), commonly referred to as drones, to assist first responders with situational awareness, emergency incident assessment, search and rescue operations, traffic collision investigations, hazardous material incidents, fire response, and other public safety activities. The program is intended to improve operational efficiency, enhance responder safety, and provide realtime information during emergency situations.

The proposed program would include the acquisition of drone equipment, software, training, and related operational procedures consistent with applicable Federal Aviation Administration (FAA) regulations and local policies governing UAS operations.

Deployment of drones would occur on an as-needed basis in response to emergency incidents and other authorized public safety functions. Staff anticipates that implementation of the program would improve coordination among emergency personnel and support timely decision-making during critical incidents.

Through a long evaluation process of First Responder Drone programs offered by several vendors, the Shafter Police Department has identified Flock Safety as the best fit for the needs of the city. The Flock DFR boasts the best camera for any drone first responder. The Flock DFR can read license plates from 2000 feet or 1/4 mile away, which can be immediately entered into the Flock License Plate Reader system.

FLOCK FIRST RESPONDER SAFETY DRONE PURCHASE
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This DFR has a 4-mile radius and can operate in low-light or no-light environments. The Flock DFR can travel 60 miles an hour and has a 55-minute flight time. This allows the drone to stay on scene for an average of 25 minutes. This DFR is equipped with a parachute in case the drone is involved in a collision. DFR's arrive ahead of responding police units and aid in the evaluation of the incident along with descriptions of involved persons and direction of travel for people and vehicles.

FISCAL IMPACT
Implementation of the First Responder Drone Program will require funding for the acquisition of Flock Safety drone equipment, software subscriptions, docking stations, training, maintenance, and related operational costs. Ongoing operational costs will be incorporated into future departmental budget requests as necessary. First Responder Drones are offered on a subscription basis with yearly fees. The Flock Safety DFR costs $50,000 per year with a five (5) year agreement. The total cost of the program would be $250,000.00 spread across the five-year period, which will be paid from existing funds in the Public Safety Impact Fee account. The general fund of the city will not be impacted.

CEQA ANALYSIS
The action is not defined as a “project” per Section 15378(b)(4) of the CEQA Guidelines because the action is the purchase of a safety drone and therefore, it is the creation of a governmental funding mechanism or other fiscal activity that does not involve any commitment to a specific project that can result in a potentially significant impact and not subject to CEQA.

APPROVED BY THE CITY ATTORNEY
Not Applicable

ATTACHMENTS

1. FLOCK DFR

Flock Safety + CA - Shafter PD
______________
Flock Group Inc.
1170 Howell Mill Rd, Suite 210
Atlanta, GA 30318
______________
MAIN CONTACT:

Kari Hansen
[email protected]
949-384-9399
Quote Number: Q-204726
Expiration Date: 06/13/2026
Docusign Envelope ID: 27D08496-746C-81F1-8388-B1336802E15F

ORDER FORM
This order form (“Order Form”) hereby incorporates and includes the terms of the previously executed agreement (the “Terms”) which describe and set forth the general legal terms governing the relationship (collectively, the "Agreement" ). The Terms contain, among other things, warranty disclaimers, liability limitations and use limitations.

This additional services Agreement will be effective when this Order Form is executed by both Parties (the “Effective Date”) Customer: CA - Shafter PD Initial Term: 60 Months
Legal Entity Name: CA - Shafter PD Renewal Term: 36 Months Accounts Payable Email: [email protected] Payment Terms: Net 30 Address:
201 Central Valley Hwy Shafter,
California 93263
Billing Frequency:

Retention Period:

Annual Plan - First Year Invoiced at Signing. 30
Days
Hardware and Software Products
Recurring amounts over subscription term
Flock Safety Drone Hardware and Services
Flock DFR - M4TD + Dock 3 Included 1 Included
Flock911 for Aerodome Included 1 Included
Professional Services and One Time Purchases
Item Cost Quantity Total
One Time Fees
Subtotal Year 1: $50,000.00
Annual Recurring Subtotal: $50,000.00
Estimated Tax: $0.00
Contract Total: $250,000.00
Item Cost Quantity Total
Flock Safety Platform $50,000.00

Taxes shown above are provided as an estimate. Actual taxes are the responsibility of the Customer. This Agreement will automatically renew for successive renewal terms of the greater of one year or the length set forth on the Order Form (each, a “Renewal Term”) unless either Party gives the other Party notice of non-renewal at least thirty (30) days prior to the end of the then-current term.

The Term for Flock Hardware shall commence upon first installation and validation, except that the Term for any Flock Hardware that requires selfinstallation shall commence upon execution of the Agreement. In the event a Customer purchases more than one type of Flock Hardware, the earliest Term start date shall control. In the event a Customer purchases software only, the Term shall commence upon execution of the Agreement.

If Customer is located in any of the state(s) listed at https://www.flocksafety.com/legal/state-required-provisions, the applicable state-required terms set forth therein are incorporated into the Agreement.

Billing Schedule
Billing Schedule Amount (USD)
Year 1
At Contract Signing $50,000.00
Annual Recurring after Year 1 $50,000.00
Contract Total $250,000.00
*Tax not included
Discounts
Discounts Applied Amount (USD)
Flock Safety Platform $0.00
Flock Safety Add-ons $0.00
Flock Safety Professional Services $0.00

Product and Services Description
Flock Safety Platform Items Product Description
Flock DFR - M4TD + Dock 3
Drone as First Responder (DFR) 2.0 system, including hardware, software, and services. Hardware includes M4D series drone, camera, batteries, and contact-charging Dock 3. Software includes remote piloting, air traffic awareness, spectator view, mobile app, flight logging, mission reporting, and community engagement dashboard. Services include FAA regulatory services, SOP development, training, and ongoing support.

Flock911 for Aerodome
Flock911 enables users to access live 911 calls directly within the FlockOS™ software, delivering real-time situational context that ensures faster, safer, and more efficient responses to calls for service.

FlockOS Features & Description
FlockOS Features Description

PRODUCT ADDENDUM
UNMANNED AIR SUPPORT AS A SERVICE (UASaaS) PROGRAM FOR DRONE RESPONSE SERVICES WHEREAS, Customer has determined that it is in the interests of public safety for it to have the ability to utilize unmanned drones during crisis incidents, public emergencies, and in certain public safety operations, to the extent permitted by law;
WHEREAS, Flock is in the business of providing unmanned drone services (the unmanned drone services shall be considered part of the “Flock Services”) and Flock Hardware; NOW, THEREFORE, for good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, Customer and Flock agree as follows:

1. UNMANNED AIR SUPPORT GENERAL TERMS OF DELIVERY

1.1 Flock Services and Hardware. Flock shall provide access to Customer the Flock Services and related Flock Hardware (the “Flock Hardware”) listed on the Order Form upon the terms and conditions set forth in the Agreement. Flock maintains ownership of all the Flock Hardware. Each year, as specified in the Order Form, the Customer will be provided with a designated number of batteries. Customer may place an order for additional Flock Hardware (e.g., batteries prior to 500 complete charging cycles, hardware damaged due to Customer’s error, additional spares, etc.) at Flock’s then current list price, which will be made available to Customer upon request.

1.2 FAA Regulatory Waivers. Flock will assist Customer in acquiring any required Federal Aviation Administration (“FAA”) regulatory waivers.

1.3 Delivery. Flock shall make the Flock Hardware available to Customer at Customer’s delivery address set forth in the Order Form (“Delivery Point”). If for any reason Customer fails to accept delivery of the Flock Hardware by the date fixed pursuant to Flock's notice stating that the Flock Hardware is available at the Delivery Point: (i) Customer shall bear the risk of loss to the Flock Hardware; (ii) the Flock Hardware shall be deemed to have been delivered; and (iii) Flock, at its option, may store the Flock Hardware until collected by Customer, whereupon Customer shall be liable for all related costs and expenses (including, without limitation, storage and insurance). Once the Flock Hardware is made available as the Delivery Point, Customer is responsible for any resulting use of the Flock Hardware by all Authorized Users and all third-parties who may gain access to the same.

1.4 Pilot Services. Upon Customer’s request, Flock will make available an employee or independent contractor pilot (each a “Pilot”) to Customer for purposes of operating the Flock Hardware (hereafter the “Pilot Services”) at the pricing set forth in the Order Form. The Pilot Services shall be considered part of the Flock Services. When operating the Flock Hardware, the Pilot shall comply with the reasonable requests of Customer. Such Pilot Services may be used for up to forty (40) hours per week during the Term. Customer’s use of the Pilot Services shall not alleviate any of Customer’s obligations set forth herein. Customer shall provide Pilots with a safe working environment when on Customer’s premises.

2. LOSS AND DAMAGE OF FLOCK HARDWARE

2.1 Customer assumes and shall bear the entire risk of loss, damage to, theft or destruction of, all Flock Hardware. LOSS OR DAMAGE TO THE FLOCK HARDWARE, OR ANY PART OF IT, SHALL NOT RELIEVE CUSTOMER OF ANY OBLIGATION UNDER THE AGREEMENT. Customer’s obligations with respect to this Section shall commence upon delivery of the Flock Hardware.

2.2 Customer agrees to immediately notify Flock of any accident or event of loss or damage involving the Flock Hardware. The notification shall include any information as may be pertinent to Flock's investigation of such accident, loss, or damage, or which Flock may reasonably require.

3. FEES. The Order Form dictates the Flock Hardware, software, personnel, and Flock Services and the entire Flock Services corresponding fees. Customer shall pay the Fees as described on the Order Form.

4. TERM. The term of this Agreement commences on the Effective Date of this Agreement and continues until terminated as provided under this Agreement (the “Term”). Each Order Form shall commence and expire and/or terminate according to the terms set forth in such Order Form. On expiration or termination of the Agreement, all licenses provided hereunder by Flock shall immediately expire.

5. FLOCK DRONE IP. Customer Data does not include, and Flock Drone IP (defined herein) expressly includes, any data to the extent processed by, resulting as an output of, or based on the usage of, the Flock Services, Flock Hardware, including, without limitation, data collected by Flock’s radar and radio frequency sensors. Such Flock Drone IP shall be Flock’s Confidential Information. Flock shall own all rights to (i) any data input into the Flock Services, Flock Hardware by or on behalf of Flock (not including any Customer Data) and (ii) any aggregated and anonymized data extracted or derived from the Flock Services, or use of the Flock Hardware, including all aggregated and anonymized usage data, statistical data, transactional data, metadata, market data, flight logs and flight history, telemetry data and logs, fleet information including drone serial numbers and models, connected device information including radar data concerning the surrounding airspace, and other aggregated and anonymized data collected from user data and files (collectively, “Flock Drone IP”). Without limiting the generality of the foregoing, Flock reserves the right to create and market public indexes, analysis or insights created from such data. Customer agrees that it will not share, sell, transfer, or make available any Flock Drone IP to any third party without the prior express written consent of Flock.

6. “NDAA COMPLIANCE GUARANTEE. In the event of a federal or state law, regulation, or enforceable governmental order (“Legal Prohibition”) that prohibits the use, operation, or procurement of drones manufactured by DJI or any other Chinese-made drone manufacturers (“Restricted Drones”), Flock will provide replacement drones that are fully compliant with the National Defense Authorization Act (“NDAA Compliant Drones”). Upon confirmation of a Legal Prohibition affecting Customer’s use of Restricted Drones, Flock shall replace all Restricted Drones that are part of the Customer’s Flock Services and subject to Legal Prohibition with NDAA Compliant Drones of comparable functionality and specifications. The replacement process shall commence within a commercially reasonable time of the effective date of the Legal Prohibition and be completed within a commercially reasonable timeframe. The replacement shall be provided at no additional cost to Customer.” SCHEDULE A

SERVICES
Flock makes no warranties regarding the efficacy of the training detailed below.

1. AIRWORTHINESS TRAINING
Flock will make commercially reasonable efforts to provide training for the Customer to maintain the airworthiness of its drones, including compliance-related trainings.

Customer shall be responsible for ensuring that all crew, including pilot in command, visual observer, sensor or payload operator, or other persons necessary for the safe operation of the flight have the qualifications, experience, licenses, and certificates required by applicable FAA regulations and that all have the necessary skill required to perform their duties.

After completion of training, Customer will be responsible for maintaining the airworthiness of drones to which

Customer is responsible and the ensuring that the respective operations are in line with all applicable laws and regulations.

The training will be conducted via both online and in-person methods, as agreed upon by both parties. The frequency and duration of training will be mutually decided and scheduled to the convenience of the Customer.

2. FLIGHT TRAINING
Flock will assist the Customer in obtaining FAA BVLOS waivers and train the Customer on compliance matters related to such waivers. Flock will start with one deployment location at a time, and work up to the agreed upon number of deployment locations for all UAS. As part of the BVLOS process, Flock will provide training materials to the Customer to certify all employees of the Customers selected as Visual Observers (“VOs”) to help aid in BVLOS operations.

Flock will provide training to officers on how to utilize the Flock IP. This will consist of:
● Showing how to access Flock on their respective internet devices ● Showing how to view a live stream through the application ● Showing how to control the drone using the application ● Showing how to report problems if they come across them on the application The training will be conducted via both online and in-person methods, as agreed upon by both parties. The frequency and duration of training will be mutually decided and scheduled to the convenience of the Customer.

3. FLOCK HARDWARE TRAINING
There will also be training for the Customer to use the Flock Hardware. This training will consist of:
● Discussing maintenance list for the drone, and how to maintain airworthiness ● Teaching how to fly the drone autonomously using the Flock IP ● Teaching how to fly the drone manually using the remote controller The training will be conducted via both online and in-person methods, as agreed upon by both parties. The frequency and duration of training will be mutually decided and scheduled to the convenience of the Customer.

4. DEPLOYMENT SUPPORT
Flock will teach the Customer how to dispatch the Flock Hardware using the software for 911 calls.

Only personnel authorized by Customer may have access to the livestream from the drone. They will also be taught on how to use Flock’s software to view said stream on any internet-connected device.

Authorized personnel may have access to the Flock IP, which can convey the current status of the drone, and how to tell the drone to conduct additional maneuvers if needed.

All operations must be conducted by a Pilot in Command (“PIC”), who is an FAA-certified pilot. Customer will provide the PICs needed to sustain this program.

Flock will assist in drafting a Standard Operating Procedure (“SOP”) as well as department policies regarding access, deployments, privacy, and community engagement.

Flock will ensure correct implementation of each Flock station and its included Flock Hardware which may or may not include the aircraft, on-prem servers, charging dock installations, radars, and more.

SCHEDULE B

SPECIFICATIONS
Customer must abide by the following standards:

Operational:
● Per FAA regulations, and without the necessary waiver, a minimum of one pilot is required to operate each drone.
● Work with Flock to get BVLOS waivers for the city to fully use Flock’s product and services. ● Train members of the city to be VOs so that the Customer can have FAA-compliant and safe BVLOS operations (Flock will provide training material if needed). ● If Customer wants to connect Flock’s software to their Computer Aided Dispatch (“CAD”) system, Customer will provide access to said CAD system at no cost to Flock to location information and other pertinent information about calls-for-service as they are placed. ● Flock will provide their Flock software interface to command the Flock Hardware. Customer must independently access and store any personal information about calls-for-services other than their location and the type of response (police, fire, or EMS) they prompted.

Customer shall be responsible to integrate with CAD software to pull location information and call type information of every call-for-service that the Customer decides the drone should be deployed to, so long as there are no monetary charges to Flock for said integration.

MANAGEMENT REPORT

CITY OF SHAFTER

CITY COUNCIL REPORT
MEETING DATE: June 2, 2026
DEPARTMENT: Michael James, Assistant City Manager
SUBJECT: APPROVE PHASE 1 IMPROVEMENTS AT FUTURE TRANSIT FACILITY (1351 EAST ASH AVENUE)

RECOMMENDATION
Council find that the proposed action is exempt from the California Environmental Quality Act; approve a budget appropriation in the amount of $200,000 from the General Fund for site mitigation and initial facility improvements at 1351 East Ash Avenue; authorize the establishment of a new Capital Improvement Program (CIP) project for Phase 1 site improvements; and authorize the City Manager or designee to award professional service and construction contracts for site mitigation work within the approved budget, subject to compliance with the City’s informal procurement procedures;

BACKGROUND
On March 3, 2026, the City Council authorized the purchase of the property located at 1351 East Ash Avenue in Shafter for future City operational and transit-related uses.

The City has since successfully closed escrow on the acquisition of the property on May 4, 2026, with a final acquisition cost of approximately $1,904,982, including escrow and transactional costs.

Prior to the acquisition, City staff conducted preliminary inspections and site reviews that identified a number of deficiencies and deferred maintenance issues at the property. These findings were later confirmed through a third-party building inspection commissioned by the City. The inspection identified several conditions requiring corrective action, including roof leaks, water intrusion, mold remediation, HVAC servicing, plumbing and electrical deficiencies, and general site cleanup. The identified deficiencies and anticipated remediation and improvement costs were considered during negotiations and factored into the final negotiated purchase price for the parcel.

A site mitigation budget of $200,000 would help fund priority improvements, primarily to prepare the office space for occupancy by Dial-a-Ride transit drivers and other City staff as early as summer 2026. The proposed first phase of mitigation work would include site remediation and cleanup activities, minor roof and building repairs, HVAC servicing, plumbing and electrical repairs, safety-related improvements, and other work necessary to support occupancy and day-to-day operations within the office area.

APPROVE PHASE 1 IMPROVEMENTS AT FUTURE TRANSIT FACILITY (1351 EAST ASH

AVENUE)
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To facilitate the timely completion of the mitigation work, staff is also requesting authorization for the City Manager or designee to award professional service and construction contracts within the approved project budget, subject to procurement in compliance with the City’s informal procurement procedures. Additionally, to proceed, this project should be added to the Capital Improvement Program (CIP).

FISCAL IMPACT
Staff is requesting authorization of a $200,000 site mitigation budget to initiate the first phase of improvements necessary to prepare portions of the facility for occupancy and operational readiness. The proposed work would initially be funded through an allocation from the General Fund, with reimbursement anticipated through recurring transit-related grant funding sources as eligible expenditures are identified and reimbursed.

CEQA ANALYSIS
The proposed project is categorically exempt from the California Environmental Quality Act (CEQA) pursuant to Sections 15301 (Existing Facilities) and 15302 (Replacement or Reconstruction) of the CEQA Guidelines because it consists of repair, minor alteration, and operations of public structures and facilities involving negligible or no expansion of existing or former use as well as the placement and reconstruction of existing structures and facilities where the new structures will be located on the same site as the structure replaced and will have substantially the same purpose and capacity as the structure replaced.

APPROVED BY THE CITY ATTORNEY
Not Applicable

ATTACHMENTS

1. Inspection Report for 1351 East Ash Avenue

Beasley Inspection Services
Inspector: Raymond Beasley, Beasley Inspection Services Cover Page

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Table Of Contents
Table Of Contents
Report Summary 3-20
Health & Safety 21-22
Inspection Details 23-24
Grounds 25-29
Exterior Areas 30-36
Roof 37-39
Attic 40
Attic Ventilation and Insulation 41
Electrical 42-48
Structure 49
Foundation 50
HVAC System testing 51-53
Heat/AC Data/Information 54-57
Plumbing 58
Main Gas meter 59
Water Heater 60-61
Parking 62
Offices 63-67
Lobby 68
Kitchen 69-70
Restrooms 71-73
Doors, Windows and Interior 74
Walls/Ceilings/Lighting/Flooring 75

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Warehouse 1 76-80
Warehouse 2 81-85
Mold results 86
Mold Inspection report 87-93
Lab results 94-95
Glossary 96

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Report Summary
Report Summary
The summary below consists of potentially significant findings. These findings can be a safety hazard, a deficiency requiring a major expense to correct or items I would like to draw extra attention to. The summary is not a complete listing of all the findings in the report, and reflects the opinion of the inspector. Please review all pages of the report as the summary alone does not explain all of the issues. All repairs should be done by a licensed & bonded tradesman or qualified professional. I recommend obtaining a copy of all receipts, warranties and permits for the work done.

Health & Safety

Items needing immediate
repairs/replacement
• Manufacturing hazmat cleanup and recycling of
the products or disposal, testing is still
recommended before removing your purchase
contingencies.
• Review the MOLD REPORT, LAB FINDINGS &
Get a full remediation consultant with bids to
complete the repairs before closing escrow.

Grounds

Entry gate
• No power/ Gate will not operate and is stuck in
place. Repair to function

Surface Material
• Tripping hazards noted around the property,
clean and repair for smooth surfaces.

Storage lot
• Back lot contains unknown, multiple types and
possible hazardous storage from the
manufacturing of the wall product
Massive stored unknown manufacturing materials and chemicals between the two warehouses

Trash bin storage area
• Hazardous materials stored inside the trash bin
location

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Hazardous materials stored inside the trash bin location

Oil drum storage area
• Drums are filled with hazardous waste

Grounds Electrical
• Junction Box Covers missing or damaged;
install cover for safety.

Exterior Electrical
• Weatherproof outlets—Exterior outlet / switch
cover(s) not waterproof. Have certified
electrician evaluate and repair as necessary.

Exterior Areas

Siding Condition
• Further specialized Eifs inspection is
recommended prior to removing your
contingencies on the purchase.
• The reason for the need of specialized testing
and inspections is: A building could look perfect
from the outside while moisture is slowly
damaging the structure underneath.

Long-term moisture issues can lead to:
*Mold and mildew
*Soft or rotting wall sheathing
*Damaged framing
*Interior leaks
*Expensive repairs that grow over time

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Further specialized Eifs inspection is
recommended prior to removing your
contingencies on the purchase.

Multiple horizontal cracks in wall surface
Large vertical wall cracks below windows Soiled/Stained and discolored wall surfaces in multiple locations

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

EAST WALL_ Both large and small cracks in ALL
directions
Soiled/Stained and discolored wall surfaces in
multiple locations
Soiled/Stained, discolored and cracks in wall surfaces in multiple locations

Storage room
• Small drum of unknown oil substance stored
inside the back east side storage room behind
the office.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Small drum of unknown oil substance stored inside the back east side storage room behind the office.

Roof

Flashing
• Recommend review by a licensed roofer for
repair or replacement as necessary.
• Main vent pipes and flashing leaks, also
appears the kitchen hood vent flue terminations
leaks in water.
• Flashings AND rubber boots are leaking and
compromised
Recommend review by a licensed roofer for repair or replacement as necessary.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Gutters & Drains observations
• Water leaks between wall /gutter and top roof
(North) Active water leaks into the Warehouse
building # 1 and down the interior wall causing
all the MOLD damage, the water also leaks into
the attached office building. The water leaking
into the office building leaks into concealed
spaces, walls, and down through the interior of
the building in multiple areas. This has also
caused a huge MOLD issue inside the main
office building.
• The roof drainage systems are built into the
parapet walls, no access unless the walls are
disassembled. A majority of the roof drainage
systems are filled with dirt and weeds over the
years.

Electrical

Interior electrical observations
• Random damaged interior wall outlets
• Damaged wall outlet unsafe:
• Loose or damaged wall outlets
Random damaged interior wall outlets Random damaged interior wall outlets

Missing Covers
• Multiple missing covers plates on the interior
office, exterior of the buildings and the
warehouses.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Multiple missing covers plates on the interior office, exterior of the buildings and the warehouses.

HVAC System testing

Air Return / Supply
• Cleaning air ducts in near future would be
helpful and beneficial to a healthy air duct
system.

Filters
• Furnace filter dirty. Needs replacement.

Thermostats
• Lab room thermostat is corroded- replacement
is needed
Lab room thermostat is corroded- replacement is needed

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Heat/AC Data/Information

Heater Information and data
Low heat - Larger unit concerns

Air Return / Supply
• Mice & rat DROPPINGS noted inside the larger
unit
• Professional air duct cleaning and sanitizing is
required on ALL units ALL rooms due to the
amount of toxic mold inside the buildings.

Air ducts need cleaning
Main Gas meter

Gas meter location and condition
• Active gas leaks noted - Safety issues

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Active gas leaks noted - Safety issues
Water Heater

Plumbing
• Rusted and corroded lines
Rusted and corroded lines
Offices

Interior view
• Moisture and mold issues
• Moisture stains noted in the front office from
roof leaks
• Flooring:> Water stains and damages noted

Flooring
• Major stains on the interior of the building from
all the roof leaks, water leaking between walls
and into the building. There was so much water
leaking inside the building a residue was left on
the direction the water flowed towards the
interior surface floor drains.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Major stains on the interior of the building from all
the roof leaks, water leaking between walls and
into the building. There was so much water
leaking inside the building a residue was left on
the direction the water flowed towards the interior
surface floor drains.

Open hallway old water trails from roof leaks and
water leaking inside between walls and down
flooring

Cabinets
• Water and mold damaged kitchen / break room
cabinets

Doors & Windows
• Exit door at the front LAB office ( See door
hinge issues ) due to the door slamming closed.
• Locked office entry/exit door, door was unable
to operate
Exit door at the front LAB office ( See door hinge issues ) due to the door slamming closed.

Walls/Ceiling Condition
• Major roof leaks causing interior ceiling
damage in multiple locations and multiple
rooms.
• Major water leaking into the LAB office ceilings
from roof leaks.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Major roof leaks causing interior ceiling damage
in multiple locations and multiple rooms.

Major MOLD build up on interior walls
Other areas of water damaged ceiling tiles Hidden water damage inside walls of the hallways

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Major water leaking into the LAB office ceilings from roof leaks.

Smoke & Carbon Detectors
• Old detectors. Smoke detectors last 6-10 years.

Recommend replacing.
• **CARBON MONOXIDE DETECTORS**
• SAFETY INFO: Carbon Monoxide (CO) is a
lethal gas--invisible,tasteless, odorless--
produced in normal amounts whenever you use
an appliance which burns a combustible fuel--
gas, oil, kerosene, charcoal, and wood. When
proper ventilation becomes blocked or
inadequate, CO concentrations build up inside
your home and become deadly.
• CO detector did not operate when tested.

Kitchen

Kitchen interior observations
• Major water leaking inside and above the hood
vent from the roof, the water is significant
enough to cause mold damage and internal
cabinet rot.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Disposal seized Major water leaking inside and above the hood vent from the roof, the water is significant enough
to cause mold damage and internal cabinet rot.

Hidden kitchen ceiling water damage - further review to determine the amount of water damage and possible MOLD
Restrooms

Restroom Interior Observations
• Restroom repairs to bring them back to
serviceable conditions estimated costs $ 2,000-
3,000
• Toilets: Women's toilet not working and leaks
water
• Sinks: Mens & Womens restroom has some
sinks with no water pressure

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Mens restroom left sink has not water pressure Toilets: Men's toilet not working and leaks water Sinks: 1. Women's restroom left sink has not water pressure Walls/Ceilings/Lighting/Flooring

Observations
• Interior MOLD was observed and a full MOLD
report by other was conducted and provided in a
sole and separate report.
• Interior walls: All effected areas of the rooms
with water damage or MOLDY drywall needs
remediation, See the sole and separate report.

Estimated cost $ 49,000- 61,000

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Warehouse 1

Warehouse 1 Observations
• Roof leaking into the building causing "MOLD"
damage, You'll also want to review the MOLD
report and finding on remediation costs. As far
as the roof and gutter systems> The entire
system of the roof drainage system will need to
be removed and re-designed and then install a
leak free roof and gutter system. Estimated Cost
$ 36,000
• Welded brackets and bolting is questionable
and maybe unsafe
• Major interior MOLD inside walls of the
warehouse #1 as water is actively leaks from
roof and into the inside of the building and down
the walls.
• The entire wall should be removed along with
the roof and adjacent building repaired
Estimated $ 40,000 Just for drywall and roof
repair.

Roof at parapet wall / Gutters clogged and weeds
growing out from gutters
Roof system and gutters

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Warehouse parapet wall cap flashing missing
and damaged, water leaking in this area for a
very long time.

Structure and bolting issues noted inside
warehouse # 1 upper north beam
Major interior MOLD inside walls of the
warehouse #1 as water is actively leaks from roof
and into the inside of the building and down the
walls.

The entire wall should be removed along with the
roof and adjacent building repaired

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Roll-up doors will NOT open or operate manually Roll-up doors will NOT open or operate manually Warehouse 2

Warehouse 2 Observations
• Water line: Eastside main copper water into the
building is capped do to over head line being cut
and leaking over the past equipment.
• Hazmat clean-up: Market price but ballpark $
30,000-60,000
• Storage of unknown manufacturing supplies
and spools of unknown paper or fiber like
materials inside
Restroom interior - Systems were operated but
water flow was marginal
Restroom Lighting inoperable

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Storage of unknown manufacturing supplies and spools of unknown paper or fiber like materials inside

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Health & Safety

1. Items needing immediate repairs/replacement
Observations:
• The interior of the building is NOT safe for human occupancy, daily work or functions at this time. • Manufacturing hazmat cleanup and recycling of the products or disposal, testing is still recommended before removing your purchase contingencies. • Review the MOLD REPORT, LAB FINDINGS & Get a full remediation consultant with bids to complete the repairs before closing escrow.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

We appreciate the opportunity to conduct this inspection for you! Please carefully read your entire Inspection Report. Call us after you have reviewed your report, so we can go over any questions you may have. Remember, when the inspection is completed and the report is delivered, we are still available to you for any questions you may have, throughout the entire closing process.

Properties being inspected do not "Pass" or "Fail.” - The following report is based on an inspection of the visible portion of the structure; inspection may be limited by vegetation and possessions.

Depending upon the age of the property, some items like GFCI outlets may not be installed; this report will focus on safety and function, not current code. This report identifies specific non-code, non-cosmetic concerns that the inspector feels may need further investigation or repair.

For your safety and liability purposes, we recommend that licensed contractors evaluate and repair any critical concerns and defects. Note that this report is a snapshot in time. We recommend that you or your representative carry out a final walk-through inspection immediately before closing to check the condition of the property, using this report as a guide.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Inspection Details

1. Exterior views
Observations:
• Views from different areas around the building
• Mechanical, Electrical and Gas supply into the building on the N/W front exterior corner Mechanical, Electrical and Gas supply into the building on the N/W front exterior corner

2. Attendance
In Attendance:
• Client present
• Mold inspector

3. Occupancy
Occupancy: Vacant & Abandon facility

4. Inspection agreement
Observations:
• Signed and completed by buyer

5. Warehouse with offices
Observations:
• Two large manufacturing warehouses with an attached 3000 Sq.ft. office / administration building

Inspection Details (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Front aerial view

6. Commercial type & use
Materials: Age: 20+ years • Square Footage: Approx 3,000 plus Materials: The abandon manufacturing facility was left with unknown and multiple tons of possible hazardous material to clean-up and dispose of. Estimated clean-up could be in 100'S OF 1,000's of dollars.

Observations:
• Front view of the main admin office building
Front view of the main admin office building

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Grounds

1. Entry gate
Observations:
• No power/ Gate will not operate and is stuck in place. Repair to function No power/ Gate will not operate and is stuck in place.

2. Lot fencing
Front wrought Iron fencing

3. Surface Material
Materials: Concrete
Observations:
• Minor settling cracks this is normal with age.
• Tripping hazards noted around the property, clean and repair for smooth surfaces.

4. Surface Drains
Observations:
• None

Grounds (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

5. Drainage ponds
Observations:
• Large drainage sump areas and or ponds to hold surface water • Natrual ground absorbtion
Aerial view of the pond in the back S/W section of the property

6. Storage lot
Materials: Dirt • Part concrete surface
Observations:
• Back lot contains unknown, multiple types and possible hazardous storage from the manufacturing of the wall product
Aerial view behind the warehouse Aerial view EAST side back lot

Grounds (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Aerial lot view WEST side Aerial view behind warehouse # 2 Aerial view WEST lot Massive stored unknown manufacturing materials and chemicals between the two warehouses

Grounds (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Pole upright lighting not working Exterior view

7. Trash bin storage area
Observations:
• Free standing bin - location not defined
• Hazardous materials stored inside the trash bin location Hazardous materials stored inside the trash bin
location

8. Oil drum storage area
Observations:
• Drum area has no spillage containment or entrapment in case of leaks • Drums are filled with hazardous waste

9. Grounds Electrical
Observations:
• Junction Box Covers missing or damaged; install cover for safety.

Grounds (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

10. Exterior Electrical
Observations:
• Weatherproof outlets—Exterior outlet / switch cover(s) not waterproof. Have certified electrician evaluate and repair as necessary.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Exterior Areas

1. Doors
Observations:
• Solid glass metal framed commercial grade doors

2. Window Condition
Observations:
• Components appeared in satisfactory condition at time of inspection. • Solid or fixed pane solid window glass

3. Siding Condition
Materials: Visual observations all align to the siding is a EIFS - type stucco • EIFS is synthetic. This means it does not breathe the same way traditional stucco does. If water gets behind EIFS and cannot escape, the wall underneath may rot or develop mold. These problems are not always visible from the outside, which is why EIFS inspections are so important.

Observations:
• Hole drilled in EAST exterior wall ( Cable pass through ) • Where EIFS Is Commonly Used on Homes and Buildings
EIFS is typically used on:
*Exterior house walls
*Commercial building facades
*Decorative trim and architectural accents
*Areas where builders want a light, flexible exterior materi • Soiled/Stained and discolored wall surfaces in multiple locations • Further specialized Eifs inspection is recommended prior to removing your contingencies on the purchase.
• The reason for the need of specialized testing and inspections is: A building could look perfect from the outside while moisture is slowly damaging the structure underneath.

Long-term moisture issues can lead to:
*Mold and mildew
*Soft or rotting wall sheathing
*Damaged framing
*Interior leaks
*Expensive repairs that grow over time

Exterior Areas (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Soiled/Stained and discolored wall surfaces in
multiple locations
Further specialized Eifs inspection is
recommended prior to removing your
contingencies on the purchase.

Multiple horizontal cracks in wall surface Large vertical wall cracks below windows

Exterior Areas (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Large vertical wall cracks Soiled/Stained and discolored wall surfaces in multiple locations
Wall cracks above windows EAST WALL_ Both large and small cracks in ALL directions

Exterior Areas (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Hole drilled in EAST exterior wall ( Cable pass
through )
Visual point on the exterior wall cladding
Soiled/Stained and discolored wall surfaces in
multiple locations
Upper wall behind the office building roof

Exterior Areas (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Soiled/Stained, discolored and cracks in wall surfaces in multiple locations

4. Eaves & Fascia/ Observations
Observations:
• Foam backed Eifs Stucco application > Decorative trim and architectural accents used.

Foam backed Eifs Stucco application >
Decorative trim and architectural accents used.

Foam backed Eifs Stucco application >
Decorative trim and architectural accents used.

Exterior Areas (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Foam backed Eifs Stucco application >
Decorative trim and architectural accents used.

5. Building Structure
Observations:
• Wood/Steel framed structure

6. Rear view
Observations:
• Rear EAST view between the back of the main office building

Exterior Areas (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

7. Storage room
Observations:
• Small drum of unknown oil substance stored inside the back east side storage room behind the office.

Small drum of unknown oil substance stored inside the back east side storage room behind the office.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Roof

1. Roof Covering
Roof Covering Material: Standing seam aluminum
Roof Type: Flat with parapet
Observations:
• The metal seam roof surface is weathered, metal screw fasteners are rusted and maybe NOT be zinc coated type, some sealing washers are damaged, old and worn off.

Office roof top view Main office roof view of the parapet wall and concealed gutter systems
The metal seam roof surface is weathered, metal screw fasteners are rusted and maybe NOT be zinc coated type, some sealing washers are damaged, old and worn off.

2. Slopes
Observations:
• The roof slopes to the NORTH which allows the water to drain into the hidden drains behind the parapet walls.

Roof (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Front sheet metal cap tiles

3. Flashing
Observations:
• Recommend review by a licensed roofer for repair or replacement as necessary.
• Main vent pipes and flashing leaks, also appears the kitchen hood vent flue terminations leaks in water.
• Flashings AND rubber boots are leaking and compromised Recommend review by a licensed roofer for repair or replacement as necessary.

Roof (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

4. Vent Caps

5. Gutters & Drains observations
Observations:
• Water leaks between wall /gutter and top roof (North) Active water leaks into the Warehouse building # 1 and down the interior wall causing all the MOLD damage, the water also leaks into the attached office building. The water leaking into the office building leaks into concealed spaces, walls, and down through the interior of the building in multiple areas. This has also caused a huge MOLD issue inside the main office building.
• The roof drainage systems are built into the parapet walls, no access unless the walls are disassembled. A majority of the roof drainage systems are filled with dirt and weeds over the years.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Attic

1. Insulation
Observations:
• Above the drop ceilings approx. 10 in. Fiberglas batts

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Attic Ventilation and Insulation

1. Ventilation of attic
Observations:
• None

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Electrical

1. Electrical transformer
Main utility transformer

2. Interior electrical observations
Materials: Standard on/off switches • Timers
Materials: Three prong outlet • G.F.C.I.'S installed and properly working and trip test was satisfactory
Observations:
• Random damaged interior wall outlets
• Damaged wall outlet unsafe:
• Loose or damaged wall outlets
Random damaged interior wall outlets Random damaged interior wall outlets

Electrical (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

3. Building Illumination
Materials: Non-permitted electrical hazards •
************************************************************************** • Lights inoperable • Low voltage yard lights not inspected tested or evaluated as these types of systems are above and beyond the inspections standards.

Materials: Exterior grounds electrical hazards • Exterior outlets require weather protective cover plates: install missing cover at any and all exterior outlets.

4. Security system & Cameras
Observations:
• Systems not evaluated ( if equipped)

5. Amperage Rating
Observations:
• 800 amp

6. Grounding
Observations:
• Driven Rod

7. Missing Covers
Observations:
• Multiple missing covers plates on the interior office, exterior of the buildings and the warehouses.

Multiple missing covers plates on the interior
office, exterior of the buildings and the
warehouses.

Multiple missing covers plates on the interior
office, exterior of the buildings and the
warehouses.

8. Open Splices
Observations:
• See warehouse electrical for further issues

Electrical (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

9. Main Electrical Panel
Location: Main Location: Rear wall
Location: Sub Panel Location: Exterior front building and Warehouse # 2 Observations:
• 800 AMP / 480Y/277V 3PH 4W System
Main building dead front switch box Main switch box disconnects 800 AMP / 480Y/277V 3PH 4W System

Electrical (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Main breakers and disconnects Main breakers and disconnects

10. Cable Feeds
Observations:
• There is an underground service lateral noted.

Electrical (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

3ph Dry type transformer

11. Breakers
Materials: Copper non-metallic sheathed cable noted.

Observations:
• Breakers in the "OFF position were not flipped to the "ON" position in fear of electrical safety hazards and the amount of unknown and exposed open wires, circuits and conduit.

12. Sub Panel
Observations:
• type: Rated 250 Amps 208Y/120 3PH 4 WIRE Panel A ( 120V 208V 3 ph ) Panel D: 480 volts Panel D1: 120/208V
Sub panel A Panel A

Electrical (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Panel A Marked breakers 200 Amps 208Y/120 3PH 4 WIRE
Panel D Feed from transformer 480 V/277
D1 Marked locations Pandel D1 120/208 V 3ph

Electrical (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Exterior view panel and breakers Sub panel breaker marked locations

13. Exterior Electrical
Observations:
• Exterior closet enclosure is the phone system electrical - Systems NOT evaluated Phone room interior view from exterior door access

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Structure

1. Building & Structure
Observations:
• The structure walls are traditional wood framed walls and roof rafter system with steel/metal roofing system.
• Interior finished plaster walls and some T-bar type ceilings • Connected walls ( Warehouse to office building ) No space and no air gaps between the two buildings.

Connected walls ( Warehouse to office building ) No space and no air gaps between the two buildings.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Foundation

1. Slab Foundation
Observations:
• Poured Concrete slab:
• Poured Concrete, monolithic slab: Only parts of the exterior stem wall were visible at time of the inspection. It's very common for all slabs to have some settling, shrinkage cracks over time, these type cracks are usually what is called hair line cracks and cracks smaller than a 1/8 inch. The slab inside the home or under the floor furnishings are concealed from view therefore could not be evaluated at this time.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

HVAC System testing

1. Heater Condition
Materials: BRAND: 3- BRYANT units Age 18+ Years Duo-Pak Nat gas package units Materials: Gas fired forced hot air.

Smaller unit EAST side offices

2. A/C Condenser
Observations:
• DUO-PAK UNIT: Data same as heater unit
• AC compressor / Condensers located on ground
• BRAND: BRYANT X 2 Residential type units and 1 Commercial grade large unit • Age: 18-25 + Years
A/C temp testing

HVAC System testing (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

3. Enclosure
Observations:
• IMPROVE: The furnace is dirty and there are no records of prior service. Recommend an HVAC contractor perform a system Clean-and-Check. HVAC systems require yearly maintenance. • Concealed due to high efficiency furnace design.
• Due to presence of rust, scale, and some debris in this furnace, a professional cleaning and service review by a licensed HVAC contractor is highly advised to ensure proper and safe operation of this unit. Inspection for holes and/or cracks in heat exchanger is not within the scope of this inspection and should be performed by a HVAC contractor prior to ensure the proper and safe operation of this system.

4. Venting
Observations:
• **VENTING OBSERVATIONS**
• ( Direct vented at unit) The visible portions of the vent pipes appeared functional.

5. Gas lines & valves
Observations:
• Gas shut off valves were present and functional.

6. Air Return / Supply
Observations:
• Cleaning air ducts in near future would be helpful and beneficial to a healthy air duct system.

Return air test

7. Filters
Location: Inside the unit
Observations:
• Furnace filter dirty. Needs replacement.

8. Thermostats
Observations:
• Digital - programmable type.
• Lab room thermostat is corroded- replacement is needed

HVAC System testing (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Tested Lab room thermostat is corroded- replacement is
needed

9. Secondary drain pan
Observations:
• No secondary drain pan noted at the time of the inspection.

10. Primary & secondary drains
Observations:
• Primary and secondary drain should be serviced, flushed to ensure proper drainage. When the A/C unit is serviced this should be a high priority.

11. Evaporator system
Observations:
• Evaporator is attached to the heater cabinet inside the attic, both system Utilize the same blower system and venting. This is a sealed system
• Evaporator is inside the sealed cabinet, have annually service, cleaned and drains lines flushed. • Evaporator coils are clogged and dirty, special washing and cleaning coils would be helpful.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Heat/AC Data/Information

1. Heater Information and data
Materials: Location: Ground 3 Units Total • DATA PLATE: present Materials: Nat Gas fired forced hot air.

Observations:
• Two smaller units > Normal and satisfactory operations and tested by thermostat (Heater) • Fuel Furnace: Last service date is over one year ago, or is unable to be determined. Although this unit appears to be operating properly from controls, there are areas which cannot be seen without specialized equipment and training. One such area is the combustion chamber / heat exchanger where cold air blows across the "fire box", becoming the hot air that circulates throughout your home. During the life span of any furnace, this metal wall may develop a crack or a broken weld, allowing carbon monoxide to circulate throughout the home. This is why furnace specialists recommend a complete inspection annually; consider having unit inspected by certified HVAC technician.
• Low heat - Larger unit concerns
East unit sdata plate # 1 Large unit carries the entire interior middle sections including restrooms, kitchen and offices.

Large unit data # 2 Smaller WEST side unit

Heat/AC Data/Information (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

WEST Unit # 3 data plate Low heat - Larger unit concerns

2. Enclosure
Observations:
• IMPROVE: The furnace is dirty and there are no records of prior service. Recommend an HVAC contractor perform a system Clean-and-Check. HVAC systems require yearly maintenance. • Concealed due to high efficiency furnace design.
• Due to presence of rust, scale, and some debris in this furnace, a professional cleaning and service review by a licensed HVAC contractor is highly advised to ensure proper and safe operation of this unit. Inspection for holes and/or cracks in heat exchanger is not within the scope of this inspection and should be performed by a HVAC contractor prior to ensure the proper and safe operation of this system.

3. Gas lines & valves
Observations:
• Gas shut off valves were present and functional.

4. Air Return / Supply
Observations:
• The return air supply system appears to be functional. • Mice & rat DROPPINGS noted inside the larger unit
• Professional air duct cleaning and sanitizing is required on ALL units ALL rooms due to the amount of toxic mold inside the buildings.

Heat/AC Data/Information (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

A/C temps tested at registers Air ducts need cleaning

5. Filters
Dirty filters need replacement

6. Thermostats
Observations:
• Digital - programmable type.

7. A/C Condenser
Observations:
• Normal and satisfactory operations, unit needs routine service and cleaning.

8. Evaporator system
Observations:
• Evaporator is attached to the heater cabinet inside the attic, both system Utilize the same blower system and venting.
• This is a sealed evaporator system, coils due need routine service and cleaning. Flush evap lines and drains as part of a routine service. Surface rust was noted due to age and wear.

Heat/AC Data/Information (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

9. Electrical observations
Observations:
• 3-Phase 208/240 volt systems with fuse disconnects on roof tops

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Plumbing

1. Main sewer and drain pipes
Warehouse sewer main clean out

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Main Gas meter

1. Gas meter location and condition
Observations:
• N/W exterior front wall
• Gas was on at time of inspection
• Active gas leaks noted - Safety issues
Active gas leaks noted - Safety issues N/W exterior front wall

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Water Heater

1. Plumbing
Materials: Galvanized
Observations:
• Rusted and corroded lines
Rusted and corroded lines

2. Water Heater information
Water heater and janitor closet

Water Heater (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Electric water heater Age: 18+ years

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Parking

1. Front visitor parking
Observations:
• Front areas should be marked and signage posted for visitor parking

2. Parking
Observations:
• Parking lot re-stripping is recommended
• Improve handicap signage and parking stripping
• Clean, seal & patch holes and cracks and repair asphalt parking areas.

Parking lot re-stripping is recommended

3. Handicap parking location
Observations:
• Marked area hard to read -

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Offices

1. Interior view
Observations:
• Inside view
• Moisture and mold issues
• Moisture stains noted in the front office from roof leaks • Flooring:> Water stains and damages noted
Lab office building interior view EAST office South
EAST office NORTH ( Heavy MOLD ) inside office Middle office North

Offices (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Common open hallway

2. Flooring
Materials: Commercial grade vinyl flooring
Observations:
• Major stains on the interior of the building from all the roof leaks, water leaking between walls and into the building. There was so much water leaking inside the building a residue was left on the direction the water flowed towards the interior surface floor drains.

Major stains on the interior of the building from all
the roof leaks, water leaking between walls and
into the building. There was so much water
leaking inside the building a residue was left on
the direction the water flowed towards the interior
surface floor drains.

Open hallway old water trails from roof leaks and
water leaking inside between walls and down
flooring

3. Cabinets
Observations:
• Water and mold damaged kitchen / break room cabinets

Offices (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

4. Lighting
Observations:
• Operated normally when tested, at time of inspection.

5. Doors & Windows
Observations:
• Exit door at the front LAB office ( See door hinge issues ) due to the door slamming closed.
• Locked office entry/exit door, door was unable to operate Exit door locked Exit door at the front LAB office ( See door hinge issues ) due to the door slamming closed.

6. Walls/Ceiling Condition
Materials: There are plaster ceilings noted. • There are acoustic grid and tile ceilings noted.

Observations:
• Major roof leaks causing interior ceiling damage in multiple locations and multiple rooms.
• Major water leaking into the LAB office ceilings from roof leaks.

Offices (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Major roof leaks causing interior ceiling damage
in multiple locations and multiple rooms. Major
MODL issues inside this office room
Major roof leaks causing interior ceiling damage
in multiple locations and multiple rooms.

Major roof leaks causing interior ceiling damage
in multiple locations and multiple rooms.

Major MOLD build up on interior walls

Offices (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Other areas of water damaged ceiling tiles Water stains from roof leaks inside center office NORTH
Hidden water damage inside walls of the hallways Major water leaking into the LAB office ceilings from roof leaks.

7. Bathroom Interior
Materials: Guest hall bathroom

8. Smoke & Carbon Detectors
Observations:
• Old detectors. Smoke detectors last 6-10 years. Recommend replacing. • **CARBON MONOXIDE DETECTORS**
• SAFETY INFO: Carbon Monoxide (CO) is a lethal gas--invisible,tasteless, odorless--produced in normal amounts whenever you use an appliance which burns a combustible fuel--gas, oil, kerosene, charcoal, and wood. When proper ventilation becomes blocked or inadequate, CO concentrations build up inside your home and become deadly.
• CO detector did not operate when tested.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Lobby

1. Customer counter
Observations:
• Main entry door was locked and no key was provided, the room was accessible from the hallway and back exit door. This lobby area is access points to the offices. (4) in total. Overall interior view was marginal with no major issues other than lack of upkeep, old stains walls and floors.

Main entry door was locked and no key was provided, the room was accessible from the hallway and back exit door. This lobby area is access points to the offices. (4) in total. Overall interior view was marginal with no major issues other than lack of upkeep, old stains walls and floors.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Kitchen

1. Kitchen interior observations
Observations:
• Major water leaking inside and above the hood vent from the roof, the water is significant enough to cause mold damage and internal cabinet rot.

Kitchen / Break room interior Kitchen sink tested and operated ok Disposal seized All electric oven - Tested ok just old and smells

Kitchen (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Microwave is old dirty > Recommend replacement Major water leaking inside and above the hood vent from the roof, the water is significant enough
to cause mold damage and internal cabinet rot.

Hidden kitchen ceiling water damage - further review to determine the amount of water damage and possible MOLD

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Restrooms

1. Restroom Interior Observations
Observations:
• Appears ADA accessible but not confirmed with current standards. ADA inspection is not part of this inspection.
• Men's & Women's restrooms are provided, the restrooms have been visually inspected, fixtures tested and some have issues, with leaks, not flushing etc. • Shower tested normal
• Toilets: Tested and flushed
• Restroom repairs to bring them back to serviceable conditions estimated costs $ 2,000-3,000
• Toilets: Women's toilet not working and leaks water
• Sinks: Mens & Womens restroom has some sinks with no water pressure Restroom with shower Shower tested normal
Mens restroom view Mens restroom left sink has not water pressure

Restrooms (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Urinals tested Toilets: Tested and flushed
Toilets: Men's toilet not working and leaks water Women's restroom

Restrooms (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Sinks: 1. Women's restroom left sink has not
water pressure
Toilets have major stains and may need
replacement

2. Exhaust fan
Observations:
• Needs service
Lighitng and fans work ok

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Doors, Windows and Interior

1. Doors and Windows
Observations:
• All doors accessible and could open with a key was operated, as for the windows there are fixed solid dual pane glass type windows with no broken glass. • Exit doors are marked inside the building

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Walls/Ceilings/Lighting/Flooring

1. Observations
Observations:
• Tested and operated normal with some fixtures needing to be replaced or updated • Commercial grade vinyl flooring with vinyl coping on walls. The flooring in the building is water damaged and should be removed and replaced. Estimate cost $ 21,000- 35,000 • Interior MOLD was observed and a full MOLD report by other was conducted and provided in a sole and separate report.
• Interior walls: All effected areas of the rooms with water damage or MOLDY drywall needs remediation, See the sole and separate report. Estimated cost $ 49,000- 61,000

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Warehouse 1

1. Warehouse 1 Observations
Observations:
• Hazmat clean-up interior: Estimate $ 3,000
• Exterior building metal warehouse siding, repair back to original condition Estimate $ 2,500-3,000 • Foundation and flat interior slab surfaces uneven
• Roll-up doors will NOT open or operate manually
• Roof leaking into the building causing "MOLD" damage, You'll also want to review the MOLD report and finding on remediation costs. As far as the roof and gutter systems> The entire system of the roof drainage system will need to be removed and re-designed and then install a leak free roof and gutter system. Estimated Cost $ 36,000
• Welded brackets and bolting is questionable and maybe unsafe • Major interior MOLD inside walls of the warehouse #1 as water is actively leaks from roof and into the inside of the building and down the walls. • The entire wall should be removed along with the roof and adjacent building repaired Estimated $ 40,000 Just for drywall and roof repair.

Roof at parapet wall / Gutters clogged and weeds
growing out from gutters
Roof system and gutters

Warehouse 1 (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Warehouse parapet wall cap flashing missing and
damaged, water leaking in this area for a very
long time.

Water leaks between the two buildings from the
roof
Aerial roof top view Aerial view warehouse # 1 West view

Warehouse 1 (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Ground elevation West side view Ground elevation EAST corner view Interior view Structure and bolting issues noted inside warehouse # 1 upper north beam

Warehouse 1 (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Major interior MOLD inside walls of the
warehouse #1 as water is actively leaks from roof
and into the inside of the building and down the
walls.

The entire wall should be removed along with the
roof and adjacent building repaired
Foundation and flat slab surfaces uneven Roll-up doors will NOT open or operate manually

Warehouse 1 (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Roll-up doors will NOT open or operate manually Ground elevation west side view

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Warehouse 2

1. Warehouse 2 Observations
Materials: Electrical: Main switch board and sub panel for interior lighting and heavy duty electrical for manufacturing equipment was visually inspected at the panel boxes, power was off and due to the amount of open and exposed wires and electrical inside the building the power was left off for safety.

Observations:
• Bathroom: Bathroom has flowing water, but water flow was marginal for pressure to fixtures, fixtures tested and flushed ok but upgrades, hardware improvements is required. Estimated: $ 1,500
• Electrical: Found loose conduit inside and around the interior, embedded conduit in the slab with some areas of electrical wiring exposed. The entire warehouse should have a professional electrician remove all non-usable electrical wires, cut back and save electrical for future use, pull all exposed electrical out and remove it. Grid off and seal the conduit in the slab. Estimated cost $ 5,600 - $ 8,000
• Exterior siding and roof areas: Clean, repair back to original condition along with sealing the roof, fasteners, clean gutters and down spouts. Estimated $ 3,000 - $ 5,000 • Roll-up doors: Repair all doors to properly work either by manual lift or electronic lift motor Estimate $ 2,500 - 4,500
• Water line: Eastside main copper water into the building is capped do to over head line being cut and leaking over the past equipment. • Hazmat clean-up: Market price but ballpark $ 30,000-60,000 • Storage of unknown manufacturing supplies and spools of unknown paper or fiber like materials inside
Aerial roof top view Aerial view WEST side warehouse # 2

Warehouse 2 (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Aerial rear view of the lot, grounds behind
warehouse # 2
Rear ground elevation view from S/E corner
Random siding damages Ground elevation west side

Warehouse 2 (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Restroom interior - Systems were operated but
water flow was marginal
Bathroom: Bathroom has flowing water, but water
flow was marginal for pressure to fixtures, fixtures
tested and flushed ok but upgrades, hardware
improvements is required. Estimated: $ 1,500
Urinal tested Water stained and damaged flooring in restroom

Warehouse 2 (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Restroom Lighting inoperable Interior view
Interior view Storage of unknown manufacturing supplies and spools of unknown paper or fiber like materials
inside

Warehouse 2 (continued)
Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Large holes in the building siding panels Main panel inside warehouse # 2

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Mold results

1. Mold & Lab reports attached
Observations:
• The Mold report and lab results are final and attached to this report. • Remediation can be discussed for cost estimates with the report provider.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

1 Central Cal Surveys
Limited Microbial Inspection
04-24-2026
Attn: Ray Beasley and
City of Shafter
Site: 1351 E. Ash St., Shafter, Ca. 93263

SCOPE OF INSPECTION
Central Cal Surveys (CCS) was hired to conduct a limited microbial inspection of the above Commercial Building. We were not asked to find the source of the water damage.

The inspector inspected to the best of his ability. There are likely areas of water damage, water intrusion, or microbial presence not readily apparent to this inspector or hidden from detection. The date of the inspection occurred on 04-20-2026 at 1 pm.

VISUAL INSPECTION
Since there has been no complaint of plumbing issues, there is a clear indication of serious roof problems indicated by the water damage from above and mold in many locations in this building and especially the warehouse. The Building Inspector found missing parapet cap in one section that appears to let rain water come down onto the north wall of the warehouse sheetrock and likely inside the wall cavity along with plugged roof drains in numerous places. We cannot know the full impact on this has had on interior ceilings and walls until demolition of these areas. At one point during a second inspection you could see rain water drizzling down this north wall in the warehouse.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

2 The initial direct samples taken are attached and made part of this report. ***It is presumed by this inspector that all the roof issues will have been resolved prior to beginning mold and water damage remediation in the offices and warehouse.

West entry offices:

Water damaged T-bar ceiling tiles were found along the north side of these two offices.

Removing several of these tiles found no mold growth on the underside of the roof sheathing or support members.

Hallway running west/east:

There was water puddle staining on the flooring nearly the full length. Visible water damage and mold behind the baseboard was found in a section about halfway down on the south wall. This damage matches mold and water damage in the same location on the warehouse side.

The lower south wall baseboard was also removed revealing mold growth on the wall board. The warehouse side was sampled.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

3 Breakroom:

Water staining was seen in the upper cabinet on the west wall with more staining seen just below it into the lower cabinets. It appears that this moisture got into the wall cavity.

East entry offices;
More water damaged tiles along the north wall of in the entry office and what I’m calling Office 1, the NE corner office, and in Office 2, the office right of the East entry room.

Office 1 had HIGH Levels of Stachybotrys, some species are known to impact the health of all humans. Please see the Lab Results attached.

In Office one there was also water damage all along the upper west wall and parts of the north wall.

Warehouse North wall:

The entire north wall of the warehouse has sheetrock on it with a layer of insulation/vapor barrier inside the wall cavity shared with the Offices. This entire wall has water damage and mold on it. The wall is approximately 20 feet high and 100 feet long.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

4 Remediation recommendations for these areas above:

In general, all baseboards must be removed and all water damaged ceiling tiles and insulation impacted by water must be removed. Where areas do not show water damage but are suspect, i.e., the south hallway sharing the wall with the warehouse, the wall board must be removed floor to ceiling and the ceiling to make sure that there is no hidden mold growth. There will be a need for multiple re-inspections during the remediation process to guide the remediator, as I suspect there is hidden mold and water damage that cannot be planned for in the Contractors remediation bid.

Follow IICRC S520 for mold remediation at all times even if not specifically mentioned in the following recommendations. The remediation of interior wall cavities involves sanding or wire brushing, HEPA vacuuming and the use of anti-microbials, i.e., microban or sporicidin or equal to be approved by this inspector. There may be a need to perform these tasks more than once in certain areas to be approved. 1) In the Office portion, all the contents should be removed and cleaned if they are going to be saved. There appear to be some chemicals that no one fully understands what they are and if they are dangerous or not. Whomever, removes these must follow all applicable State and Federal laws on handling, removal and disposal of these substances. There are similar chemicals in the warehouse along with other wall board and misc. materials. The same requirement to remove and dispose of these materials and chemicals following all applicable State and Federal laws covering their handling, removal and disposal apply. 2) For water damage and mold removal, the whole of the office area is to be considered a single containment with Decontamination Chambers at both entrances. However, in the warehouse, the Remediation Contractor must erect a 6 mil plastic containment far enough out away from the north wall to manage safe removal of the wall board after all the contents and chemicals have been removed. 3) Then proceed with the wall board removal in this area prior to the office area.

Once this area has been removed an inspection must be made to determine if any adjacent areas need removal and possibly decide next steps. 4) Once this has been done the Remediation Contractor can proceed to the Offices. 5) As stated there should be NO damaged ceiling tiles remaining. And all baseboards must be removed and these areas re-inspected to form a consensus on wall board removal in areas showing mold growth or water damage behind the baseboards.
6) Start with remediation with the South Hallway, removing all the wall board on this wall and the ceiling. The removal of this wall will include the removal of the south wall in the entry room on the west side, including columns as this wall is shared with the warehouse wall impacted by mold and water. 7) Move next to the East office entrance to Office 1 and remove the wall board or wall cladding where impacted by mold growth. Remove from the corner going west to a minimum of 12 feet or until there is no more mold growth or water damage and then go 2 feet more. The corner that appears to have an encased down spout must also be removed in similar fashion going south along the

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

5 adjacent wall to 2 feet passed the last visible mold and water damage. All damaged ceiling tile areas are to be re-inspected after removal. 8) Move then to Office 2, removing the entire west wall and a minimum of two feet of ceiling, wall to wall. Wall board removal should wrap around to the north wall to at least the window or 2 feet passed the last mold or water damage. 9) Move then to the Breakroom where the upper and lower cabinets should be removed to expose the wall. Where water damage or mold is found remove the wall board to 2 feet passed. This includes the ceiling. 10) As stated, there will likely be areas uncovered during remediation that will require additional wall board, insulation removal, etc.
11) The HVAC system must be thoroughly cleaned end to end including coils, pan and ducting. In the event the ducting cannot be cleaned then it should be replaced.
12) After all the above has been accomplished a final inspection and sampling of substrates and the air, called a Post-remediation Verification can take place. The warehouse area cannot be effectively air tested because it shares the exterior environment and would not give us accurate results to determine successful mold remediation. So only the use of Direct samples will be used on this portion of the warehouse.

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

6 LIMITATIONS
This report was prepared as the result of a very limited visual and instrument inspection.

The information contained herein is based upon the subjective evaluation of limited data.

No warranties or guarantees are either given or implied.

This information does not represent all conditions at the subject property and are limited to the areas examined by Central Cal Surveys, LLC. It is further limited in that the examinations conducted were at a specific time and that conditions did and continue to change daily. The inspection, including sampling performed must be considered as applicable for the moment in time they were taken.

This inspection was conducted and developed to provide the client with information regarding the air quality conditions relating to the subject property at the time of the inspection. Due to the nature of the work and the limitations placed upon Central Cal Surveys, LLC., there is the possibility that there may exist conditions that could not have been identified or were not present at the time of the inspection.

Central Cal Surveys, LLC. prohibits the use of this report by any third party without explicit authorization. Any unauthorized third party reliance on this report is unforeseen By Central Cal Surveys, LLC., and all information, conclusions, or recommendations will be at that party’s risk.

Jared San Antonio
Certified Mold Inspector - CMI #85011
Richard Freeborn
Council Certified Indoor Environmentalist #02351

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Client Sample #: 01 Lab Sample #: 26014140‐001
Sample Location: North End/ Warehouse/ Wall
Test: 1051‐24H Surface, Swab ‐ Qualitative Direct Microscopic Exam SOP 3.7: 24hr TAT Results: Observation
Category 4: Alternaria spores seen 75% to 95% coverage
Category 3: Alternaria hyphae seen 25% to 75% coverage
Category 2: Penicillium/Aspergillus group spores seen 5% to 25% coverage Debris Rating: 1
Client Sample #: 02 Lab Sample #: 26014140‐002
Sample Location: North End/ Office 1/ Wall
Test: 1051‐24H Surface, Swab ‐ Qualitative Direct Microscopic Exam SOP 3.7: 24hr TAT Results: Observation
Category 1: Alternaria spores seen Less than 5% coverage Category 5: Stachybotrys spores seen Greater than 90% coverage Category 4: Stachybotrys hyphae seen 75% to 95% coverage Debris Rating: 1
Certificate of Analysis
Building Sciences
3565 Lexington Ave
El Monte, CA 91731
﴾626﴿ 454‐4782
Central Cal Surveys, LLC
10401 Wentworth Ct.

Bakersfield CA, 93311
Attn: Jared San Antonio
Date Collected: 04/20/2026
Date Received: 04/22/2026
Date Analyzed: 04/22/2026
Date Reported: 04/22/2026
Project: 1351 E. Ash Ave., Shafter, CA 93263/ California Project ID: 26014140 Condition of Sample﴾s﴿ Upon Receipt: Acceptable unless noted otherwise Page 1 of 3

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Footnotes and Additional Report Information
Debris Rating Table for Direct Examination of Air Samples 1 Minimal (<5%) particulate present Reported values are minimally affected by particulate load. 2 5% to 25% of the trace occluded with particulate Negative bias is expected. The degree of bias increases directly with the percent of the trace that is occluded.
3 26% to 75% of the trace occluded with particulate Negative bias is expected. The degree of bias increases directly with the percent of the trace that is occluded.
4 75% to 90% of the trace occluded with particulate Negative bias is expected. The degree of bias increases directly with the percent of the trace that is occluded.
5 Greater than 90% of the trace occluded with particulate Quantification not possible due to large negative bias. A new sample should be collected at a shorter time interval or other measures taken to reduce particulate load.

Fungal Material Loading Categories
Category 0 No fungal material is observed.

Category 1 Fungal material loading covers less than 5% of a representative field of view.

Category 2 Fungal material loading covers between approximately 5% and 25% of a representative field of view.

Category 3 Fungal material loading covers between approximately 25% and 75% of a representative field of view.

Category 4 Fungal material loading covers between approximately 75% and 90% of a representative field of view.

Category 5 Fungal material loading covers greater than approximately 90% of a representative field of view.

1. Larger spore types (e.g., Alternaria, Curvularia, Drechslera/Bipolaris-like) are analyzed and counted at a lower magnification, with 100% of the sample trace examined.

2. Smaller spore types (e.g., Penicillium/Aspergillus-like, Cladosporium, Basidiospores) are counted at a higher magnification, with 25% of the sample trace examined unless otherwise requested.

3. Stopping rules may apply during analysis at a higher magnification. If 100 spores or fungal structures of a specific type or group are counted before reaching 25%, analysis for that type may be discontinued after the last completed traverse. When stopping rules are applied, the percentage of the sample trace read for that spore type is noted in the report, along with the calculated analytical sensitivity.

4. Dash(-) in this report, under raw count column means ‘not detected (ND)’, otherwise ‘not applicable (NA). *5. The positive-hole correction factor is a statistical tool which calculates a probable count from the raw count, taking into consideration that multiple particles can impact on the same hole; for this reason the sum of the calculated counts may be less than the positive hole corrected total.

6. Due to rounding, totals may not equal 100%.

7. Analytical sensitivity is a calculated value and based on the lowest quantifiable analyte per sample area analyzed.

8. Minimum Reporting Limits (MRL) for bulks, dusts, swabs, and water samples are a calculation based on the sample size and the lowest dilution processed.

9. For samples with an air volume of < 100L, the number of significant figures in the result should be considered (2) two. For samples with air volumes between 100-999L, the number of significant figures in the result should be considered (3) three. For example, a sample with a result of 1,907 spr/m from a 75L sample using significant figures should be considered 1,900. The same result of 1,907 from a 150L sample using significant figures should be considered 1,910 spr/m .

10. Sampling information including but not limited to air volume and sample area are provided by the customer. *Applicable to the reported data for culture testing
Signature Page
Results relate only to the items tested or calibrated and may be reported as rounded values. The test report shall not be reproduced, except in full, without written approval of Pace® Analytical Services, LLC. Pace® Building Sciences does not provide sampling services. Results relate to the accuracy of the information provided with the Chain of Custody and as the samples were received. Data interpretation of this report will be the responsibility of the client.

Unless qualified or notated on this report, all sample aliquots were received in conditions acceptable to perform the analysis. All method and batch quality controls are within established criteria except where addressed in report comments. By my digital signature below, I affirm to the best of my knowledge, all problems/anomalies observed by the laboratory as having the potential to affect the quality of the data have been identified by the laboratory, and no information or data have been knowingly withheld that would affect the quality of the data. 3 3
Certificate of Analysis
Building Sciences
3565 Lexington Ave
El Monte, CA 91731
﴾626﴿ 454‐4782
Central Cal Surveys, LLC
10401 Wentworth Ct.

Bakersfield CA, 93311
Attn: Jared San Antonio
Date Collected: 04/20/2026
Date Received: 04/22/2026
Date Analyzed: 04/22/2026
Date Reported: 04/22/2026
Project: 1351 E. Ash Ave., Shafter, CA 93263/ California Project ID: 26014140 Condition of Sample﴾s﴿ Upon Receipt: Acceptable unless noted otherwise Page 2 of 3

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Dr. Michael Berg
Technical Director
© 2026 Pace® Analytical Services. All rights reserved.

Certificate of Analysis
Building Sciences
3565 Lexington Ave
El Monte, CA 91731
﴾626﴿ 454‐4782
Central Cal Surveys, LLC
10401 Wentworth Ct.

Bakersfield CA, 93311
Attn: Jared San Antonio
Date Collected: 04/20/2026
Date Received: 04/22/2026
Date Analyzed: 04/22/2026
Date Reported: 04/22/2026
Project: 1351 E. Ash Ave., Shafter, CA 93263/ California Project ID: 26014140 Condition of Sample﴾s﴿ Upon Receipt: Acceptable unless noted otherwise Page 3 of 3

Beasley Inspection Services 1351 East Ash Ave , Shafter , CA

Glossary
Glossary
Term Definition
A/C Abbreviation for air conditioner and air conditioning Air Gap Air gap (drainage): The unobstructed vertical distance through free atmosphere between the outlet of the waste pipe and the flood-level rim of the receptacle into which the waste pipe is discharged.

EIFS Exterior insulation and finishing system (EIFS) is a type of building exterior wall cladding system that provides exterior walls with an insulated finished surface and waterproofing in an integrated composite material system. For more information please visit
http://en.wikipedia.org/wiki/Exterior_insulation_finishing_system