DESIGN NARRITIVE.pdf

VA PROJECT NUMBER

PROJECT NAME

674-20-109 (2090.06) Improve Roads and Entrances CTX

SUBMITTAL Bid Documents SUBJECT Introduction Narrative

Introduction 1

Project Overview and Background

The A/E shall design a project to repair/replace roads to improve traffic circulation and accommodate increased traffic flow in accordance with VA guidelines and standards and other applicable regulations and homeland security requirement. This project replaces or repairs roads that are in poor condition and/or have exceeded its useful life. Refer to the Civil documents for a more detailed description of the project.

674-20-109 (2090.06) Improve Roads and Entrances CTX

SUBMITTAL Bid Documents SUBJECT Civil Design Narrative

Project Overview and Background

The focus of the project is the repair, replacement, or new paving for various parking lots, roads, and entrances to improve circulation and accommodate increased traffic flow. The project design for the asphalt pavement needing repair consists of milling, overlaying, and restriping of the existing asphalt pavement. The project design for the pavement needing full depth repair consists of complete removal and replacement of portions of the existing pavement and adjacent curbs. The project design for the new paving consists of new concrete pavement. The existing vertical and horizontal alignments are intended to remain unchanged unless re-grading is deemed necessary to correct drainage issues.

A more detailed summary of the scope is outlined below:

Reconstruction of Teague Place on the southern end of the campus from the southernmost main entrance to Road 11

· Demolition of the existing 24-ft to 28-ft wide asphalt roadway and adjacent concrete curb & gutter.

· New concrete pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· Remove & replace curb inlets along reconstructed roadway. Remove & replace storm pipes under reconstructed roadway, connecting the replaced curb inlets.

· Adjust elevations of existing features including sanitary sewer manhole rims, water valve boxes and sidewalks.

· New concrete pavement matching existing configuration & elevations at the drive leading to Building 158.

· Adjust the existing radius on the northwest corner of the intersection with

Road 5A to allow for delivery truck movements.

· New concrete pavement matching existing horizontal & vertical alignments at

Road 8B, leading to Building 163.

Reconstruction of Teague Place on the northern end of the campus from Road 6B to S 8th Street

· Demolition of the existing 28-ft wide asphalt roadway and adjacent concrete curb & gutter.

· New concrete pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· Remove & replace curb inlets along reconstructed roadway. Remove & replace storm pipes under reconstructed roadway, connecting the replaced curb inlets.

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SUBMITTAL Bid Documents SUBJECT Civil Design Narrative

· Adjust elevations of existing features including sanitary sewer manhole rims, water valve boxes and sidewalks.

· Demolition of the existing drive leading to Building 171. New concrete pavement for the reconfigured drive leading to Building 171. Reconfiguration intended to correct physical security issues.

· Remove & replace concrete curb & gutter along west end of S 8th Street.

Reconstruction of Road 2A

· Demolition of the existing 22-ft wide asphalt roadway and adjacent concrete curb & gutter.

· New concrete pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· Remove & replace curb inlets along reconstructed roadway. Remove & replace storm pipes under reconstructed roadway, connecting the replaced curb inlets.

· Adjust elevations of existing features including sanitary sewer manhole rims, water valve boxes and sidewalks.

· Remove & replace adjacent 48 parking spaces & dumpster pad with concrete pavement.

Reconstruction of Road 3A

· Demolition of the existing 28-ft wide asphalt roadway and adjacent concrete curb & gutter.

· New concrete pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· Remove & replace curb inlets along reconstructed roadway. Remove & replace storm pipes under reconstructed roadway, connecting the replaced curb inlets.

· Adjust elevations of existing features including sanitary sewer manhole rims, water valve boxes and sidewalks.

· Remove & replace adjacent 31 parking spaces with concrete pavement west of Building 221.

· Demolition of adjacent 18 parking spaces southwest of Building 221.

· Two new concrete pavement drives to connect Road 3A with Parking Lot E south of Building 221.

· Remove & replace portions of Road 1A & Road 1B with concrete pavement where they intersect Road 3A.

Reconstruction of Road 10 from Road 13 to Road 3A

· Demolition of the existing 24-ft wide asphalt roadway and adjacent concrete curb & gutter.

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SUBMITTAL Bid Documents SUBJECT Civil Design Narrative

· New concrete pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· Remove & replace curb inlets along reconstructed roadway. Remove & replace storm pipes under reconstructed roadway, connecting the replaced curb inlets.

· Adjust elevations of existing features including sanitary sewer manhole rims, water valve boxes and sidewalks.

Reconstruction of Road 11 from Road 4 to the eastern end of Building 147

· Demolition of the existing 28-ft wide asphalt roadway.

· New asphalt pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· New concrete gutter.

· Remove & replace grate inlets along reconstructed roadway. Remove & replace storm pipes under reconstructed roadway, connecting the replaced grate inlets.

· Adjust elevations of existing features including storm sewer inlets, sanitary sewer manhole rims, water valve boxes and sidewalks.

· Remove & replace adjacent 21 parking spaces south of Road 11 with asphalt pavement.

· Adjust the existing radius on the northwest corner of the intersection with

Road 4 to allow for vehicular movements.

Reconstruction of Road 4 from Road 13 to Road 11

· Demolition of the existing 28-ft wide asphalt roadway.

· New asphalt pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· New concrete curb & gutter.

· Adjust elevations of existing features including storm sewer inlets, sanitary sewer manhole rims, water valve boxes and sidewalks.

Reconstruction of Road 7 from Road 4A to Teague Place

· Demolition of the existing 28-ft wide asphalt roadway.

· New asphalt pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· New concrete curb & gutter.

· Remove & replace curb inlets along reconstructed roadway. Remove & replace storm pipes under reconstructed roadway, connecting the replaced curb inlets.

· Adjust elevations of existing features including sanitary sewer manhole rims, water valve boxes and sidewalks.

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SUBMITTAL Bid Documents SUBJECT Civil Design Narrative

· Remove & replace adjacent 33 parking spaces with asphalt pavement.

Reconstruction of Road 8 from Road 4A to Teague Place

· Demolition of the existing 22-ft wide asphalt roadway.

· New asphalt pavement matching existing horizontal alignment with vertical alignment with minimum 0.35% grade.

· New concrete curb & gutter.

· Remove & replace curb inlets along reconstructed roadway. Remove & replace storm pipes under reconstructed roadway, connecting the replaced curb inlets.

· Adjust elevations of existing features including sanitary sewer manhole rims, water valve boxes and sidewalks.

Mill, overlay, and restripe various parking lots

· Lot A – 272 proposed spaces in the parking lot south of Building 163, including adjacent Road 13

· Lot B – 104 proposed spaces in the parking lot west of Building 202 E, including adjacent Road 14

· Lot C – 78 proposed spaces in the parking lot west of Building 202 A

· Lot H – 13 proposed spaces in the parking lot southwest of Building 163

· Lot I – 84 proposed spaces in the parking lot east of Building 202 B

· Lot K – 13 proposed spaces in the parking lot between Building 146E &

Building 147

Paving/re-paving of various parking lots

· Lot J – 16 proposed parking spaces between Building 146W & Building 147.

Scope consists of pavement removal, new asphalt pavement, new concrete curb & gutter, and restriping.

· Lot L – 28 proposed parking spaces west of Building 63. Scope consists of pavement removal, new concrete pavement, and restriping. The gravel east of Building 63 will also be removed and replaced with new concrete pavement.

· Lot M – 28 proposed parking spaces east of Buildings 60 & 64. Scope consists of removal of existing gravel and replace with new concrete pavement and restriping. The new concrete pavement scope extends from

Building 62 to the northern property line.

· Lot N – 30 proposed parking spaces west of Building 60. Scope consists of pavement removal, new asphalt pavement, new concrete curb & gutter, and restriping.

· Lot O – 63 proposed parking spaces south of Building 171. Scope consists of pavement removal, new asphalt pavement, new concrete curb & gutter, and restriping.

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SUBMITTAL Bid Documents SUBJECT Civil Design Narrative

Construction Phasing

Phase 1

· Road 2A will be closed from the Bldg 171 rear driveway to Teague Place in

Step 1. Road 2A will be closed from the Bldg 171 rear driveway to Road 6B in

Step 2. All traffic will be detoured to Teague Place.

· Road 3A will be closed from Road 10 to Purple Heart Trail. All traffic will be detoured to Purple Heart Trail, the open segment of Road 3a, and Road 10.

· Road 7 will be closed from Road 4A to halfway through the intersection with

Road 9. All traffic will be detoured to Road 4A and Teague Place.

· Road 8 will be closed on the southern half from Road 4A to Road 9A in Step

1. Road 8 will be closed on the southern half from Road 9A to Teague Place in Step 2. All traffic will be detoured to Teague Place and Road 4A.

· No parking lots will be improved during Phase 1.

Phase 2

· Teague Place will be closed from W Ave U (South Entrance) to halfway through the intersection with Road 10. A portion of Teague Place near Road

8B will be divided into two subphases to allow continuous access to Road 8B.

All traffic will be detoured to Road 10 and the open segments of Teague

Place.

· Road 8B will be closed from Teague Place for about 180 linear feet. The northern half of Road 8B will be closed in Step 1. The southern half of Road

8B will be closed in Step 2. These subphases will allow continuous access to

Building 163.

· Road 3A will be closed from Road 6A to Road 1B. All traffic will be detoured to Road 1A, the open segments of Road 3A, and Purple Heart Trail.

· Road 3A will be closed on the western half from Building 221 to Teague Place in Step 1. Road 3A will be closed on the eastern half from the State Veterans

Home driveway to Teague Place in Step 2. Road 3A will be closed on the eastern half from Building 221 to the State Veterans Home driveway in Step

3.

· There will be temporary parking provided west of Building 221 during Phase

2. The main pedestrian walk to access Building 221 from the temporary parking will be completed as Step 4 during the weekend.

· Parking lots A & O will be improved during Phase 2.

Phase 3

674-20-109 (2090.06) Improve Roads and Entrances CTX

SUBMITTAL Bid Documents SUBJECT Civil Design Narrative

· Teague Place will be closed from W Ave U (North Entrance) to Road 3A in

Step 1. Teague Place will be closed from Road 3A to S 8th St in Step 2. All traffic will be detoured to Road 6A, Road 2A, the open segments of Road 3A, and the open segments of Teague Place.

· Road 3A will be closed on the southern half from Road 1A to halfway through the intersection with Road 10 in Step 1. Road 3A will be closed on the northern half from Road 1A to halfway through the intersection with Road 10 in Step 2. The main pedestrian walk to access Building 204 will be completed as Step 3 during the weekend. All traffic will be detoured to Purple Heart Trail, Road 10, and the open segments of Road 3A.

· Road 11 will be closed from Road 4 to the eastern edge Building 147. All traffic will be detoured to Road 13.

· Parking lot K will be improved during Phase 3.

Phase 4

· Road 10 will be closed on the eastern half from Road 13 to Road 3B in Step

1. Road 10 will be closed on the western half from Road 13 to Road 3B in

Step 2. The intersection with Road 11 will be completed as Step 3 during the weekend. All traffic will be detoured to Road 3A, the open segments of Road

10, and Road 11.

· Road 7 will be closed on the northern half from halfway through the intersection with Road 9 to Teague Place in Step 1. Road 7 will be closed on the southern half from halfway through the intersection with Road 9 to Teague

Place in Step 2. All traffic will be detoured to Road 4 and Teague Place.

· Road 8 will be closed on the northern half from Road 4A to Teague Place. All traffic will be detoured to Road 4A and Teague Place.

· Parking lots L, M, & N will be improved during Phase 4.

Phase 5

· Teague Place will be closed from halfway through the intersection with Road

10 to the Building 158 driveway in Step 1. Teague Place will be closed from the Building 158 driveway to Road 11 in Step 2. All traffic will be detoured to the open segments of Teague Place, Road 10, and Road 11.

· Road 4 will be closed from Road 13 to Road 11. All traffic will be detoured to

Road 10 and Road 11.

· Parking lots B, C, I, & J will be improved during Phase 5.

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SUBMITTAL Bid Documents SUBJECT Civil Design Narrative

Storm Drainage

The repaving of existing roads will require the replacement of storm sewer utilities. The repaving of existing parking lots will not require changes to storm sewer, unless otherwise noted on the plans.

New storm sewer inlets will be added to noted pavement areas with drainage issues.

Utilities

Sanitary sewer manholes and water valve boxes will be adjusted to match new pavement elevations.

Interference with existing light poles will be avoided whenever possible. Roadways to be reconfigured will require the relocation of any nearby existing light poles.

New electrical and telecommunication lines will be added to the powered gates in Parking Lot M.

674-20-109 (2090.06) Improve Roads and Entrances CTX

SUBJECT Environmental Design Narrative

Environmental 1

Riverfront Safety & Health, LC (Riverfront), a Service-Disabled Veteran Owned Small Business, has provided a limited asbestos & lead identification field survey in support of the 95% Construction Documents submittal for the Improve Roads and Entrances Project (VA Project 674-20-109) proposed at the Olin E. Teague VA Medical Center in Temple, Texas (The Project).

RSH performed an onsite inspection March 6th & 7th, 2023, in support of the 65% design submittal to identify the presence, location, quantity, and condition of lead and asbestos containing materials present within the pathways of The Project and which may be impacted during the execution of work. Asbestos sampling results were not available until after date of 65% submittal and have been incorporated into the 95% submittal documents. Currently, RSH understands the scope of work to be as follows:

Architect/Engineering services are required for the design to Improve Roads and Entrances Temple Campus which is located on the Central Texas Veterans Health Care System campus in Temple, Texas.

The scope is to design a project to repair/replace roads to improve traffic circulation and accommodate increased traffic flow in accordance with VA guidelines and standards and other applicable regulations and homeland security requirements. This project replaces or repairs roads that are in poor condition and/or have exceeded useful life.

Preliminary Assessment & Records Review

Historic asbestos and lead environmental reports have not been provided for areas likely to be impacted by The Project. Based on age of facility, and potential methodology of contract work, asbestos and lead containing materials are anticipated as present and likely impacted by The Project.

Limited Inspection Results (Asbestos, Lead, & Mold)

The limited asbestos and lead field survey was conducted by Mr. Eric Colombo and Mr. Cody Dey, both Missouri-licensed Asbestos Inspectors. Mr. Colombo is also an EPA accredited/Illinois-licensed Lead Risk Assessor and Asbestos Inspector. Both inspectors are accredited under the Asbestos Hazard Emergency Response Act (AHERA), U.S. Environmental Protection Agency Model Accreditation Program for Asbestos Building Inspectors. All work was performed under the supervision of a Certified Industrial Hygienist (CIH), Mr. Justin R. Rhyneer to ensure standard EPA-NESHAP/AHERA/OSHA field inspection and sampling methods were employed for representative project inspection.

Based on the approximate age of the roadways and parking lots and potential methodology of contract work, anticipated suspect materials included asphalt, concrete curbs, concrete pads, road sealant, and expansion caulks as well as potential Lead Based Paint (LBP) on any roadway or parking lot materials likely to be impacted by The Project.

This report summarizes asbestos and lead-related issues identified for this project. A total of 142 bulk asbestos samples and 146 XRF readings were collected in areas of The Project during the RSH site survey. These asbestos bulk samples consisted of asphalt core samples, concrete curbs, and various expansion caulks and sealants. Representative XRF shots were taken on all painted materials likely to be impacted during The Project.

Of these samples, a total of 22 asbestos bulk samples were positive for asbestos, with all positive samples being either concrete curbing, expansion caulking or expansion boards. The sampling results have been summarized in Tables 1 and 2 with the laboratory analytical reports and sample chains of custody contained in Appendix A.

The following generalized analysis is provided for your review and future design considerations related to potential asbestos, lead, and mold issues associated with The Project:

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Environmental 2

Multiple XRF lead shots were at or above the threshold of 1 mg/cm2 – these include yellow curb paint, red curb paint, and yellow parking lot or roadway paint, and white parking lot or roadway paint. These materials are widespread throughout areas likely to be impacted by the project, specifically throughout the entirety of Teague Road.

Multiple samples of expansion caulks and expansion boards throughout the project area are asbestos containing. These expansion caulks are found sporadically throughout roadways likely to be impacted by The Project and primarily exist between sections of concrete curbing on roadways. Expansion boards were observed specifically near Building 158, where the parking lot/roadway meets the building.

Two samples of concrete curb/gutter were found to be asbestos containing. One of the two samples was collected from a road near Building 171 and the other from the parking lots near Building 158. Only the curb/gutter on Teague Road near Building 171 is likely to be impacted by project activities.

Light poles likely to be impacted by The Project were visually inspected during the field visit. No suspect asbestos-containing caulks or other materials were present on these light poles.

Additionally, light poles were unpainted steel and are not suspected to be lead-containing.

It is currently unknown whether buildings or other structures will be impacted by The Project.

Sampling for lead and asbestos may be required where existing structures are impacted by The Project such as penetrations or demolition of materials. Subsurface drainage or stormwater tiles are not thought to be impacted by The Project.

Mold impacted roadway materials were not encountered. The known project work locations are not generally the types of locations where this issue presents, and a history of moisture sources and growth substrate are not thought present.

Recommended Response Actions

• Any suspected asbestos containing materials observed prior to or during demolition that have not been previously analyzed should be sampled to determine asbestos content. All work should stop until unknown materials have been sampled and determined by an accredited lab if asbestos is present.

• Asbestos containing Expansion Caulks and Expansion Boards, in good condition are in dispersed locations throughout The Project. Asbestos Expansion Caulks and Expansion Boards impacted by The Project should be abated by a licensed asbestos abatement contractor using licensed asbestos abatement workers.

• An asbestos containing sample of concrete curb/gutter, in good condition, was obtained near Building 171. Abatement is required at specific locations, as shown by the Hazardous Materials drawing(s), and work performed by a licensed asbestos abatement contractor and licensed asbestos abatement workers.

• Certain Red or Yellow Curb Paints and White or Yellow Striping Paints have been found to be lead-based paints. These paints should be abated in locations, as indicated on the Hazardous Materials drawing(s), by a licensed lead abatement contractor and licensed lead abatement workers.

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Environmental 3

Riverfront appreciates the opportunity to assist with this project. It is our intent that this information will assist with project development at this phase. Please feel free to contact us with any questions or concerns.

Sincerely, June 02, 2024 Justin R. Rhyneer, CIH Date Principal

Table 1: Asbestos Bulk Sampling Summary Table 2: Lead XRF Sampling Summary Appendix A: Asbestos Laboratory Results Appendix B: Professional Certifications

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SUBJECT Environmental Design Narrative – Table 1

Environmental - 1

TABLE 1: ASBESTOS BULK SAMPLING SUMMARY

Field Sampling on March 06 and 07, 2023

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

1 Concrete curb Road 7

CAT II

Non-

Friable Good

None Detected

2 Concrete curb Road 7

CAT II

Non-

Friable Good None

Detected

3 Concrete curb Road 7

CAT II

Non-

Friable Good None

Detected

4 Road asphalt core Road 7

CAT II

Non-

Friable Good None

Detected

5 Road asphalt core Road 7

CAT II

Non-

Friable Good None

Detected

6 Road asphalt core Road 7

CAT II

Non-

Friable Good None

Detected

7 Concrete curb Road 8

CAT II

Non-

Friable Good None

Detected

8 Concrete curb Road 8

CAT II

Non-

Friable Good None

Detected

9 Concrete curb Road 8

CAT II

Non-

Friable Good None

Detected

10 Curb Expansion joint seal Road 8

CAT II

Non-

Friable Good None

Detected

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Environmental - 2

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

11 Road asphalt core Road 8

CAT II

Non-

Friable Good None

Detected

12 Road asphalt core Road 8

CAT II

Non-

Friable Good None

Detected

13 Road asphalt core Road 8

CAT II

Non-

Friable Good None

Detected

14 Gray curb caulk Road 8

CAT II

Non-

Friable Good None

Detected

15 Gray curb caulk Road 8

CAT II

Non-

Friable Good None

Detected

16 Gray curb caulk Road 8

CAT II

Non-

Friable Good None

Detected

17 Road asphalt core

Parking lot near K

CAT II

Non-

Friable Good None

Detected

18 Road asphalt core

Parking lot near K

CAT II

Non-

Friable Good None

Detected

19 Road asphalt core

Parking lot near K

CAT II

Non-

Friable Good None

Detected

20 Road asphalt core Road 13

CAT II

Non-

Friable

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Environmental - 3

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

21 Road asphalt core Road 13

CAT II

Non-

Friable Good None

Detected

22 Road asphalt core Road 13

CAT II

Non-

Friable Good None

Detected

23 Concrete curb Road 13

CAT II

Non-

Friable Good None

Detected

24 Concrete curb Road 13

CAT II

Non-

Friable Good None

Detected

25 Concrete curb Road 13

CAT II

Non-

Friable Good None

Detected

26 Road asphalt core

Near road

CAT II

Non-

Friable Good None

Detected

27 Road asphalt core

Near road

CAT II

Non-

Friable Good None

Detected

28 Road asphalt core

Near road

CAT II

Non-

Friable Good None

Detected

29 Concrete curb Near road

CAT II

Non-

Friable Good None

Detected

30 Concrete curb Near road

CAT II

Non-

Friable

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Environmental - 4

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

31 Concrete curb Near road

CAT II

Non-

Friable Good None

Detected

32 Curb expansion caulk

Near road

CAT II

Non-

Friable Good None

Detected

33 Curb expansion caulk

Near road

CAT II

Non-

Friable Good None

Detected

34 Curb expansion caulk

Near road

CAT II

Non-

Friable Good 8%

Chrysotile

35 Road asphalt core

Parking lot near road

CAT II

Non-

Friable Good None

Detected

36 Road asphalt core

Parking lot near road

CAT II

Non-

Friable Good None

Detected

37 Road asphalt core

Parking lot near road

CAT II

Non-

Friable Good None

Detected

38 Concrete curb Parking lot near road

CAT II

Non-

Friable Good None

Detected

39 Concrete curb Parking lot near road

CAT II

Non-

Friable Good None

Detected

40 Concrete curb Parking lot near road

CAT II

Non-

Friable

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Environmental - 5

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

41 Road asphalt core

Road 10 parking lot

CAT II

Non-

Friable Good None

Detected

42 Road asphalt core

Road 10 parking lot

CAT II

Non-

Friable Good None

Detected

43 Road asphalt core

Road 10 parking lot

CAT II

Non-

Friable Good None

Detected

Concrete curb with expansion caulk

Road 10 parking lot

CAT II

Non-

Friable Good None

Detected

Concrete curb with expansion caulk

Road 10 parking lot

CAT II

Non-

Friable Good None

Detected

Concrete curb with expansion caulk

Road 10 parking lot

CAT II

Non-

Friable Good None

Detected

47 Expansion board

Parking lot near Building

CAT II

Non-

Friable Good 7%

Chrysotile

48 Expansion board

Parking lot near Building

CAT II

Non-

Friable Good 8%

Chrysotile

49 Expansion board

Parking lot near

Building

CAT II

Non-

Friable Good None

Detected

50 Concrete curb

Parking lot near

Building

CAT II

Non-

Friable

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Environmental - 6

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

51 Concrete curb

Parking lot near

Building

CAT II

Non-

Friable Good None

Detected

52 Concrete curb Parking lot near Building

CAT II

Non-

Friable Good 10%

Chrysotile

53 Curb expansion caulk

Parking lot near Building

CAT II

Non-

Friable Good 14%

Chrysotile

54 Curb expansion caulk

Parking lot near Building

CAT II

Non-

Friable Good 11%

Chrysotile

55 Curb expansion caulk

Parking lot near Building

CAT II

Non-

Friable Good 7%

Chrysotile

56 Road asphalt core

Parking lot near

Building

CAT II

Non-

Friable Good None

Detected

57 Road asphalt core

Parking lot near

Building

CAT II

Non-

Friable Good None

Detected

58 Road asphalt core

Parking lot near

Building

CAT II

Non-

Friable Good None

Detected

59 Road asphalt core Road 12

CAT II

Non-

Friable Good None

Detected

60 Road asphalt core Road 13

CAT II

Non-

Friable

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Environmental - 7

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

61 Road asphalt core

Parking near Road

CAT II

Non-

Friable Good None

Detected

62 Concrete curb Road 12

CAT II

Non-

Friable Good None

Detected

63 Concrete curb Road 13

CAT II

Non-

Friable Good None

Detected

64 Concrete curb Parking near Road

CAT II

Non-

Friable Good None

Detected

65 Curb expansion caulk Road 12

CAT II

Non-

Friable Good 7%

Chrysotile

66 Curb expansion caulk Road 13

CAT II

Non-

Friable Good 8%

Chrysotile

67 Curb expansion caulk

Parking near Road

CAT II

Non-

Friable Good 8%

Chrysotile

68 Road asphalt core

Road 11 &

CAT II

Non-

Friable Good None

Detected

69 Road asphalt core

Road 11 &

CAT II

Non-

Friable Good None

Detected

70 Road asphalt core

Road 11 &

CAT II

Non-

Friable

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Environmental - 8

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

71 Concrete curb Road 11 &

CAT II

Non-

Friable Good None

Detected

72 Concrete curb Road 11 &

CAT II

Non-

Friable Good None

Detected

73 Concrete curb Road 11 &

CAT II

Non-

Friable Good None

Detected

74 Curb expansion caulk

Road 11 &

CAT II

Non-

Friable Good None

Detected

75 Curb expansion caulk

Road 11 &

CAT II

Non-

Friable Good None

Detected

76 Curb expansion caulk

Road 11 &

CAT II

Non-

Friable Good None

Detected

77 Road asphalt core

Parking lot near Road

4 and Building 45

CAT II

Non-

Friable Good None

Detected

78 Road asphalt core

Parking lot near Road

4 and Building 45

CAT II

Non-

Friable Good None

Detected

79 Road asphalt core

Parking lot near Road

4 and Building 45

CAT II

Non-

Friable Good None

Detected

80 Road asphalt core

Roads 10 and 3A

CAT II

Non-

Friable

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 9

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

81 Road asphalt core

Roads 10 and 3A

CAT II

Non-

Friable Good None

Detected

82 Road asphalt core

Roads 10 and 3A

CAT II

Non-

Friable Good None

Detected

83 Concrete curb Roads 10 and 3A

CAT II

Non-

Friable Good None

Detected

84 Concrete curb Roads 10 and 3A

CAT II

Non-

Friable Good None

Detected

85 Concrete curb Roads 10 and 3A

CAT II

Non-

Friable Good None

Detected

86 Curb expansion caulk

Roads 10 and 3A

CAT II

Non-

Friable Good None

Detected

87 Curb expansion caulk

Roads 10 and 3A

CAT II

Non-

Friable Good None

Detected

88 Curb expansion caulk

Roads 10 and 3A

CAT II

Non-

Friable Good None

Detected

89 Road asphalt core

Road 6A or Parking near Building

CAT II

Non-

Friable Good None

Detected

90 Road asphalt core

Road 6A or Parking near Building

CAT II

Non-

Friable

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 10

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

91 Road asphalt core

Road 6A or Parking near Building

CAT II

Non-

Friable Good None

Detected

92 Concrete curb

Road 6A or Parking near Building

CAT II

Non-

Friable Good None

Detected

93 Concrete curb

Road 6A or Parking near Building

CAT II

Non-

Friable Good None

Detected

94 Concrete curb

Road 6A or Parking near Building

CAT II

Non-

Friable Good None

Detected

95 Curb expansion caulk

Road 6A or Parking near Building

CAT II

Non-

Friable Good 14%

Chrysotile

96 Curb expansion caulk

Road 6A or Parking near Building

CAT II

Non-

Friable Good 11%

Chrysotile

97 Curb expansion caulk

Road 6A or Parking near Building

CAT II

Non-

Friable Good 9%

Chrysotile

98 Road asphalt core

Teague, near

Building

CAT II

Non-

Friable Good None

Detected

99 Road asphalt core

Teague, near

Building

CAT II

Non-

Friable

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 11

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

100 Road asphalt core

Teague, near

Building

CAT II

Non-

Friable Good None

Detected

101 Concrete curb

Teague, near

Building

CAT II

Non-

Friable Good None

Detected

102 Concrete curb Teague, near Building

CAT II

Non-

Friable Good 7%

Chrysotile

103 Concrete curb

Teague, near

Building

CAT II

Non-

Friable Good None

Detected

104 Curb expansion caulk

Teague, near

Building

CAT II

Non-

Friable Good 8%

Chrysotile

105 Curb expansion caulk

Teague, near

Building

CAT II

Non-

Friable Good 9%

Chrysotile

106 Curb expansion caulk

Teague, near

Building

CAT II

Non-

Friable Good None

Detected

107 Roadway Sealant

Teague, near

Building

CAT II

Non-

Friable Good None

Detected

108 Roadway Sealant

Teague, near

Building

CAT II

Non-

Friable Good None

Detected

109 Roadway Sealant

Teague, near

Building

CAT II

Non-

Friable

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 12

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

110 Road asphalt core

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

111 Road asphalt core

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

112 Road asphalt core

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

113 Concrete curb

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

114 Concrete curb

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

115 Concrete curb

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

116 Curb expansion caulk

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

117 Curb expansion caulk

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

118 Curb expansion caulk

Road 6A (on campus map)

CAT II

Non-

Friable Good None

Detected

119 Road asphalt core Road 2A

CAT II

Non-

Friable

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 13

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

120 Road asphalt core Road 2A

CAT II

Non-

Friable Good None

Detected

121 Road asphalt core Road 2A

CAT II

Non-

Friable Good None

Detected

122 Concrete curb Road 2A

CAT II

Non-

Friable Good None

Detected

123 Concrete curb Road 2A

CAT II

Non-

Friable Good None

Detected

124 Concrete curb Road 2A

CAT II

Non-

Friable Good None

Detected

125 Road asphalt core

Teague, near large parking lot

NW

CAT II

Non-

Friable Good None

Detected

126 Road asphalt core

Teague, near large parking lot

NW

CAT II

Non-

Friable Good None

Detected

127 Road asphalt core

Teague, near large parking lot

NW

CAT II

Non-

Friable Good None

Detected

128 Concrete curb

Teague, near large parking lot

NW

CAT II

Non-

Friable Good None

Detected

129 Concrete curb

Teague, near large parking lot

NW

CAT II

Non-

Friable

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 14

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

130 Concrete curb

Teague, near large parking lot

NW

CAT II

Non-

Friable Good None

Detected

131 Curb expansion caulk

Teague, near large parking lot NW

CAT II

Non-

Friable Good 6%

Chrysotile

132 Curb expansion caulk

Teague, near large parking lot NW

CAT II

Non-

Friable Good 7%

Chrysotile

133 Curb expansion caulk

Teague, near large parking lot NW

CAT II

Non-

Friable Good 7%

Chrysotile

134 Road asphalt core

Teague, SW corner

CAT II

Non-

Friable Good None

Detected

135 Road asphalt core

Teague, SW corner

CAT II

Non-

Friable Good None

Detected

136 Road asphalt core

Teague, SW corner

CAT II

Non-

Friable Good None

Detected

137 Concrete curb Teague, SW corner

CAT II

Non-

Friable Good None

Detected

138 Concrete curb Teague, SW corner

CAT II

Non-

Friable Good None

Detected

139 Concrete curb Teague, SW corner

CAT II

Non-

Friable

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 15

Sample No.

Material Description

Sample Location

Category Homogenous Area

Condition Quantity Asbestos Content

140 Curb expansion caulk

Teague, SW corner

CAT II

Non-

Friable Good 13%

Chrysotile

141 Curb expansion caulk

Teague, SW corner

CAT II

Non-

Friable Good 14%

Chrysotile

142 Curb expansion caulk

Teague, SW corner

CAT II

Non-

Friable Good 10%

Chrysotile

Notes:

1) Positive ACM samples are noted in bold type.

2) An asbestos-containing material is defined as a material that contains greater than 1% asbestos.

3) A friable asbestos-containing material is a material than can be pulverized, crumbled, or reduced to powder by hand pressure.

Likewise, a non-friable asbestos-containing material is a material than cannot be pulverized, crumbled, or reduced to powder by hand pressure.

674-20-109 (2090.06) Improve Roads and Entrances CTX

SUBJECT Environmental Design Narrative – Table 2

Environmental - 1

TABLE 2: LEAD XRF SAMPLING SUMMARY

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

387 N/A N/A N/A Calibration N/A N/A N/A 1

388 N/A N/A N/A Calibration N/A N/A N/A 0.9

389 N/A N/A N/A Calibration N/A N/A N/A 0.9

390 N/A Road 7 N/A White stripe Asphalt Intact White 0.2

391 N/A Road 7 N/A White stripe Asphalt Intact White 0.1

392 N/A Road 7 N/A White stripe Asphalt Intact White 0

393 N/A Road 7 N/A Yellow curb Concrete Intact Yellow 0.1

394 N/A Road 7 N/A Yellow curb Concrete Intact Yellow 0

395 N/A Road 7 N/A Yellow curb Concrete Intact Yellow 0.2

396 N/A Road 8 N/A Yellow curb Concrete Intact Yellow 0.1

397 N/A Road 8 N/A Yellow curb Concrete Intact Yellow 0.1

398 N/A Road 8 N/A Yellow curb Concrete Intact Yellow 0

399 N/A Road 8 N/A Red Curb Concrete Intact Red 0.1

400 N/A Road 8 N/A Red Curb Concrete Intact Red 0.2

401 N/A Road 8 N/A Red Curb Concrete Intact Red 0.3

402 N/A Parking lot near K N/A Yellow Line Asphalt Intact Yellow 0.1

403 N/A Parking lot near K N/A Yellow Line Asphalt Intact Yellow 1.6

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 2

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

404 N/A Parking lot near K N/A Yellow Line Asphalt Intact Yellow 0.3

405 N/A Parking lot near K N/A White Line Asphalt Intact White 0.1

406 N/A Parking lot near K N/A White Line Asphalt Intact White 0.4

407 N/A Parking lot near K N/A White Line Asphalt Intact White 0.6

408 N/A N/A N/A Calibration N/A N/A N/A 1

409 N/A N/A N/A Calibration N/A N/A N/A 1

410 N/A N/A N/A Calibration N/A N/A N/A 1.1

411 N/A Road 13 N/A Red Curb Concrete Intact Red 0

412 N/A Road 13 N/A Red Curb Concrete Intact Red 0.1

413 N/A Road 13 N/A Red Curb Concrete Intact Red 1.4

414 N/A Road 13 N/A Yellow curb Concrete Intact Yellow 0.1

415 N/A Road 13 N/A Yellow curb Concrete Intact Yellow 0.1

416 N/A Road 13 N/A Yellow curb Concrete Intact Yellow 0.3

417 N/A N/A N/A VOID N/A N/A N/A N/A

418 N/A Road 13 N/A Yellow Line Asphalt Intact Yellow 0.5

419 N/A Road 13 N/A Yellow Line Asphalt Intact Yellow 0.1

420 N/A Road 13 N/A Yellow Line Asphalt Intact Yellow 0.3

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 3

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

421 N/A Road 13 N/A White Line Asphalt Intact White 0.3

422 N/A Road 13 N/A White Line Asphalt Intact White 0.2

423 N/A Road 13 N/A White Line Asphalt Intact White 0.1

424 N/A Road 14 N/A Red Curb Concrete Intact Red 0.3

425 N/A Road 14 N/A Red Curb Concrete Intact Red 0.2

426 N/A Road 14 N/A Red Curb Concrete Intact Red 0.2

427 N/A Road 14 N/A Yellow curb Concrete Intact Yellow 0.6

428 N/A Road 14 N/A Yellow curb Concrete Intact Yellow 0.7

429 N/A Road 14 N/A Yellow curb Concrete Intact Yellow 1

430 N/A Road 14 N/A White Line Asphalt Intact White 0.1

431 N/A Road 14 N/A White Line Asphalt Intact White 0.2

432 N/A Road 14 N/A White Line Asphalt Intact White 0.4

433 N/A Parking lot near road

N/A White Line Asphalt Intact White 0.1

434 N/A Parking lot near road

N/A White Line Asphalt Intact White 0.1

435 N/A Parking lot near road

N/A White Line Asphalt Intact White 0.1

436 N/A Road 10 parking lot N/A Red Curb Concrete Intact Red 0.1

437 N/A N/A N/A VOID N/A N/A N/A

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 4

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

438 N/A N/A N/A VOID N/A N/A N/A

439 N/A N/A N/A Calibration N/A N/A N/A 0.6

440 N/A N/A N/A Calibration N/A N/A N/A 1

441 N/A N/A N/A Calibration N/A N/A N/A 1

442 N/A Road 10 parking lot N/A Red Curb Concrete Intact Red 1.7

443 N/A Road 10 parking lot N/A Red Curb Concrete Intact Red 0.1

444 N/A Road 10 parking lot N/A White Line Asphalt Intact White 0

445 N/A Road 10 parking lot N/A White Line Asphalt Intact White 0.1

446 N/A Road 10 parking lot N/A White Line Asphalt Intact White 0.1

447 N/A

Parking lot near

Building

N/A Red Curb Concrete Intact Red 0

448 N/A

Parking lot near

Building

N/A Red Curb Concrete Intact Red 0.2

449 N/A

Parking lot near

Building

N/A Red Curb Concrete Intact Red 0

450 N/A

Parking lot near

Building

N/A White Line Asphalt Intact White 0

451 N/A

Parking lot near

Building

N/A White Line Asphalt Intact White 0.1

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 5

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

452 N/A Parking lot near Building

N/A White Line Asphalt Intact White 0.1

453 N/A

Parking lot near

Building

N/A Blue Handicap sign paint Asphalt Intact Blue 0

454 N/A

Parking lot near

Building

N/A Blue Handicap sign paint Asphalt Intact Blue 0.1

455 N/A Parking lot near B 158 N/A Blue Handicap sign paint Asphalt Intact Blue 0.2

456 N/A N/A N/A Calibration N/A N/A N/A 1.1

457 N/A N/A N/A Calibration N/A N/A N/A 1

458 N/A N/A N/A Calibration N/A N/A N/A 1

459 N/A Roads 12 & 13 N/A Red Curb Concrete Intact Red 0

460 N/A Roads 12 & 13 N/A Red Curb Concrete Intact Red 0.1

461 N/A Roads 12 & 13 N/A Red Curb Concrete Intact Red 0

462 N/A Roads 12 & 13 N/A Yellow Curb Concrete Intact Yellow 0.1

463 N/A Roads 12 & 13 N/A Yellow Curb Concrete Intact Yellow 0.1

464 N/A Roads 12 & 13 N/A Yellow Curb Concrete Intact Yellow 0.1

465 N/A Roads 12 & 13 N/A White Line Asphalt Intact White 0

466 N/A Roads 12 & 13 N/A White Line Asphalt Intact White 0.1

467 N/A Roads 12 & 13 N/A White Line Asphalt Intact White 0.2

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 6

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

468 N/A Roads 11 & 4 N/A Red Curb Concrete Intact Red 0.7

469 N/A Roads 11 & 4 N/A Red Curb Concrete Intact Red 0

470 N/A Roads 11 & 4 N/A Red Curb Concrete Intact Red 0

471 N/A Roads 11 & 4 N/A Yellow Curb Concrete Intact Yellow 0.2

472 N/A Roads 11 & 4 N/A Yellow Curb Concrete Intact Yellow 0.1

473 N/A Roads 11 & 4 N/A Yellow Curb Concrete Intact Yellow 0.3

474 N/A Roads 11 & 4 N/A White Line Asphalt Intact White 0.4

475 N/A Roads 11 & 4 N/A White Line Asphalt Intact White 0.2

476 N/A Roads 11 & 4 N/A White Line Asphalt Intact White 0.1

477 N/A Roads 11 & 4 N/A Blue Handicap sign paint Asphalt Intact Blue 0

478 N/A Roads 11 & 4 N/A Blue Handicap sign paint Asphalt Intact Blue 0

479 N/A Roads 11 & 4 N/A Blue Handicap sign paint Asphalt Intact Blue 0.1

480 N/A Parking lot near Road

4 and Building 45

N/A White Stripe Asphalt Intact White 0

481 N/A Parking lot near Road

4 and Building 45

N/A White Stripe Asphalt Intact White 0.1

482 N/A Parking lot near Road

4 and Building 45

N/A White Stripe Asphalt Intact White -0.1

483 N/A Roads 10 and 3A N/A Red Curb Concrete Intact Red 0.7

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 7

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

484 N/A Roads 10 and 3A N/A Red Curb Concrete Intact Red 0.1

485 N/A Roads 10 and 3A N/A Red Curb Concrete Intact Red 0.1

486 N/A Roads 10 and 3A N/A Yellow Curb Concrete Intact Yellow 0.3

487 N/A Roads 10 and 3A N/A Yellow Curb Concrete Intact Yellow 0.1

488 N/A Roads 10 and 3A N/A Yellow Curb Concrete Intact Yellow 0.2

489 N/A Roads 10 and 3A N/A White Line Asphalt Intact White 0.3

490 N/A Roads 10 and 3A N/A White Line Asphalt Intact White 0

491 N/A Roads 10 and 3A N/A White Line Asphalt Intact White 0

492 N/A

Road 6A or Parking near Building

N/A Red Curb Concrete Intact Red -0.1

493 N/A

Road 6A or Parking near Building

N/A Red Curb Concrete Intact Red 0.1

494 N/A

Road 6A or Parking near Building

N/A Red Curb Concrete Intact Red 0.4

495 N/A

Road 6A or Parking near Building

N/A Yellow Curb Concrete Intact Yellow 2.5

496 N/A

Road 6A or Parking near Building

N/A Yellow Curb Concrete Intact Yellow 1.7

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 8

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

497 N/A

Road 6A or Parking near Building

N/A Yellow Curb Concrete Intact Yellow 0.9

498 N/A

Road 6A or Parking near Building

N/A White Line Asphalt Intact White 0.3

499 N/A

Road 6A or Parking near Building

N/A White Line Asphalt Intact White 0.9

500 N/A

Road 6A or Parking near Building

N/A White Line Asphalt Intact White 0.2

501 N/A Teague, near Building

N/A Red Curb Concrete Intact Red 0.4

502 N/A Teague, near Building

N/A Red Curb Concrete Intact Red 0.1

503 N/A Teague, near Building

N/A Red Curb Concrete Intact Red 0

504 N/A Teague, near Building

N/A Yellow Curb Concrete Intact Yellow 0.1

505 N/A Teague, near Building

N/A Yellow Curb Concrete Intact Yellow 0

506 N/A Teague, near Building

N/A Yellow Curb Concrete Intact Yellow 0.1

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 9

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

507 N/A Teague, near Building

N/A Yellow Line Asphalt Intact Yellow 0.1

508 N/A Road 6A

(on campus map)

N/A Yellow Curb Concrete Intact Yellow 0

509 N/A Road 6A

(on campus map)

N/A Yellow Curb Concrete Intact Yellow 0.1

510 N/A Road 6A

(on campus map)

N/A Yellow Curb Concrete Intact Yellow 0.2

511 N/A Road 6A

(on campus map)

N/A White Line Asphalt Intact White 0.2

512 N/A Road 6A

(on campus map)

N/A White Line Asphalt Intact White 0.5

513 N/A Road 6A

(on campus map)

N/A White Line Asphalt Intact White 0.3

514 N/A Road 2A N/A Red Curb Concrete Intact Red 0.1

515 N/A Road 2A N/A Red Curb Concrete Intact Red 0.1

516 N/A Road 2A N/A Red Curb Concrete Intact Red 0

517 N/A Road 2A N/A Yellow Curb Concrete Intact Yellow 0.9

518 N/A Road 2A N/A Yellow Curb Concrete Intact Yellow 1

519 N/A Road 2A N/A Yellow Curb Concrete Intact Yellow 0.9

520 N/A Road 2A N/A White Line Asphalt Intact White 0.2

521 N/A Road 2A N/A White Line Asphalt Intact White 0.1

522 N/A Road 2A N/A White Line Asphalt Intact White 2.6

674-20-109 (2090.06) Improve Roads and Entrances CTX

Environmental - 10

Sample No.

Floor Area

Sample Location

Side Component Substrate Condition Color Result (mg/cm²)

523 N/A Teague, near large parking lot

NW

N/A Red Curb Concrete Intact Red 0.5

524 N/A Teague, near large parking lot

NW

N/A Red Curb Concrete Intact Red 1.4

525 N/A Teague, near large parking lot

NW

N/A Red Curb Concrete Intact Red 1.5

526 N/A Teague, near large parking lot

NW

N/A Yellow Curb Concrete Intact Yellow 0.3

527 N/A Teague, near large parking lot

NW

N/A Yellow Curb Concrete Intact Yellow 0.1

528 N/A Teague, near large parking lot

NW

N/A Yellow Curb Concrete Intact Yellow 0.3

529 N/A Teague, near large parking lot

NW

N/A Yellow Line Asphalt Intact Yellow 0

530 N/A Teague, SW corner N/A Yellow Curb Concrete Intact Yellow 0.9

531 N/A Teague, SW corner N/A Yellow Curb Concrete Intact Yellow 0.1

532 N/A Teague, SW corner N/A Yellow Curb Concrete Intact Yellow 0.4

533 N/A Teague, SW corner N/A Yellow Line Asphalt Intact Yellow 0.1

Notes:

1) Elevated samples are noted in red type.

2) Elevated samples exceed EPA lead concentration of 1.0 mg/cm2

3) Assumed samples are highlighted.

EMSL Analytical, Inc.

100 Green Park Industrial Court Saint Louis, MO 63123

Tel/Fax: (314) 577-0150 / (314) 776-3313 http://www.EMSL.com / saintlouislab@emsl.com

392302814EMSL Order:

Customer ID: RIVF72

Customer PO:

Project ID:

Attention: Phone:eric colombo (314) 440-7966

Fax:Riverfront Safety & Health, LLC (314) 436-9733

Received Date:11140 South Towne Square, Suite 100 03/13/2023 9:10 AM

Analysis Date:Saint Louis, MO 63123 03/14/2023

Collected Date:

Project: SH1814 VAMC Temple, TX Improve Roads & Entrances

Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E

Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy

Sample Description Appearance % Fibrous % Non-Fibrous

Non-Asbestos Asbestos

% Type

392302814-0001

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0002

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0003

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0004

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0005

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0006

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0007

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0008

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0009

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0010

None DetectedNon-fibrous (Other)12%Cellulose88%Brown

Fibrous

Homogeneous

392302814-0011

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0012

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0013

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0014

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

392302814-0015

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

392302814-0016

None DetectedNon-fibrous (Other)100%Gray

Non-Fibrous

Homogeneous

Initial report from: 03/14/2023 18:58:04

Page 1 of 9ASB_PLM_0008_0001 - 1.78 Printed: 3/14/2023 5:58 PM

Tel/Fax: (314) 577-0150 / (314) 776-3313 http://www.EMSL.com / saintlouislab@emsl.com

392302814EMSL Order:

Customer ID: RIVF72

Customer PO:

Project ID:

Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E

Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy

Sample Description Appearance % Fibrous % Non-Fibrous

Non-Asbestos Asbestos

% Type

392302814-0017

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0018

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0019

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0020

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0021

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0022

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0023

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0024

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0025

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0026

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0027

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0028

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0029

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0030

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0031

None DetectedNon-fibrous (Other)100%Various

Non-Fibrous

Homogeneous

392302814-0032

None DetectedNon-fibrous (Other)11%Cellulose89%Brown

Fibrous

Homogeneous

392302814-0033

None DetectedNon-fibrous (Other)14%Cellulose86%Brown

Fibrous

Homogeneous

392302814-0034

8% ChrysotileNon-fibrous (Other)92%Various

Non-Fibrous

Homogeneous

39…