AG-05K3-S-13-0018-Amendment1.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICAITON NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicble)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICIATION NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a)By completing items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment your desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPIRATION DATA (If required)

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc. ) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

14. DESCRIPTION OF AMENDMENT/MODIFICATION ( Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

1 16

1 Aug 16, 2013

USDA Forest Service Gifford Pinchot National Forest 10600 NE 51st Circle Vancouver, WA 98682

AG-05K3-S-13-0018

Jul 23, 2013

Cascade Peaks Site Development for Building Installation

This amendment provides numerous changes to the project specifications. Please see attached for a summary of changes.

Also attached are reports regarding the Government furnished aggregate that will be used for structural fill material.

Finally, also added by way of this amendment are hazardous material reports for the structure to be decommissioned as part of this project. The proposal due date is extended until August 29, 2013. No other changes are made by way of this amendment.

Justin Holder

Amendments to Site Development Contract

Section 033000- Cast-IN-Place-Concrete

- 033000.3.14.A- Remove

Section 311000- Site Clearing

- 311000.3.2.A- Remove existing and replace with the following, “No existing utilities near the new building project site. Utilities at the existing structure are not in service and should be decommissioned with the structure if Optional Item Number 1 is awarded.”

- 311000.3.2.A.1- Remove

- 311000.3.4.C- Remove

Section 312213- Grading

- 312213.3.3.A- Remove existing and replace with the following, “Inspection and testing of soil compaction to be carried out by testing laboratory designated by contractor. “

- 312213.3.4.A- Remove existing and replace with the following, “Remove surplus material and material not suitable for fill, grading, or landscaping to designated waste site off of Forest Service Road 2560.

Section 312316- Excavation

- 312316.1.3.B- Remove existing and replace with the following, “The Government will provide testing information for material that will be government supplied and can be used on the project site.”

- 312316.1.4.A- Remove existing and replace with the following, “At footing subgrades, at least three tests of each soil stratum will be performed to verify design bearing capacities.”

- 312316.1.6.A.1- Remove existing and replace with the following, “The contractor will use the Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201. Provide 3 inch thick base, unless noted otherwise.”

- 312316.1.6.B.1- Add the following, “Fill and backfill material can also consist of the Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201.”

- 312316.1.6.B.3.a- Remove existing and replace with the following, “ Provide suitable materials obtained from the Project Site excavations for earthwork and fill materials. IF excavated materials are not of suitable quality or sufficient quantity then use the

AG-05K3-S-13-0018-Amendment1 2

Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201.”

- 312316.1.6.B.3.b- Remove

- 312316.1.6.B.4- Remove

- 312316.1.7.A.1- Remove “imported fill material” and replace with “Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201.”

- 312316.1.7.A.3- Remove

- 312316.2.1.C- Add at the end of this section, “Other acceptable material includes

Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201.”

- 312316.2.1.D- Add at the end of this section, “Other acceptable material includes Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201.”

- 312316.2.1.E.1- Add at the end of this section, “Other acceptable material includes Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201.”

- 312316.2.1.F.1- Add at the end of this section, “Other acceptable material includes Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201.”

- 312316.3.5.K- Add at the end of this section, “to designated waste site off of Forest Service Road 2560.”

- 312316.3.5.O- Add at the end of this section, “to designated waste site off of Forest Service Road 2560.”

- 312316.3.9- Remove

Section 312317- Trenching

- 312317.1.5.A- Remove existing and replace with the following, “No existing utilities near the new building project site. Utilities at the existing structure are not in service and should be decommissioned with the structure if Optional Item Number 1 is awarded.”

- 312317.1.5.A.1- Remove

- 312317.1.5.A.2- Remove

- 312317.1.5.B- Remove last sentence.

- 312317.2.1.A- Add at the end of this section, “Other acceptable material includes

Government supplied crushed aggregate material that is located at the rock quarry on Forest Service Road 25000201.”

- 312317.2.1.B- Add at the end of this section, “Other acceptable material includes Government supplied crushed aggregate material that is located at the rock quarry on

AG-05K3-S-13-0018-Amendment1 3

- 312317.2.1.C- Add at the end of this section, “Other acceptable material includes Government supplied crushed aggregate material that is located at the rock quarry on

Section 312318- Rock Removal

- 312318.3.4.B- Remove existing and replace with the following, “Request visual inspection of foundation bearing surfaces by Contracting Officer before installation of subsequent work.

Section 312323- Fill

- 312323.3.3.J- Add at the end of this section, “to designated waste site off of Forest Service Road 2560.”

Section 321123- Aggregate Base Course

- 321123.1.3- Remove

- 321123.2.2- Remove

- 321123.3.5.A- Remove existing and replace with the following, “Compaction testing will be to be carried out by testing laboratory designated by contractor.”

Section 321216- Asphalt Paving

- 321216.3.13.A- Remove existing and replace with the following, “Testing Laboratory:

Contractor will engage a qualified testing laboratory to perform tests and inspections.

AG-05K3-S-13-0018-Amendment1 4

MATERIAL DATA

LABORATORY TEST DATA

maximum dry density = 135.6 pcf SIEVE optimum moisture content = 7.8% US mm actual max min

6.00" 150.0

4.00" 100.0

3.00" 75.0 u v w x y 2.50" 63.0

% m = 4.4% 6.5% 7.9% 10.0% 11.4% 2.00" 50.0

DD = 123.1 130.0 131.5 130.9 127.4 1.75" 45.0

1.50" 37.5

1.25" 31.5 100%

1.00" 25.0 98%

7/8" 22.4

3/4" 19.0 87%

5/8" 16.0

1/2" 12.5 64%

3/8" 9.50 54%

1/4" 6.30 40%

#4 4.75 34%

#8 2.36

#10 2.00 21%

#16 1.18

#20 0.850 14%

#30 0.600

#40 0.425 10%

#50 0.300

#60 0.250 8%

#80 0.180

#100 0.150

#140 0.106

#170 0.090

#200 0.075 5.0%

DATE TESTED TESTED BY

COLUMBIA WEST ENGINEERING, INC. authorized signature

HDG

PERCENT PASSING

SPECS SIEVE SIZE

S A

N D

08/09/13

ASTM D1557 Method C, D4718 oversize correction, prepared dry, mechanical compaction, sector face rammer

MAX DRY DENSITY AND OPTIMUM MOISTURE

132.1 pcf

SIEVE DATA

SPECIFICATIONS

MATERIAL SOURCE

PROJECT NO.

13176

LAB ID

S13-450

USCS SOIL TYPE

SAMPLED BY

n/a

FIELD ID REPORT DATE

08/14/13

USFS road 2500201

AASHTO SOIL TYPE

Heath Cameron, EIT

MSH NVM

42218 NE Yale Bridge Road

Amboy, Washington 98601

MOISTURE-DENSITY RELATIONSHIP

no data provided client06/20/13

Cascade Peaks Information Station

Mount St. Helens National Monument

USFS 99 Road, mile post 11

MATERIAL SAMPLED

3/4"- 0 crushed aggregate

DATE SAMPLED

PROJECT CLIENT

no data provided

OVERSIZE CORRECTION

none maximum dry density =

TEST STANDARD AND SAMPLE PREPARATION

DATA POINTS

8.6%

G R

A V

E L assumed specific gravity of coarse aggregate = 2.65 oversize (% retained on 3/4-inch sieve) = 13% assumed absorption of coarse aggregate = 2.0% optimum moisture content =

This report may not be reproduced except in full without prior written authorization by Columbia West Engineering, Inc.

120.0

124.0

128.0

132.0

136.0

140.0

3% 5% 7% 9% 11% 13% d ry d e n s it y p c f moisture, %

MOISTURE-DENSITY RELATIONSHIP

proctor data points compaction curve maximum dry density zero air voids lines

2.6 2.7 2.8 2.9

11917 NE 95th Street, Vancouver, Washington 98682 Phone: 360-823-2900, Fax: 360-823-2901 www.columbiawestengineering.com

CWE-s13-r04/13

AG-05K3-S-13-0018-Amendment1 5 initial dry mass (g) = 5971.7 % sieve loss = 0.09% % gravel = 66.3% as-received moisture content = n/a coefficient of curvature, CC = 3.22 % sand = 28.7% liquid limit = n/a coefficient of uniformity, CU = 29.37 % silt and clay = 5.0% plastic limit = n/a effective size, D(10) = 0.382 mm plasticity index = n/a D(30) = 3.712 mm fineness modulus = n/a D(60) = 11.207 mm

US mm act. interp. max min

6.00" 150.0 100%

4.00" 100.0 100%

3.00" 75.0 100%

2.50" 63.0 100%

2.00" 50.0 100%

1.75" 45.0 100%

1.50" 37.5 100%

1.25" 31.5 100%

1.00" 25.0 98%

7/8" 22.4 94%

3/4" 19.0 87%

5/8" 16.0 78%

1/2" 12.5 64%

3/8" 9.50 54%

1/4" 6.30 40%

#4 4.75 34%

#8 2.36 23%

#10 2.00 21%

#16 1.18 16%

#20 0.850 14%

#30 0.600 12%

#40 0.425 10%

#50 0.300 9%

#60 0.250 8%

#80 0.180 7%

#100 0.150 7%

#140 0.106 6%

#170 0.090 6%

#200 0.075 5.0%

DATE TESTED

COLUMBIA WEST ENGINEERING, INC. authorized signature

3/4"- 0 crushed aggregate

MATERIAL SAMPLED

no data provided

TESTED BY

DGJ

SPECIFICATIONS AASHTO SOIL TYPE

MATERIAL SOURCE

no data providedUSFS road 2500201

08/14/13

06/20/13

DATE SAMPLED

USCS SOIL TYPE

SAMPLED BY

PROJECT CLIENT PROJECT NO.

FIELD ID

13176 S13-450

LAB ID

REPORT DATE

This report may not be reproduced except in full without prior written authorization by Columbia West Engineering, Inc.

ADDITIONAL DATA SIEVE DATA

TEST PROCEDURE

ASTM C136, C117

LABORATORY EQUIPMENT

Rainhart "Mary Ann" Sifter 637

08/08/13

S A

N D

G R

A V

E L none

SIEVE SIZE

PERCENT PASSING

SIEVE SPECS

PARTICLE-SIZE ANALYSIS REPORT

Cascade Peaks Information Station

Mount St. Helens National Monument

USFS 99 Road, mile post 11

Heath Cameron, EIT

MSH NVM

42218 NE Yale Bridge Road

Amboy, Washington 98601 n/a client

4"

3"

2½

2"

1¾

1½

1¼

1"

7/ 8"

3/

5/

1/

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.010.101.0010.00100.00 p a s s in g particle size (mm)

GRAIN SIZE DISTRIBUTION

sieve sizes sieve data

11917 NE 95th Street, Vancouver, Washington 98682 Phone: 360-823-2900, Fax: 360-823-2901 www.columbiawestengineering.com

CWE-s12-r07/12

AG-05K3-S-13-0018-Amendment1 6 initial dry mass (g) = % sieve loss = 0.13% % gravel = 75.4% as-received moisture content = n/a coefficient of curvature, CC = 2.18 % sand = 20.1% liquid limit = n/a coefficient of uniformity, CU = 35.15 % silt and clay = 4.5% plastic limit = n/a effective size, D(10) = 0.750 mm plasticity index = n/a D(30) = 6.573 mm fineness modulus = n/a D(60) = 26.373 mm

US mm act. interp. max min

6.00" 150.0 100%

4.00" 100.0 93%

3.00" 75.0 83%

2.50" 63.0 79%

2.00" 50.0 74%

1.75" 45.0 72%

1.50" 37.5 68%

1.25" 31.5 64%

1.00" 25.0 59%

7/8" 22.4 56%

3/4" 19.0 52%

5/8" 16.0 48%

1/2" 12.5 42%

3/8" 9.50 36%

1/4" 6.30 29%

#4 4.75 25%

#8 2.36 17%

#10 2.00 15%

#16 1.18 12%

#20 0.850 10%

#30 0.600 9%

#40 0.425 8%

#50 0.300 7%

#60 0.250 7%

#80 0.180 6%

#100 0.150 6%

#140 0.106 5%

#170 0.090 5%

#200 0.075 4.5%

DATE TESTED

LABORATORY EQUIPMENT

Gilson TS1, Rainhart "Mary Ann" Sifter 637

08/12/13

S A

N D

G R

A V

E L

Entire sample used for analysis.

SIEVE SIZE

PERCENT PASSING

SIEVE SPECS

This report may not be reproduced except in full without prior written authorization by Columbia West Engineering, Inc.

ADDITIONAL DATA SIEVE DATA

TEST PROCEDURE

ASTM C136, C117

PARTICLE-SIZE ANALYSIS REPORT

Cascade Peaks Information Station

Mount St. Helens National Monument

USFS 99 Road, mile post 11

Heath Cameron, EIT

MSH NVM

42218 NE Yale Bridge Road

Amboy, Washington 98601 n/a client

PROJECT CLIENT PROJECT NO.

FIELD ID

SAMPLED BY

13176 S13-451

LAB ID

MATERIAL SOURCE

REPORT DATE

no data providedUSFS road 2500201

08/14/13

06/20/13

DATE SAMPLED

USCS SOIL TYPE

COLUMBIA WEST ENGINEERING, INC. authorized signature

4"- 0 crushed aggregate

MATERIAL SAMPLED

no data provided

TESTED BY

DGJ

NOTES AASHTO SOIL TYPE

147826.6

3"

2½

1¾

1½

1¼

1"

7/

5/

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0%

10%

20%

30%

40%

50%

60%

70%

80%

90%

100%

0.010.101.0010.00100.00 p a s s in g particle size (mm)

GRAIN SIZE DISTRIBUTION

sieve sizes sieve data

11917 NE 95th Street, Vancouver, Washington 98682 Phone: 360-823-2900, Fax: 360-823-2901 www.columbiawestengineering.com

CWE-s12-r07/12

AG-05K3-S-13-0018-Amendment1 7

215 SW 153rd Street Burien, WA 98166

OFFICE: (206) 988-1746 FAX: (206) 988-1978

NVLAP Lab Code: 200511-0

Bulk Asbestos Analysis Report Northern Industrial Hygiene, Inc.

215 SW 153rd Street

Seattle, WA 98166-

NIH Batch Number: 13-00424

Client Job Number: 299-216

Samples Analyzed: 13

Turn Around Time: 5 Day

Project Location: Cascade Peaks Visitor Center, Mt. St. Helens

Lab Sample Number: 13-00424.0001Client Sample Number: F1.1

Client Sample Location: Front Entry

Client Sample Description: Vinyl Sheet Flooring- Tan/ Gray

Sample Comments: Checked If Sample Not Analyzed

Layer 1 White and gray mosaic pattern vinyl on white fibrous backing

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 12% Cellulose

5% Fiberglass

30% Filler and Binder

53% Vinyl Filler and Binder

Layer 2 White powdery compressed material

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 100% Filler and Binder

Lab Sample Number: 13-00424.0002Client Sample Number: F5.1

Client Sample Location: Main Entry Room

Client Sample Description: Carpet Mastic- Light Brown

Sample Comments: Checked If Sample Not Analyzed

Layer 1 Blue, tan and white compressed fibrous material (carpet)

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 95% Synthetic 5% Filler and Binder

Layer 2 Tan and white mastic

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 5% Synthetic

5% Cellulose

90% Filler and Binder

Lab Sample Number: 13-00424.0003Client Sample Number: M1.1

Client Sample Location: Under Metal Roof

Client Sample Description: Roofing Felt- Black

Sample Comments: Checked If Sample Not Analyzed

Black fibrous asphalt

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 45% Cellulose 55% Asphalt Filler and Binder

Sampled by: Fermin Uribe

Received by: Fermin Uribe

Reviewed by: Jude Cummings

7/14/2013

7/16/2013

7/16/2013 Jude Cummings, Laboratory Manager

(Sample results continued on next page.)

AG-05K3-S-13-0018-Amendment1 8

NVLAP Lab Code: 200511-0

Bulk Asbestos Analysis Report Northern Industrial Hygiene, Inc.

215 SW 153rd Street

Seattle, WA 98166-

NIH Batch Number: 13-00424

Client Job Number: 299-216

Samples Analyzed: 13

Turn Around Time: 5 Day

Project Location: Cascade Peaks Visitor Center, Mt. St. Helens

Lab Sample Number: 13-00424.0004Client Sample Number: M3.1

Client Sample Location: Storage Room

Client Sample Description: Wallboard- White

Sample Comments: Checked If Sample Not Analyzed

Layer 1 White coating

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 100% Coating

Layer 2 Brown papery on white compressed powdery

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 18% Cellulose

2% Fiberglass

80% Filler and Binder

Lab Sample Number: 13-00424.0005Client Sample Number: M3.2

Client Sample Location: Front Entry

Client Sample Description: Wallboard- White

Sample Comments: Checked If Sample Not Analyzed

Layer 1 White coating

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 100% Coating

Layer 2 Tan papery on white compressed powdery

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 18% Cellulose

5% Fiberglass

77% Filler and Binder

Lab Sample Number: 13-00424.0006Client Sample Number: M6.1

Client Sample Location: Main Room

Client Sample Description: Ceiling Tile- White

Sample Comments: Materials distinguishable but inseparable Checked If Sample Not Analyzed

White paint and off-white fibrous compressed material

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 30% Cellulose

15% Mineral Wool and Beads

5% Paint

50% Filler and Binder

Sampled by: Fermin Uribe

Received by: Fermin Uribe

Reviewed by: Jude Cummings

7/14/2013

7/16/2013

7/16/2013 Jude Cummings, Laboratory Manager

AG-05K3-S-13-0018-Amendment1 9

NVLAP Lab Code: 200511-0

Bulk Asbestos Analysis Report Northern Industrial Hygiene, Inc.

215 SW 153rd Street

Seattle, WA 98166-

NIH Batch Number: 13-00424

Client Job Number: 299-216

Samples Analyzed: 13

Turn Around Time: 5 Day

Project Location: Cascade Peaks Visitor Center, Mt. St. Helens

Lab Sample Number: 13-00424.0007Client Sample Number: M6.2

Client Sample Location: Front Entry

Client Sample Description: Ceiling Tile- White

Sample Comments: Materials distinguishable but inseparable Checked If Sample Not Analyzed

White paint and off-white fibrous compressed material

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 30% Cellulose

15% Mineral Wool and Beads

5% Paint

50% Filler and Binder

Lab Sample Number: 13-00424.0008Client Sample Number: M8.1

Client Sample Location: Roof Ventilation Shaft

Client Sample Description: Caulking- White

Sample Comments: Checked If Sample Not Analyzed

Off-white soft flexible material

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 100% Filler and Binder

Lab Sample Number: 13-00424.0009Client Sample Number: M8.2

Client Sample Location: Roof Ventilation Shaft

Client Sample Description: Caulking- Silver

Sample Comments: Checked If Sample Not Analyzed

Silver flexible non-fibrous material

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 100% Filler and Binder

Lab Sample Number: 13-00424.0010Client Sample Number: M12.1

Client Sample Location: Front Entry

Client Sample Description: Cove Base w/ Mastic- Gray

Sample Comments: Checked If Sample Not Analyzed

Sampled by: Fermin Uribe

Received by: Fermin Uribe

Reviewed by: Jude Cummings

7/14/2013

7/16/2013

7/16/2013 Jude Cummings, Laboratory Manager

AG-05K3-S-13-0018-Amendment1 10

NVLAP Lab Code: 200511-0

Bulk Asbestos Analysis Report Northern Industrial Hygiene, Inc.

215 SW 153rd Street

Seattle, WA 98166-

NIH Batch Number: 13-00424

Client Job Number: 299-216

Samples Analyzed: 13

Turn Around Time: 5 Day

Project Location: Cascade Peaks Visitor Center, Mt. St. Helens

Layer 1 Gray vinyl

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 100% Vinyl Filler and Binder

Layer 2 White mastic

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 2% Cellulose 98% Filler and Binder

Layer 3 White paint and fibrous residue

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 40% Cellulose 60% Paint

Lab Sample Number: 13-00424.0011Client Sample Number: T3.1A

Client Sample Location: Rear Entry

Client Sample Description: Pipe Insulation- Gray/Silver

Sample Comments: Checked If Sample Not Analyzed

Layer 1 Gray loose fibrous material with red residue

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 90% Synthetic 10% Miscellaneous Materials

Lab Sample Number: 13-00424.0012Client Sample Number: T3.1B

Client Sample Location: Rear Entry

Client Sample Description: Pipe Insulation- Gray

Sample Comments: Checked If Sample Not Analyzed

Gray fibrous material with red residue

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 85% Synthetic 15% Miscellaneous Materials

Lab Sample Number: 13-00424.0013Client Sample Number: T3.1C

Client Sample Location: Rear Entry

Client Sample Description: Pipe Insulation- Gray

Sample Comments: Checked If Sample Not Analyzed

Gray fibrous material with red residue

Asbestos Fibrous Components: Non-Asbestos Fibrous Components: Non-Fibrous Components:

No Asbestos Detected 88% Synthetic 12% Miscellaneous Materials

Sampled by: Fermin Uribe

Received by: Fermin Uribe

Reviewed by: Jude Cummings

7/14/2013

7/16/2013

7/16/2013 Jude Cummings, Laboratory Manager

AG-05K3-S-13-0018-Amendment1 11

AG-05K3-S-13-0018-Amendment1 12

AG-05K3-S-13-0018-Amendment1 13

AG-05K3-S-13-0018-Amendment1 14

AG-05K3-S-13-0018-Amendment1 15

AG-05K3-S-13-0018-Amendment1 16