J-9 (Facitlity Survey).pdf

SIERRA NEVADA

Job Corps Center Reno, NV

Virtual Survey Facility Report

January 2021 Interim

Departmentoflaborl

Office of Job Corps i

SIERRA NEVADA JOB CORPS CENTER

PY 2020 INTERIM FACILITY SURVEY REPORT

TABLE OF CONTENTS

1.0 INTRODUCTION

1.1 Virtual Survey Process

1.2 Summary of the Virtual Survey Process

1.3 Executive Summary

2.0 EXISTING CONDITIONS

2.1 Background

2.2 Ownership

3.0 MAJOR CENTER ISSUES

3.1 Short Term Center Needs

3.2 Life Safety Deficiencies

3.3 Completed Projects since the Last Survey

3.4 Funded Not Corrected (FNC) Deficiencies

3.5 Resource Use and Conservation: Energy and Water Conservation

3.5.1 Background

3.5.2 Energy Data Issues

3.5.3 Benchmarking

3.5.4 Electricity

3.5.5 Natural Gas

3.5.6 Water

APPENDICES ........................................................................................ A-1 Existing Site Plan .................................................................................................................. A-1 Buildings and Structures ....................................................................................................... A-2 Building Floor Plans ............................................................................................................. A-3 Deficiencies ........................................................................................................................... A-4 Survey Brief-out Notes ......................................................................................................... A-5 Acronyms and Abbreviations ............................................................................................... A-6

1.0 INTRODUCTION

1.1 Virtual Survey Process

The COVID-19 pandemic has prevented the Facility Survey Team from traveling to Job Corps Centers (JCC)s. Until travel can be resumed, the Facility Surveys will be virtual. The virtual process relies on the cooperation of maintenance and administrative personnel at the Center to collect pictures and videos of issues, equipment and buildings and provide reports on maintenance functions such as boilers, sprinklers and kitchen exhaust hoods. Information on fire alarm systems, major electrical equipment and inspections was also provided. The Facility Survey Team appreciates the assistance of the Center maintenance and administration staff without whose help, the virtual survey would not be possible.

This Interim Report will be prepared for distribution to the Division of Facilities and Asset Management, the Department of Labor (DOL) Region and the Center after approval. The Virtual Survey will be followed up with a site visit by the Facility Survey Team when the progression of the spread of the pandemic allows. A Facility Survey Report will be prepared after the site visit by the Facility Survey Team.

The Sierra Nevada JCC Virtual Survey took place the week of July 20, 2020.

Personnel Center Virtual Survey Team − Dion Halvorson − Frank Martinez

Center Administrative Team − Kevin Roth, F&A Director − Rocky Flanary, Center Director − Ed Hockman, Security

Facility Survey Team − Tom Fisher, Architect − Julian Cruz, Mechanical Engineer − Constantin Kotzev, Electrical Engineer

1.2 Summary of the Virtual Survey Process

Pre-Survey

1. The Center is contacted to discuss the process, iron out any issues and schedule the survey. At least two maintenance personnel are requested to participate in the survey.

2. A OneDrive account is generated for the Center to transfer data back to the Facility Survey Team.

3. The Facility Survey Team sets up a Folder Structure in OneDrive for file transfer. Folder Structure includes Confirmation Package, Center Reports, Site, Buildings, checklists, other folders as needed. The folder is shared with the Center, Production Coordinator, and Asset Management Director.

4. Documents such as checklists and survey schedule are tailored for each Center such as seismic requirements added to Centers in seismic zones.

5. The Facility Survey Team places the checklists, technical background forms, survey schedule, site plans, building plans, lists of deficiencies, blank Confirmation Package, other documents as needed into the One Drive folder.

6. The Center fills out the Confirmation Package and provides inspection reports such as for the Kitchen Make Up Air System, fire alarm, range hoods and sprinkler systems to the Facility Survey Team.

7. A camera with backup battery and two memory cards is also sent to the JCC.

Start of the Survey

1. A Brief-in meeting is scheduled for the starting day of the survey. The Brief-in meeting is to coordinate the schedule and communications between the onsite maintenance team and the Facility Survey Team. Safety of the onsite team is reviewed.

2. The Facility Survey Team is available for communication during the survey.

3. The Maintenance Team takes pictures and videos as per the checklist and of existing deficiencies, completed deficiencies, Center identified issues. Videos are used sparingly to show items in which the movement is part of the identified issue or to explain how a process works on the Center Buildings or the Site.

4. After the completion of the first building, a brief review phone call is held between the Center maintenance team and Facility Survey Team. The focus of the phone call is to review procedures and discuss any problems with the survey of the first building.

5. The Center personnel downloads the day’s pictures and videos to the OneDrive account.

Pictures and videos are labelled with the Building number or site, date, and location.

6. Daily Coordination meetings are held between the Center Maintenance Team and the Facility Survey Team. The purpose of the Coordination Meetings is to discuss the schedule and review additional needed information.

7. This process continues until all buildings and the site have been inspected and all pictures, videos and reports have been transferred to the Facility Survey Team.

Post Survey Process

1. The review of Center provided pictures and videos, reports and other information results in deficiencies. The team writes deficiencies in the manner as for an onsite Facility Survey.

2. Two deliverables from the Virtual Surveys are IA/IIA Life Safety and Health funding letter and an interim report. The IA/IIA Letter is prepared in the same format as for an onsite Facility Survey. The Interim Report has a focus of Short Term Center Needs. The Short Term Needs include any deficiencies which have a major effect on Center Operations such as leaking roofs or failing HVAC systems.

1.3 Executive Summary

Issues The principal challenges at the Sierra Nevada JCC pertain to the stock of old and deteriorating dormitories at the Center. These include:

• Deteriorated Showers in dormitory Buildings 18, 19, 20 and 21

• Failing HVAC systems in dormitory Buildings 18, 19, 20 and 21

• Failing heating and domestic boilers in Dormitory Buildings 11, 15, 18, 19, 20, and 21

• Perimeter fencing around the Center is too low or damaged

• Sections of gravel and dirt perimeter drives and parking around the Center are damaged and deteriorated

• The Center has ongoing electrical system load problems

Recommendations The following recommendations are noted for immediate repair or replacement at the Center:

• Renovate showers in dormitory Buildings 18, 19, 20 and 21, particularly Dormitory Building 20

• Replace HVAC systems in dormitory Buildings 18, 19, 20 and 21

• Replace heating and domestic boilers in Dormitory Buildings 11, 15, 18, 19, 20, and 21

• Replace and add new perimeter fencing and gates around the Center

• The electrical system load problems are addressed and funded in the Life Safety Memo

• Repair and add new gravel for sections of perimeter drives and parking around the Center.

Deficiency Cost Life Safety Deficiencies Non-Life Safety Deficiencies

Number Cost, $ Number Cost, $ Recently Funded 15 73,826 4 $27,620 Prior Funded 0 $0 1 $15,112 O&M 45 Non-CRA Funded 28 Non CRA

Funded Unfunded 0 $0 68 $2,975,394

2.0 EXISTING CONDITIONS

2.1 Background

Sierra Nevada JCC is located on 45 acres of land north of Reno, Nevada. The Center is owned by DOL and operated by Management & Training Corporation (MTC) and currently has 25 buildings with 291,866 gross square feet (GSF) and 22 structures totaling 5,031 GSF. The Center formerly included several leased buildings and an additional 10.5 acres leased from the University of Nevada. A campus consolidation project completed in 2006 replaced leased buildings with newly constructed DOL-owned buildings and returned the 10.5 acres to the University.

Sierra Nevada JCC provides residential living, academic education, recreation and vocational training for a population of 509 students consisting of 230 resident women students, 250 resident men students and 29 non-residents.

The campus had been designed for a previously higher contract strength of 570.

Table 1: Number of Students Resident Men Resident

Women Non- Residents

On-Board Strength Contract Strength 250 230 29

The total bed capacity of the Center is 462, which does not include the currently vacant and deteriorated Dormitory Building 20 Fremont Hall.

2.2 Ownership

The Sierra Nevada JCC is a federally owned Center located just north of Reno, Nevada and was activated in 1979. The Center is located on approximately 45 acres of land purchased from the University of Nevada in 2000. The total area at the Center is 214,182 net square feet (NSF) compared to the DOL-suggested space guidelines range of 152,000 NSF to 181,000 NSF for a Center with a student population of 509.

The Center is operated by MTC, Inc. The DOL is responsible for the repair and maintenance of all buildings at this federally owned campus.

Information on Buildings, building age, and area can be found in the Appendix.

Aerial View of SIERRA JCC

3.0 MAJOR CENTER ISSUES

3.1 Short Term Center Needs

The following issues have a significant impact on Center Operations. Of primary concern is the severely deteriorated state of the dormitories, particularly Freeman Dormitory, Building 20. Without repairs the Center will be unable to lodge its full Contract Strength. Also, the condition of the boilers in the dormitories is a main concern. A boiler failure will result in severe programmatic disruption.

1. Old dormitory Buildings 18, 19, 20, 21, 11 and 15 are increasingly outmoded and deteriorated with poorly functioning HVAC, electrical, fenestration and finish systems. Building 20 bathrooms, in particular, are vacant and severely damaged. The Center reports it will be unable to house its current Contract Strength if this problem is not corrected.

2. Approximately 90% of the mechanical equipment at the dormitories is at or near end of service life. The boilers are in danger of complete failure. The evaporative coolers on the dormitories are also severely corroded and damaged.

3. Site fencing is damaged or too low in several locations

4. Gravel perimeter drives are damaged and have pot-holes in places.

Other pressing longer term needs at the Center include:

1. Building 16 is used for Security, surveillance and screening functions and is inadequate in size and layout. The building also lacks adequate parking.

2. The exterior of Wellness Building 4, a modular building originally intended as temporary, is very deteriorated. Roofing, windows, HVAC, and siding are all old, damaged and function poorly. The flooring is also rotting in places.

3. The Center has a history of electrical distribution system problems that not only overload the Center but some of the surrounding utility equipment. Emergency repairs and a study were performed to isolate the issues but they have not been resolved. The Center could be without power without upgrades.

Center Short Term Needs Summary Building(s) Deficiency Number(s) Issue Cost

Dormitory Buildings 18, 19, 20 & 21 85384, 85385, 85192 & 85434

Showers are severely deteriorated

$1,058,435

Dormitory Buildings 11, 15, 18, 19, 20 & 21 Twelve deficiencies Heating and Domestic Boilers failing

$398,502

Dormitory Buildings 18, 19, 20, 21 101694, 101695, 101696 & 101697

HVAC Units failing $341,172

Site 137485 Site fencing damaged or too low

$98,931

Site 122809 Drives are deteriorated $76,063

TOTAL $1,973,103

3.2 Life Safety Deficiencies

The IA/IIA Life Safety and Health Funding Memo funds $73,826 for 15 regional deficiencies and includes 45 O&M deficiencies.

3.3 Completed Projects since the Last Survey

The following is a list of completed projects since the previous Survey that exceed $5,000 in cost.

3.4 Funded Not Corrected (FNC) Deficiencies

The Center has corrected all but one prior funded life safety deficiencies. The Center is responsible for completion of these deficiencies. If necessary, the Center should coordinate with their ESC PM and request technical assistance from the ESC through the DOL Region.

The table below summarizes the one FNC by year, type, discipline, number of related deficiencies, and associated costs.

Deficiency ID Number(s) Description Building Responsibility

121779 Fire alarm system pull stations inadequate Building 8 Vocations Region

121803 Fire alarm system missing beam detectors for Gymnasium Building 26 Gymnasium Region

133925 CRA 31933 Kitchen ovens failed Building 44 Cafeteria Region

123010 Partial Center power failure emergency repair funds B1b (CRA 24942) Site Region

129530 Conduct a power monitoring study and analysis.

CRA #28904 Site Region

119281 Underground sewer line broken in multiple locations Site Region

Completed Projects

PY FNC Class Discipline / Item Number Cost Status 2011 IIIA Builidng 19 Comstock 89281 $15,112 On standby

Total: $15,112

Life Safety Deficiencies Number Cost, $

Recently Funded 15 $73,826 Prior Funded 0 $0 O&M 45 Non-CRA Funded

3.5 Resource Use and Conservation: Energy and Water Conservation Energy and water use and associated trends are summarized below for Sierra Nevada JCC.

3.5.1 Background

Table 1, Electricity and Water Statistics – FY 2019, has current electricity and water usage and cost. (Energy Watchdog 2019) Electricity, water and natural gas unit costs are lower than the Average Cost in Job Corps.

Table 1: Energy and Water Statistics – FY 2019 Energy Usage Cost Unit Cost Average Cost in Job Corps Electricity 2,561,362 kWh $141,431.40 $0.055/kWh $0.103/kWh Natural Gas 167,546 CCF $74,905.07 $0.447/CCF $0.550/CCF Water 16,947.00 kgal $81,716.51 $4.000/kgal $5.000/kgal Total $ 298,052.98

Notes: 1. This analysis is based on the latest energy information available.

2. Financial Year 2019 (FY 2019) energy data are the latest entire year available for analysis.

3. kgal = thousand gallons; kWh = kilowatt-hours; CCF= Centum cubic feet (100 cubic feet)

3.5.2 Energy Data Issues

The Sierra Nevada JCC began posting electricity and natural gas data in FY 1985 and water in FY2002 and has been consistent with each year’s information going forward.

3.5.3 Benchmarking

The DOL has set the following goals in the Sustainability Report and Implementation Plan for energy intensity and water intensity reduction. These goals will be used to benchmark each JCC.

(Table 2)

Table 2: DOL Energy and Water Intensity Reduction Goals Energy Intensity Reduction Water Intensity Reduction From FY2018 to FY2019 1.8% 1.0% From FY2019 to FY2020 1.5% 1.5%

Table 3: Energy and Water Benchmarking

Category FY2019 Intensity Baseline Year

Baseline Intensity FY2019 Target

Difference from

Target Energy 89,072 BTU/GSF FY2018 84,312 BTU/GSF 82,794 BTU/GSF -7.0% Water 16,947 kgal FY2018 19,596 kgal 19,400 kgal +13.0%

Green – meeting target, Yellow- within 10% of target. Red – not meeting target.

The Center is not meeting its energy goal (Actual -7.0%) but is within 10% of the target. The Center is meeting its water goal (Actual +13.0%).

Figure 1 shows the Energy Intensity in BTU/GSF FY2010-FY2019. Energy intensity fell to its lowest point in FY2018 but then trended up slightly in FY2019. Figure 2 shows the Energy Usage Comparison in MMBTU for FY2010 to FY2019. The Energy Usage has followed a similar usage pattern to Figure 1.

Figure 1: Energy Intensity for Sierra Nevada JCC for FY2010-FY2019

Figure 2: Energy Usage comparison for Sierra Nevada JCC for FY2010-FY2019

3.5.4 Electricity

Figure 3, Annual Electricity Usage, tracks the annual electricity usage comparison for FY2010- FY2019. Usage has been up and down from its highest point in FY2016 to its lowest point in FY2018, and then it trended upward to FY2019. Figure 4, Monthly Electricity Usage comparison for FY2017-FY2019 reflects that the usage has been relatively uniform for all fiscal years, with the exception of August –November FY2019 when a large spike occurred.

Figure 3: Annual Electricity Usage Comparison for Sierra Nevada JCC FY2010-FY2019

Figure 4: Monthly Electricity Usage comparison for Sierra Nevada JCC for FY2017-FY2019

3.5.5 Natural Gas

Monthly natural gas consumption is shown in Figure 5, Monthly Natural Gas Usage. Similar patterns are revealed for the three fiscal years. Much of the natural gas usage is for heating as shown by the higher demand during winter months. Figure 6, Annual Natural Gas Usage, shows the total natural gas usage per year for FY2010-FY2019. Annual usage reached its highest point in FY2016, but has trended downward to its lowest point in FY2018 moving upward 6.0% in

FY2019.

Figure 5: Monthly Natural Gas Usage comparison for Sierra Nevada JCC for FY2017-FY2019

Figure 6: Annual Natural Gas Usage for Sierra Nevada JCC for FY2010-FY2019

3.5.6 Water

Figure 7, Monthly Water Usage comparison FY2017-FY2019. The patterns seem somewhat uniform from year to year with spikes in the summer months. Figure 8, Annual Water Usage, shows the total water usage per year FY2010-FY2019. Usage had trended downward to its lowest point in FY2015, then trended upward to FY2018 before going downward again in

FY2019.

Figure 7: Monthly Water Usage comparison for Sierra Nevada JCC for FY2017-FY2019

Figure 8: Annual Water Usage comparison for Sierra Nevada JCC for FY2010-FY2019

Page Intentionally Left Blank

A-1

APPENDICES

Existing Site Plan

Page Intentionally Left Blank

A-2

Buildings and Structures

Buildings and Structures

BUILDINGS AND STRUCTURES

00907 SIERRA NEVADA 01/28/2021

1Page: of Date:

0001 - ADMINISTRATION

0002 - EDUCATION

0003 - EDUCATION

0004 - WELLNESS

0005 - STUDENT SERVICES & SECURITY

0006 - VOCATION (A)

0007 - VOCATION (B)

0008 - VOCATION (C)

0010 - CULINARY ARTS/HOSPITALITY

0011 - DONNER HALL DORMITORY

0012 - SECURITY CHECKPOINT

0015 - WASHOE HALL DORMITORY

0016 - SECURITY

0018 - LASSEN HALL DORMITORY

0019 - COMSTOCK HALL DORMITORY

0020 - FREMONT HALL DORMITORY

0021 - CARSON HALL DORMITORY

0023 - CENTER DUTY OFFICER

0025 - RECREATION

0026 - GYMNASIUM

0027 - VACUUM MAINTENANCE

0029 - SUPPORT SERVICES BUILDING

0030B- VOCATIONAL STORAGE

0031 - THEATRE

0044 - CAFETERIA

0019A - GAZEBO (35Ft x 20Ft) 0019B - DUMPSTER BIN AREA (15Ft x 25Ft) 0022A - GAZEBO (10Ft x 10Ft) 0022B - GAZEBO (10Ft x 10Ft) 0022C - GAZEBO (24Ft x 10Ft) 0026A - IRRIGATION SHED (10Ft x 6Ft) 0026B - RECREATION STORAGE #1 (8Ft x 6Ft) 0026C - RECREATION STORAGE #2 (10Ft x 8Ft) 0027A - SECURITY STORAGE (14Ft x 8Ft) 0028B - GAZEBO (20Ft x 10Ft) 0029A - FERTILIZER SHED (10Ft x 8Ft) 0029B - CONTAINER (40Ft x 8Ft) 0029C - CONTAINER (40Ft x 8Ft) 0030C- PLASTERING STORAGE (14Ft x 14Ft) 0030D- CTST STORAGE (82Ft x 19Ft) 0030E - WELDING STORAGE (8Ft x 8Ft) 0030F - CEMENT STORAGE (10Ft x 8Ft) 0039 - VALVE HOUSE (14Ft x 11Ft) 0040A - GAZEBO (10Ft x 10Ft) 0040B - GAZEBO (24Ft x 8Ft) 0040C - GAZEBO (16Ft x 8Ft)

Name GSF

8,623 20,942 11,035 5,770

16,472 8,171 8,564

19,327 10,700 21,920

21,920 1,710

16,920 16,920 16,920 16,920 3,560

15,150 10,600

15,600 2,190 5,090

16,506

1,558

Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active Active

Active Active Active Active Active

Active

Active Active Active Active Active Active

Active Active Active Active Active Active Active

StatusType

Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Building Structure Structure

Structure Structure Structure Structure Structure

Structure

Structure Structure Structure Structure Structure Structure

Structure Structure Structure Structure Structure Structure Structure

Use Group Built Flrs Const

Business Business Business Business Business Business Business Business Business Residential Business Residential Business Residential Residential Residential Residential Business Assembly Assembly Business Factory/Ind.

Business Assembly Assembly Assembly U

Assembly Assembly Assembly Utility/Misc.

Storage

Storage

Business Assembly Storage Storage Storage Storage

Storage Storage Business Utility/Misc.

Assembly Assembly Assembly

Good Good Good Good Good Good Good Good Fair

Good Good Good Good Fair Fair Fair Fair

Good Good Good Good Good Good Poor Good Good Good

Good Good Good Good Good

Good

Good Good Good Good Good Good

Good Good Good Good Good Good Good

ConditionAsset Number

0090708025 0090708026 0090708027 0090708007 0090708028 0090708029 0090708030 0090708031 0090700006 0090700007 0090708052 0090700008 0090700035 0090700009 0090700010 0090700011 0090700012 0090700014 0090708032 0090700015 0090700041 0090708005 0090700037 0090700019 0090708050 0090708019 0090708056

0090700065 0090700068 0090708012 0090700056 0090708047

0090708048

0090708049 0090708013 0090708053 0090708054 0090708055 0090700043

0090700044 0090708045 0090708046 0090700033 0090708014 0090708015 0090708016

BUILDINGS AND STRUCTURES

00907 SIERRA NEVADA 01/28/2021

2Page: of Date:

0042 - TRELLIS (15Ft x 10Ft) 0043 - RESIDENTIAL STORAGE (7Ft x 7Ft)

Name GSF

Active Active

StatusType

Structure Structure

Use Group Built Flrs Const

Assembly Storage

Good Good

ConditionAsset Number

0090708021 0090708022

25 291,866

23 5,406

48 297,272

Buildings

Structures

Total

GSF

GSF

GSF

Summary

A-3

Building Floor Plans

Building Floor Plans

A-4

Deficiencies

Deficiencies

Deficiency Text

Sierra Nevada (00907) 01/28/2021Date :Center :

Page : 1 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

Some of the new fiberglass reinforced light poles on the center show what appear to be spiral cracks around the pole base area. Additionally, the center reported that frequent high wind in the region seems to cause premature failure of the lamps.

Based on the online information obtained from the light pole manufacturer, these composite poles are engineered to withstand high winds and extreme low temperatures. The round poles are constructed with a final protective coat of pigmented polyurethane applied to the poles. It is possible that the protective coat is not applied evenly and/or its thickness did not meet the manufacturer specification on some of the poles during the manufacturing process. This may have caused the protective coat to chip away exposing what appear to be spiral cracks around the pole base areas.

The center should contact the manufacturer for a thorough inspection of all fiber glass light poles, replace the poles and/or provide a new protective coat for the poles as required. The center should also contact the electrical contractor who installed the site lighting system to have them verify and ensure that the lamp type, rating and voltage are selected and installed in accordance with manufacturer's recommendations/manual instructions. If the lamp used is oversized or the provided ballast multi-voltage leads are incorrectly connected the lamp may fail prematurely. Consult with the light pole and lamp manufacturers or manufacturer's representative for further information. All work should be performed under the manufacturer's and installer's guarantees.

Note: Based on the center experience and observations, the lamp's failure rate is much higher for the poles with a single head than other poles with double heads. It was suggested to engage an electrical contractor to cut about 8' off a few poles to reduce the poles vibration and monitor the performance of the shortened poles. If it was a satisfactory solution, expand the recommendation for all of the single heads poles. Replace the burn-out light fixtures with LED luminaire as Lithonia D-Series Size 1 (DSX1 60C 1000 40K T3M MVOLT MA DDBXD).

As of the July 2020 Facility Survey, this deficiency, identified in 2009, was still valid.

R72367

ID

Year

$1,600

SITE

Premature failure of pole lamps

Findings :

Recommendations :

Notes :

16.2.0 - SITE LIGHTINGCATEGORY :2009

Estimated Amount

Page : 2 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

HID fixtures are energy inefficient to operate.

(Executive Order 13834)

Replace 165 HID fixtures with LED lamp fixtures with electronic ballasts and energy efficient reflectors as fixtures need to be replaced due to repair and normal usage. Contractor to verify new lighting levels will satisfy DOL JCH-814 Design and Construction Guidelines, Chapter 6 regarding illumination levels.

Building 29 36 Building 25 32 Building 6-A 26 Building 6-B 22 Building 6-C 49 Total 165

As of the July 2020 Facility Survey, this deficiency, identified in 2013, was still valid.

R94696

ID

Year

$68,475

SITE

High intensity discharge lighting is inefficient

Findings :

Recommendations :

Notes :

20.4.1 - ENERGY CONSERVATIONCATEGORY :2013

Page : 3 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

Center maintenance staff has not been periodically running the emergency generator for Buildings 11, 15, 18, 20, 21 and 44 under loaded conditions, and testing the associated transfer switches.

This building has life safety loads such as emergency lighting without battery backup.

(NFPA 101, 2018, 9.1.3 and NFPA 110, 2013, 8)

Provide e-mail notification and otherwise coordinate as necessary for facilitating a 4 hour outage to the normal power system of the building once an each month. Shut down main power to the building and restore after four hours of run time with the generator under loaded conditions.

Alternatively, if a normal power outage to the building cannot be scheduled, when building is minimally occupied, drop normal power to the transfer switch to facilitate transfer of power only the items served by the generator. Thoroughly inspect the transfer switches and generator operation, and note specific abnormal effects to the building which can later be corrected. Update generator maintenance log with test results, run time duration and date. This may additionally be the ideal time to provide code required monthly inspection of the building's emergency lights and exit signs, and also to update the center's associated safety and security documentation or periodic maintenance logs for compliance with NFPA 101, 2018, 7.9.3. Additionally, NFPA 101, 2018, 7.9.3 requires that inspection and functional testing under the fool load to be conducted for generator within maximum 30-day interval. The recurring maintenance requirement shall be added to the operator’s Computerized Maintenance Management System (CMMS).

As of the July 2020 Facility Survey, this deficiency, identified in 2018, had not been corrected.

O121821

ID

Year

SITE

Emergency generator not periodically tested and run under load

Findings :

Recommendations :

Notes :

16.1.1 - ELECTRICAL (BLDG)CATEGORY :2018

O & M

Page : 4 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

IIIB

Campus vehicular circulation depends on public streets surrounding the campus with multiple entrances into the campus. A large number of entrances (8) makes it difficult to control the site.

Advised by the Region, the Center constructed an ad hoc internal peripheral road by connecting paved sections by gravel segments. Gravel segments get damaged during snow removal.

There are four petroleum-heating oil tanks that serve Building 11, Building 15, Building 26 and Building 31. These four tanks are abandoned and must be removed.

(40 CFR 280)

Pave unpaved or unfinished sections of the peripheral road. Use 3 inch bituminous concrete paving over 6 inch gravel base on graded, compacted earth. Provide for storm water runoff as required.

Size: 12 foot wide X 1,200 LF.

Procure the services of a licensed oil tank removal company to remove the four abandoned petroleum-heating oil tanks to comply with the Nevada and Federal regulations and applicable codes. Contractor shall collect samples at each end of the tank and analyze per 40 CFR 280.

As of the July 2020 Facility Survey, this deficiency, identified in 2018, was still valid.

R

R

122809

124194

ID

Year

$92,066

$33,253

SITE

Center lacks internal peripheral road

Abandoned petroleum-heating oil tank removal

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

02.2.1 - ROADS

15.5.1 - FUEL DISTRIBUTION

CATEGORY :

CATEGORY :

Estimated Amount

Page : 5 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IA

The center experiences numerous outages, power bumps and brown outs each year resulting in stress on pumps and motors and all the electrical equipment. The local utility provider company, NV Energy, has informed the center that they will no longer reset the fuse links on the poles until the power grid (owned by DOL) is repaired/upgraded. Outages effect student comfort especially during extreme temperature swings in the winter and summer. Electrical study was approved and conducted by a contracted vendor; a plan needs to be developed to repair/upgrade the system.

Have a licensed electrical contractor to provide design/build construction documents for repair/ upgrade the Center’s power grid.

R137407

ID

Year

$42,000

SITE

Center electrical power grid undersized for existing loads

Findings :

Recommendations :

Notes :

16.1.0 - ELECTRICAL (SITE)CATEGORY :2020

Page : 6 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

The Center lacks fencing or barriers to entry along approximately 1,000 FT of it's boundary.

Fencing is damaged, too low and/or removed or missing.

Along 1000 feet of Center property, remove old fencing and erect an eight foot high commercial grade galvanized chain link fence system. The installation shall include all line posts (2 inch x 10 ½ feet) with caps and all applicable hardware every 10 feet-0 inches, or as required by fence system manufacturer. On the interior face of the fence install a bottom and mid height rail and a top wire at the top of the fence installation. Fence mesh shall be 2 inch x 9 gauge. Provide installation of all corner posts, end posts, gate posts as needed. Contractor shall install fencing that adapts to existing contours permitting a 6 inch maximum gap between the existing grade and bottom of the fence. Contractor shall install fencing in compliance with manufacturer installation requirements and with adequate footings. Include four 3 foot wide by 8 foot high gates with pad lock capability where directed. Provide 4 new manually operated gates where indicated. Provide fencing along property line such that footings are on Job Corps property. Comply with all local building, zoning, and applicable regulatory requirements. Contractor is to visit site and provide proposal from actual conditions and measurements. Contractor is to provide installation and material warranties prior to final payment.

R137485

ID

Year

$98,931

SITE

Center boundaries are open

Findings :

Recommendations :

Notes :

02.3.1 - SITE FENCINGCATEGORY :2020

Page : 7 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIB

IIA

The mechanical space in the mezzanine above the restrooms is accessed through a ceiling access panel in the men's restroom. A portable ladder is used but there is no grab bar or rail on the mezzanine for easy and safe transfer from the ladder to the mezzanine floor. (IBC, 2015, 1013.3, Exception 5)

The mechanical room is not provided with heat detection. NFPA 101 requires that when an automatic detection system is required in a building, this area will have heat detection.

(NFPA 101, 2015, 39.3.4.1 and 9.6.2.9)

Install a 30 inch to 34 inch high metal safety handrail so one can grab the rail when emerging through the hatch. Securely install the rail to the mezzanine floor structure without damaging the mezzanine floor or hampering access panel operation.

Provide a heat detector in the mechanical room. Locate the device while taking in consideration for nuisance alarms from distributed heat. Connect the new detector to the building fire alarm system.

Install fire alarm cable in 1/2-inch EMT conduit. This work will be performed by a qualified fire alarm contractor who is familiar with the components of the building fire alarm system.

As of the July 2020 Facility Survey, this deficiency, identified in 2018, was still valid.

R

R

121576

121765

ID

Year

$1,344

$1,800

0001 - ADMINISTRATION

Access to attic lacks grab bar

Mechanical room lacks heat detector

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

01.2.0 - EGRESS

16.3.2 - FIRE ALARM (BLDG)

CATEGORY :

CATEGORY :

Estimated Amount

Funded Year:

Page : 8 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

The fire extinguishers located in this building were signed however not dated.

(NFPA 10, 2018, 7.2)

Inspect fire extinguishers at a maximum of 30-day intervals. Record the inspection date and sign the periodic inspection tag and affix it to the extinguishers. Include the inspection in the Center’s Maintenance Plan and update the Computerized Maintenance Management System to generate periodic work orders for this work.

O137358

ID

Year

0001 - ADMINISTRATION

Fire extinguisher periodic inspection tag must be signed and dated

Findings :

Recommendations :

Notes :

15.4.1 - FIRE PROTECTION (BLDG)CATEGORY :2020

Page : 9 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

IIA

VCT flooring at classrooms 120 and 126 is blistering due to deformation at concrete slab joints underneath the tiles.

The fire extinguishers located in this building had not been inspected in more than 30 days.

(NFPA 10, 2018, 7.2)

Remove 12 SF tiles from the affected area in each room. Grind the floor to a smooth finish. Clean the slab and install new 24 SF vinyl tiles with low VOC adhesive.

Inspect fire extinguishers at a maximum of 30-day intervals. Record the inspection date and sign the periodic inspection tag and affix it to the extinguishers. Include the inspection in the Center’s Maintenance Plan and update the Computerized Maintenance Management System to generate periodic work orders for this work.

As of the July 2020 Facility Survey, this deficiency, identified in 2014, was still valid.

R

O

101116

137359

ID

Year

$816

0002 - EDUCATION

VCT flooring blistering at slab joints

Fire extinguisher inspection interval exceeds 30 days

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

09.1.0 - FLOOR FINISHES

15.4.1 - FIRE PROTECTION (BLDG)

CATEGORY :

CATEGORY :

Estimated

Page : 10 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIB

IIIB

The water heater providing hot water to this building does not have a drain pan.

(IPC, 2018, 504.7)

Water heater providing hot water to this building do not appear to have had an annual periodic flushing/maintenance.

Provide water heater with a drain pan with drain pipe. The water heater shall be installed in a galvanized steel pan or other pans approved for such use. The drain pipe shall have a diameter of not less than ¾” inch. Drain pipe shall be extended to the nearest drain or through an outside wall to the ground in a manner that would not cause personal injury or damage to the building. The outlet shall never be directly connected to a drainage system; there must be a visible air gap when spilling into the floor drain.

Water heater in this building shall have its annual periodic flushing/maintenance or as prescribed by the manufacturer. Include these items in the Center's Computerized Maintenance Management Program.

O

O

137522

137523

ID

Year

0002 - EDUCATION

Water Heater does not have a drain pan.

Water heater lacks annual periodic flushing/maintenance

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.1.2 - PLUMBING FIXTURES

15.1.1 - WATER PLUMBING

CATEGORY :

CATEGORY :

Page : 11 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

IIIB

The fire extinguishers located in this building had not been inspected in more than 30 days.

(NFPA 10, 2018, 7.2)

Water heater providing hot water to this building do not appear to have had an annual periodic flushing/maintenance.

Inspect fire extinguishers at a maximum of 30-day intervals. Record the inspection date and sign the periodic inspection tag and affix it to the extinguishers. Include the inspection in the Center’s Maintenance Plan and update the Computerized Maintenance Management System to generate periodic work orders for this work.

Water heater in this building shall have its annual periodic flushing/maintenance or as prescribed by the manufacturer. Include these items in the Center's Computerized Maintenance Management Program.

O

O

137360

137524

ID

Year

0003 - EDUCATION

Fire extinguisher inspection interval exceeds 30 days

Water heater lacks annual periodic flushing/maintenance

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.4.1 - FIRE PROTECTION (BLDG)

15.1.1 - WATER PLUMBING

CATEGORY :

CATEGORY :

Page : 12 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

Health Services/Wellness Building 4 is located at a low point on site. The metal exterior has rusted at the bottom due to contact with moist grade and storm runoff standing against the building. In addition, the building gutters hidden behind metal fascia get clogged.

1. Create a U-shaped swale around the building with concrete or 12-inch half-round pipe to channel runoff from the main entrance to the back of the building. Discharge the swale into a 24-inch diameter sump, at least 36 inches deeper than the swale inlet, located adjacent to the male ward and install a 1/4 + horsepower sump pump. Pump discharge shall be piped as required to drain away from the building. Swales should be approximately 2 feet away from the building; slope the grade away from the building toward the swale at 5% slope. Provide 8-inch diameter concrete pipe culverts at the two side entrances with accessible walks to the entrances. The perimeter of the building is 320 feet and the size of the concrete walk at each of the two side entrances is approximately 5 feet x 10 feet. 2. Inspect and clean the hidden gutters (320 LF) to ensure proper drainage. 3. Remove rust from the metal exterior of the building (area of rust is approximately 300 SF). Clean and prepare the total exterior metal surface of the building (approximately 4,200 SF) with a pressure washer using TSP. Sand any remaining rust down to the bare metal, clean, prime the bare metal with rust inhibitive corrosion-resistant DTM or SW Procryl primer. Prime and paint with exterior grade rust inhibiting low VOC primer and paint. Then apply two good top coats of a quality 100% acrylic latex paint that is formulated specifically for metal siding. The area is subject to sandstorms; the paint should maintain its quality and rust inhibiting properties for a period of 10 years.

As of the July 2020 Facility Survey, this deficiency, identified in 2011, was still valid.

R85171

ID

Year

$33,818

0004 - WELLNESS

Grade drains towards building causing metal exterior to rust

Findings :

Recommendations :

Notes :

02.1.1 - SITE DRAINAGECATEGORY :2011

Page : 13 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

Glazing seal has failed at several windows allowing moisture between the two panes of glass. This makes the windows foggy and reduces the R value. 5 windows are affected - 3 in the break room and one each in the TEAP office and the adjacent storage room.

Inspect all exterior windows. Replace glazing in the above five and in additional windows found to have developed the problem. For estimating, a total of 10 windows (3 feet x 5 feet) is assumed.

Replace existing glazing with new double glazing (minimum R3) with secure seals. Water test to verify the effectiveness of the seal.

As of the July 2020 Facility Survey, this deficiency, identified in 2014, was still valid.

R101118

ID

Year

$13,170

0004 - WELLNESS

Deteriorated windows

Findings :

Recommendations :

Notes :

08.2.0 - WINDOWSCATEGORY :2014

Page : 14 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIB

Air is stagnant inside the Mechanical Room/Dental Pump Room.

(IMC, 2015, 403.3)

Install a 100 cfm exhaust fan with an integral grille above the ceiling and to be controlled by a wall switch. Provide an acoustically lined 8x6 transfer duct with two 8x6 transfer grilles, 10 feet of 6 inch round rigid hard duct, wall cap with back draft damper, power, disconnect and control in accordance with manufacturer's and NEC Requirements. Obtain minimum of one year parts and labor warranty from the installing contractor and upload an electronic copy of the warranty to the CRA website.

As of the July 2020 Facility Survey, this deficiency, identified in 2017, was still valid.

R120513

ID

Year

$2,478

0004 - WELLNESS

No ventilation in the Mechanical Room/Dental Pump Room

Findings :

Recommendations :

Notes :

15.3.3 - VENTILATIONCATEGORY :2017

Page : 15 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIB

Water heater providing hot water to this building do not appear to have had an annual periodic flushing/maintenance.

Water heater in this building shall have its annual periodic flushing/maintenance or as prescribed by the manufacturer. Include these items in the Center's Computerized Maintenance Management Program.

O137525

ID

Year

0004 - WELLNESS

Water heater lacks annual periodic flushing/maintenance

Findings :

Recommendations :

Notes :

15.1.1 - WATER PLUMBINGCATEGORY :2020

Page : 16 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIA

The flat portion of the roof leaks at pipe penetration joints. There are also roof leaks on to the corridor near the common restrooms.

The fire extinguishers located in this building had not been inspected in more than 30 days.

(NFPA 10, 2018, 7.2)

Remove existing flashing at pipe penetrations above Resident Living Manager's office and surrounding areas as well as the roof and roof/wall joints above the affected corridor. Inspect exposed areas for any damage and repair as needed. Install new flashing and seal with weather appropriate sealant. Quantity: Flashing at 8 pipe penetrations; 40 linear feet 8X8 metal flashing.

Inspect fire extinguishers at a maximum of 30-day intervals. Record the inspection date and sign the periodic inspection tag and affix it to the extinguishers. Include the inspection in the Center’s Maintenance Plan and update the Computerized Maintenance Management System to generate periodic work orders for this work.

As of the July 2020 Facility Survey, this deficiency, identified in 2018, was still valid.

R

O

121579

137361

ID

Year

$2,096

0005 - STUDENT SERVICES & SECURITY

Roof leaks at multiple locations

Fire extinguisher inspection interval exceeds 30 days

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

07.1.0 - ROOF REPAIR/REPLACEMENT

15.4.1 - FIRE PROTECTION (BLDG)

CATEGORY :

CATEGORY :

Estimated

Page : 17 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

IIIB

There is a leak above the ceiling at the outside corner of Room 167. The ceiling tiles in this area are stained.

The exhaust/return grilles are dirty in this building.

Investigate source of leak and patch or repair as needed. Provide new ceiling tiles to match surrounding.

Clean, paint or replace the exhaust/return grilles.

O

O

137483

137526

ID

Year

0005 - STUDENT SERVICES & SECURITY

Ceiling stained by leaks

Exhaust/return grilles dirty

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

07.1.0 - ROOF REPAIR/REPLACEMENT

15.3.3 - VENTILATION

CATEGORY :

CATEGORY :

Page : 18 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIIA

The Center is requesting to utilize its B1b to remove and replace the failed furnace providing heat to Building 5, Student Services. The furnace is approximately 17 years old. The unit is beyond repair and it would be cost-effective to replace the aged unit. Without heat or minimal heat in the building will create an unhealthy environment for both staff and students.

Procure services of a licensed HVAC/mechanical contractor to remove and replace the failed furnace. The new furnace shall have a heating capacity of 100 MBH with ECM motor. Contractor shall reconnect existing duct work, gas line and flu pipe to the new unit. Electrical power connection provided shall comply with the latest local, state, national code and NFPA requirements. New condensate drain line with deep seal trap shall be provided. Spill condensate over nearest floor drain. Contractor shall also install a carbon monoxide detector. Contractor shall provide new materials as required to have a satisfactory installation and operation. Unit efficiency shall meet the Energy Star requirements or higher. The failed unit shall be disposed by the contractor as per Center’s direction. Obtain minimum of one year parts and labor warranty from the installing contractor and upload an electronic copy of the warranty to the CRA website.

CRA ID 37194 B1b funding request to replace the failed furnace providing heat to Building 5, Student Services amounting to $3,881.57.

R138639

ID

Year

0005 - STUDENT SERVICES & SECURITY

CRA 37194 Heating furnace failed

Findings :

Recommendations :

Notes :

15.3.2 - HEATINGCATEGORY :2021

Page : 19 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IA

IIA

This is a request for supplemental funding to complete Deficiency 121775 for Manual fire alarm pull installation for Vocation A Building 6 at Cement Masonry exit. Funded amount was $1,210, an additional $1,899 is needed to complete this deficiency.

This deficiency was part of a bundled procurement where several deficiencies were grouped together. Funds are due to expire June 30th 2020, and given this is a safety issue, we wanted to get this completed as quickly as possible.

A manual fire alarm pull station is not provided at north exit door. NFPA 101 requires these to be provided in the natural exit egress path near each required exit from an area.

(NFPA 101, 2018, 15.3.4.2 and 9.6.2.3)

Provide supplemental funding.

Provide a manual pull station in the natural egress path within 5' of the identified exit door. Install fire alarm cable in 1/2" EMT conduit. This work shall be performed by a qualified fire alarm contractor who is familiar with the components of the building fire alarm system.

For costing, assume the installation of one fire alarm pull station, 20' of 1/2" EMT and 40' of fire alarm cable.

R

R

135350

137330

ID

Year

$1,899

$1,203

0006 - VOCATION (A)

CRAID 32854: Supplemental funding request (deficiency 121775, manual fire alarm pull installation)

Fire alarm system pull stations inadequate

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.4.1 - FIRE PROTECTION (BLDG)

16.3.2 - FIRE ALARM (BLDG)

CATEGORY :

CATEGORY :

Funded Year:

Page : 20 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

IIIB

The fire extinguishers located in this building had not been inspected in more than 30 days.

(NFPA 10, 2018, 7.2)

The exhaust/return grilles are dirty in this building.

Inspect fire extinguishers at a maximum of 30-day intervals. Record the inspection date and sign the periodic inspection tag and affix it to the extinguishers. Include the inspection in the Center’s Maintenance Plan and update the Computerized Maintenance Management System to generate periodic work orders for this work.

Clean, paint or replace the exhaust/return grilles.

O

O

137362

137527

ID

Year

0006 - VOCATION (A)

Fire extinguisher inspection interval exceeds 30 days

Exhaust/return grilles dirty

Findings :

Findings :

Recommendations :

Recommendations :

Notes :

Notes :

15.4.1 - FIRE PROTECTION (BLDG)

15.3.3 - VENTILATION

CATEGORY :

CATEGORY :

Page : 21 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

All exit signs in this building are not operational as required by code and determined by pressing the test button. Three exit signs are located in vacant area and two in the storages.

(NFPA 101, 2018, 7.10.5.1)

Provide five new light emitting diode (LED) exit signs at the identified locations to replace the existing signs. The new exit signs shall comply with National Electrical Code (NEC) and National Life Safety Code 101 (NFPA 101) code requirements, and shall have long life battery backup, test switch, and indicator light. Connect the new exit signs to the existing power source circuit serving the existing exit signs. Additionally, NFPA 101, 2018, 7.10.9 requires that inspection and functional testing be conducted for exit signs within maximum 30-day interval. The recurring maintenance requirement shall be added to the operator’s Computerized Maintenance Management System

(CMMS).

O137331

ID

Year

0007 - VOCATION (B)

All exit signs not operational

Findings :

Recommendations :

Notes :

16.2.4 - EMERGENCY/EXIT LIGHTINGCATEGORY :2020

Page : 22 of 121

Deficiency

ID

Class Resp.

Office

Findings / Recommendations Cost (Status)

IIA

IIB

The fire extinguishers located in this building had not been inspected in more than 30 days.

(NFPA 10, 2018, 7.2)

The closed cell insulation on outdoor condensing unit's refrigerant suction piping is deteriorating and has fallen off the piping. The condition exists on two air-cooled condensing units. This results in energy losses and reduced capacity.

(IECC, 2018, C403.11.3)

Inspect fire extinguishers at a maximum of 30-day intervals. Record the inspection date and sign the periodic inspection tag and affix it to the extinguishers. Include the inspection in the Center’s Maintenance Plan and update the Computerized Maintenance Management System to generate periodic work orders for this work.

Remove the damaged exterior insulation from the refrigerant suction piping of the two systems.

Insulate the suction piping with approximately two-40 LF of 1-inch thick elastomeric, closed cell insulation. Protect refrigerant insulation with aluminum weatherproof jacket.