Attachment_2_-_Solicitation_Attachments_.pdf

W911WN-17-B-8007

Conemaugh Lake Permanent Embankment and Culvert Repair

Conemaugh Lake Blairsville, Pennsylvania

Certified Final Documents Volume II – Attachment to Technical Specifications July 2017

Table of Contents Appendix A – Subsurface Information

Test Boring Logs

Laboratory Test Results

Test Boring Location Plan

Core Box Photographs

Tables

Appendix B – Conemaugh Precipitation Data

Appendix C – Utility As-Builts

Appendix D – Emergency Permit

Appendix E – Stone Arch Culvert Video Inspection MFR

Appendix F – Erosion and Sediment Control Plan

APPENDIX A

Subsurface Information

Test Boring Logs For information only, Government does not verify validity of the logs

945.1

937.6

936.1

925.1

3.0

5.0

3.0

3.0

5.0

3.0

50/.4

50/.1

1.5

3.0

4.5

6.0

6.9

7.6

12.0

17.0

20.0

0.0

7.5

9.0

20.0

Brown SILTY GRAVEL, Some Sand, Very Loose to Medium Dense;

Dense to Very Dense From 4.5- 6.9', Wet

(Alluvial)

Gray SILTY GRAVEL (Sandstone Fragments), Little Sand, Very Dense, Damp

(Weathered Sandstone) Gray Medium-Grained Micaceous SANDSTONE, Very Thinly to Medium bedded, Broken to Massive, Medium Hard, Slightly Weathered

.some Waterstaining Along Bedding Planes

.Thin Dark gray Shale Beds From 12.3-12.6', 15.1-15.15', 15.4- 15.5', 17.6-17.8' and 19.0-19.3'

.Dark Gray Silty Inclusions From 16.5-20.0'

(RQD=22%)

Bottom of Boring @ 20.0'

Wet @ 1.5'

Top of Rock @ 9.0'

GEO-MECHANICS, INC. TEST BORING RECORD

Surface Driller Matt Hart Boring No. TB-1 Elevation 945.1± Sheet No. 1 of sheets

Drill Rig CME-55 Track For Remington, Vernick & Beach Engineers, Inc.

Water Level: O-Hr. 5.1 24 Hrs. 1.8 Spring Street Culvert Remediation Casing Hammer: Wt. lbs. Drop in.

Sampler Hammer: Wt. 140 lbs. Drop 30 in. Location Blairsville, Indiana County, PA Sampler Size 2 in. O.D. Casing Size 3.25" in. I.D. Started 6/13/16 Completed 6/14/16 Project No. 16022 Core Bit Size NQ2 Driller's Log Drilling Fluid Water Orientation Vertical Geologist's Log TDW

E

LE

V A

TI

O

N

In-Situ Tests and

Instrumentation

RQD

% RUN-REC.

INTERV.

SPOON

BLOWS

BOTTOM

DEPTH

OF

SAMPLE

DEPTH

(Ft.) D E S C R I P T I O N REMARKS

5 FOR INFORMATION ONLY - The Government does not gaurantee the information contianed herein

943.5

941.5

0 3.0 3.0

50/.l 50/.1

1.5

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

15.5

16.5

17.5

22.0

0.0

11.0

15.5

17.5

19.0

Dark Brown to Dark Brownish Gray CLAYEY GRAVEL, Some Sand, Little Silt, Loose to Medium Dense, Damp to Wet

.Includes Sandstone Fragments, Coal Fragments, Traces of Asphalt and Bricks

(Fill)

Gray-Brown SILTY TO CLAYEY SAND, Little Gravel, Loose, Moist

Brown CLAYEY SAND, Little Silt, Little Gravel, Loose to Very Loose, Moist to Wet .Gravel is Subround to Rounded

(Alluvial) Brown SILTY GRAVEL (Sandstone Fragments), Little Sand, Very Dense, Damp

(Weathered Sandstone) Gray Fine to Medium-Grained Micaceous SANDSTONE, Very Thinly to Medium Bedded, Broken to Massive, Medium Hard, Slightly Weathered

.Some Water Staining Along Bedding Planes

(RQD=35%)

GC

(4.5-9.0')

Pushed Shelby Tube From 13.5-15.5';

2.0' Rec.

SC-SM

(13.5-15.5')

Wet @ 15.5'

Top of Rock @ 19.0'

GEO-MECHANICS, INC. TEST BORING RECORD

Surface Driller Matt Hart Boring No. TB-2 Elevation 959.0± Sheet No. 1 of sheets

Drill Rig CME-55 Track For Remington, Vernick & Beach Engineers, Inc.

Water Level: O-Hr. 12.3 24 Hrs. 13.1 Spring Street Culvert Remediation Casing Hammer: Wt. lbs. Drop in.

Sampler Hammer: Wt. 140 lbs. Drop 30 in. Location Blairsville, Indiana County, PA Sampler Size 2 in. O.D. Casing Size 3.25" in. I.D. Started 6/13/16 Completed 6/14/16 Project No. 16022 Core Bit Size NQ2 Driller's Log Drilling Fluid Water Orientation Vertical Geologist's Log TDW

E

LE

V A

TI

O

N

In-Situ Tests and

Instrumentation

RQD

% RUN-REC.

INTERV.

SPOON

BLOWS

BOTTOM

DEPTH

OF

SAMPLE

DEPTH

(Ft.) D E S C R I P T I O N REMARKS

6 FOR INFORMATION ONLY - The Government does

5.0

2.0

5.0

2.0

27.0

29.0

25.0

29.0

Continued From Previous Page

Bottom of Boring @ 29.0'

GEO-MECHANICS, INC. TEST BORING RECORD

Surface Driller Matt Hart Boring No. TB-2 Elevation 959.0± Sheet No. 2 of sheets

Drill Rig CME-55 Track For Remington, Vernick & Beach Engineers, Inc.

Water Level: O-Hr. 12.3 24 Hrs. 13.1 Spring Street Culvert Remediation Casing Hammer: Wt. lbs. Drop in.

Sampler Hammer: Wt. 140 lbs. Drop 30 in. Location Blairsville, Indiana County, PA Sampler Size 2 in. O.D. Casing Size 3.25" in. I.D. Started 6/13/16 Completed 6/14/16 Project No. 16022 Core Bit Size NQ2 Driller's Log Drilling Fluid Water Orientation Vertical Geologist's Log TDW

E

LE

V A

TI

O

N

In-Situ Tests and

Instrumentation

RQD

% RUN-REC.

INTERV.

SPOON

BLOWS

BOTTOM

DEPTH

OF

SAMPLE

DEPTH

(Ft.) D E S C R I P T I O N REMARKS

7 FOR INFORMATION ONLY - The Government does

982.7

981.2

964.7

3.0

4.5

6.0

7.5

9.0

10.5

12.0

13.5

15.0

18.0

19.5

21.0

22.5

24.0

0.0

1.5

18.0

PAVEMENT

Dark Brownish-Gray to Dark gray SILTY To CLAYEY Fine SAND, Little Gravel, Very Loose to Medium Dense, Moist to Wet

.Gravel Consists of Natural Rock Fragments, Concrete, Traces of Brick, Etc.

(Fill)

Brown CLAYEY SAND, Little Silt, Little Gravel, Very Loose to Loose, Moist

.Gravel is Subrounded to Rounded

(Alluvial)

SC-SM

(6.0-10.5)

Pushed Shelby Tube From 15.0-17.0';

1.8' Rec.

SM

(15.0-17.0')

GEO-MECHANICS, INC. TEST BORING RECORD

Surface Driller Matt Hart Boring No. TB-3 Elevation 982.7± Sheet No. 1 of sheets

Drill Rig CME-55 Track For Remington, Vernick & Beach Engineers, Inc.

Water Level: O-Hr. 33.2 24 Hrs. Spring Street Culvert Remediation Casing Hammer: Wt. lbs. Drop in.

Sampler Hammer: Wt. 140 lbs. Drop 30 in. Location Blairsville, Indiana County, PA Sampler Size 2 in. O.D. Casing Size 3.25" in. I.D. Started 6/14/16 Completed 6/15/16 Project No. 16022 Core Bit Size NQ2 Driller's Log Drilling Fluid Water Orientation Vertical Geologist's Log TDW

E

LE

V A

TI

O

N

In-Situ Tests and

Instrumentation

RQD

% RUN-REC.

INTERV.

SPOON

BLOWS

BOTTOM

DEPTH

OF

SAMPLE

DEPTH

(Ft.) D E S C R I P T I O N REMARKS

8 FOR INFORMATION ONLY - The Government does

957.7 957.2

942.2 942.1

1.9

5.0

1.7

5.0

50/.2

50/.0

50/.1

25.5

27.0

28.5

30.0

31.5

33.0

34.5

36.0

37.5 37.7

39.0

40.6

42.5

47.5

25.0 25.5

40.5 40.6

Continued From Previous Page Brown CLAYEY To SILTY GRAVEL, And to Some Sand, Loose to Medium Dense, Dense From 32.0- 33.0', Damp

.Possible Cobbles/Boulders From 37.5-40.5'; Refusals with Poor or No Recovery

(Alluvial)

Brownish Gray SILTY GRAVEL (Sandstone Fragments), Little Sand, Very Dense, Dry

(Weathered Sandstone) Gray Medium-Grained Micaceous SANDSTONE, Very Thinly to Medium Bedded, Broken to Massive, Medium Hard, Slightly Weathered

.Some Water Staining Along Bedding Planes

(RQD=36%)

GM

(27.0-31.5')

Top of Rock @ 40.6'

GEO-MECHANICS, INC. TEST BORING RECORD

Surface Driller Matt Hart Boring No. TB-3 Elevation 982.7± Sheet No. 2 of sheets

Drill Rig CME-55 Track For Remington, Vernick & Beach Engineers, Inc.

Water Level: O-Hr. 33.2 24 Hrs. Spring Street Culvert Remediation Casing Hammer: Wt. lbs. Drop in.

Sampler Hammer: Wt. 140 lbs. Drop 30 in. Location Blairsville, Indiana County, PA Sampler Size 2 in. O.D. Casing Size 3.25" in. I.D. Started 6/14/16 Completed 6/15/16 Project No. 16022 Core Bit Size NQ2 Driller's Log Drilling Fluid Water Orientation Vertical Geologist's Log TDW

E

LE

V A

TI

O

N

In-Situ Tests and

Instrumentation

RQD

% RUN-REC.

INTERV.

SPOON

BLOWS

BOTTOM

DEPTH

OF

SAMPLE

DEPTH

(Ft.) D E S C R I P T I O N REMARKS

9 FOR INFORMATION ONLY - The Government does

932.7

930.2 76 5.0 5.0 52.5

50.0

52.5

Continued From Previous Page

Bottom of Boring @ 52.5'

GEO-MECHANICS, INC. TEST BORING RECORD

Surface Driller Matt Hart Boring No. TB-3 Elevation 982.7± Sheet No. 3 of sheets

Drill Rig CME-55 Track For Remington, Vernick & Beach Engineers, Inc.

Water Level: O-Hr. 33.2 24 Hrs. Spring Street Culvert Remediation Casing Hammer: Wt. lbs. Drop in.

Sampler Hammer: Wt. 140 lbs. Drop 30 in. Location Blairsville, Indiana County, PA Sampler Size 2 in. O.D. Casing Size 3.25" in. I.D. Started 6/14/16 Completed 6/15/16 Project No. 16022 Core Bit Size NQ2 Driller's Log Drilling Fluid Water Orientation Vertical Geologist's Log TDW

E

LE

V A

TI

O

N

In-Situ Tests and

Instrumentation

RQD

% RUN-REC.

INTERV.

SPOON

BLOWS

BOTTOM

DEPTH

OF

SAMPLE

DEPTH

(Ft.) D E S C R I P T I O N REMARKS

10 FOR INFORMATION ONLY - The Government does

Laboratory Test Results For information only, Government does not verify validity of the testing

FOR INFORMATION ONLY - The Government does

Test Boring Location Plan

Core Box Photographs

Spring Street Culvert Remediation GMI Project No. 16022 Blairsville, Indiana County, PA July 2016

TB-1

TB-2

TB-3

Tables

Boring No.

Estimated Ground

Elevation (ft.)

Boring Depth (ft.)

Soil Thickness

(ft.)

Est. Top of Rock Elev.

(ft.)

TB-1 945.1± 20.0 9.0 936.1±

TB-2 959.0± 29.0 19.0 940.0±

TB-3 982.7± 52.5 40.6 942.1±

101.5

Z:\2016 Jobs\16022 - Spring Street\[16022 - Report Tables.xlsx]Table 2

TABLE NO. 1

TEST BORING RECORD

TOTAL LINEAL FEET

Gravel

Sand

Silt

Clay

Liquid Limits

Plastic Limits

N.W.C

AASHTO USCS

c

(TSF)

φ

TB-2 4.5 - 9.0 Jar 45.4 33.0 16.8 4.8 27 18 11.3 A-2-4(0) GC -- -- -- -- -- --

TB-2 13.5 - 15.5

Shelby Tube

10.9 54.0 25.4 9.7 24 17 20.6 A-2-4(0) SC-SM 125.4 0.103 32.5

TB-3 6.0 - 10.5 Jar 17.5 46.7 27.2 8.6 24 19 17.4 A-4(0) SC-SM -- -- -- -- -- --

TB-3 15.0 - 17.0

Shelby Tube

13.5 51.7 25.3 9.5 22 19 20.1 A-2-4(0) SM 121.7 0.347 38.1

TB-3 27.0 - 31.5 Jar 45.5 36.1 14.0 4.4 20 17 9.2 A-1-b GM -- -- -- -- -- --

Z:\2016 Jobs\16022 - Spring Street\[16022 - Report Tables.xlsx]Table 2

Boring No.

Sample Depth (ft.)

Type of Sample

Classification Tests

TABLE NO. 2

SUMMARY OF LABORATORY SOIL TEST RESULTS

Unit Weight

(PCF)

Direct Shear Tests

APPENDIX B

Conemaugh Precipitation Data

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

1951 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 3.95 6.37

1952 5.79 2.65 4.36 5.50 7.33 2.49 3.37 4.48 2.32 1.79 3.92 2.96

1953 5.54 2.61 5.45 4.36 7.75 2.51 4.90 2.59 3.57 1.06 1.58 2.78

1954 3.22 3.00 4.05 4.45 2.74 4.74 4.12 6.77 3.45 8.47 2.55 4.82

1955 1.82 4.43 5.32 4.59 6.73 4.73 4.79 5.99 2.51 4.04 3.18 0.84

1956 2.72 6.09 5.92 5.71 5.33 5.21 7.20 5.91 5.44 1.99 2.69 4.69

1957 3.08 3.25 2.34 6.52 2.48 6.38 2.31 1.61 2.82 2.98 1.93 4.47

1958 4.28 2.58 2.64 3.20 5.89 4.06 8.43 4.83 4.66 1.32 3.34 1.49

1959 4.33 3.57 3.15 5.36 3.08 2.51 4.34 5.61 1.75 5.21 3.88 3.42

1960 4.05 4.37 3.06 2.23 8.14 3.56 5.26 2.31 5.39 1.76 2.09 2.24

1961 2.62 4.95 5.32 5.88 3.55 4.57 6.46 2.71 2.04 2.58 3.83 3.03

1962 2.79 3.94 4.79 4.24 2.85 2.74 3.26 3.04 7.88 2.97 2.38 3.37

1963 1.79 2.90 5.84 2.36 1.97 2.98 4.81 2.52 1.73 0.39 6.06 3.23

1964 3.59 3.39 4.67 6.71 1.26 5.90 4.88 2.68 2.63 0.93 3.65 3.64

1965 4.94 2.44 5.09 2.41 2.69 1.66 4.01 4.22 3.36 3.37 2.53 0.89

1966 4.10 4.42 1.65 5.00 4.33 1.17 2.36 4.68 4.42 0.89 4.12 2.39

1967 1.25 3.13 7.19 4.16 5.20 2.17 5.32 7.08 3.85 3.20 3.00 2.47

1968 2.56 1.11 3.36 1.63 7.08 2.93 3.01 4.11 2.56 2.40 4.52 3.87

1969 2.69 1.46 1.80 3.75 2.88 4.49 5.81 2.74 2.19 2.39 3.43 5.45

1970 2.73 2.82 5.17 2.77 4.14 7.33 5.70 4.76 2.45 3.99 3.94 5.08

1971 3.75 5.22 3.62 1.31 4.19 3.88 5.64 5.38 6.43 2.63 2.32 3.17

1972 2.92 5.14 3.12 5.89 3.51 11.10 3.36 3.26 3.79 2.86 4.94 4.96

1973 2.24 3.20 2.62 5.96 4.79 4.77 3.70 2.60 4.85 4.69 2.92 3.80

1974 3.86 1.99 4.17 3.50 6.09 5.78 2.73 4.75 5.29 1.52 2.62 5.10

1975 4.77 3.81 4.57 4.16 4.57 5.64 1.62 7.70 5.95 3.53 2.28 3.53

1976 4.13 2.84 2.95 2.38 3.01 4.96 4.35 5.03 4.69 8.37 1.05 2.42

1977 2.09 5.46 4.48 1.92 3.57 11.82 3.63 5.08 2.83 3.77 3.52 0.00

1978 6.71 1.23 2.51 3.04 6.73 6.01 4.36 4.66 3.23 3.31 2.09 5.06

1979 5.78 3.94 3.29 4.15 5.30 2.47 6.73 5.29 6.08 4.91 3.86 2.27

1980 1.50 2.04 5.30 4.29 5.30 5.72 8.25 4.80 2.87 3.48 3.40 1.62

1981 1.34 6.69 2.56 5.38 2.97 6.54 5.63 3.20 3.50 4.94 1.86 3.01

1982 4.27 2.87 4.25 1.72 5.07 5.55 4.02 3.80 3.02 1.23 3.79 2.41

1983 1.73 1.56 3.61 5.62 6.03 6.07 1.87 2.83 3.30 3.50 4.81 4.47

1984 1.88 3.89 3.97 4.91 5.98 5.38 4.88 7.07 2.02 2.67 3.91 4.57

1985 2.75 2.33 6.41 1.76 6.52 2.48 6.10 2.38 0.87 3.04 10.09 2.35

1986 3.78 4.75 2.78 2.84 2.97 4.03 5.26 2.50 3.64 4.13 5.58 3.24

Monthly Precipitation Totals (inches)

U.S. Army Corps of Engineers Pittsburgh District

Conemaugh River Lake

NOTE 1: Bold values denote the month with the greatest rainfall within a given year.

NOTE 2: Rainfall values represent measurements at Conemaugh River Lake and may not represent rainfall in Blairsville, PA.

Year Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

1987 3.54 1.15 2.55 5.03 3.79 4.32 2.40 5.75 5.14 1.82 3.50 3.18

1988 2.20 3.58 3.02 2.93 4.46 1.67 4.64 4.46 5.06 1.98 4.07 2.24

1989 2.69 3.51 6.02 1.54 6.63 6.51 6.09 1.82 4.36 4.37 2.43 1.91

1990 4.46 3.38 1.73 3.63 6.29 4.24 5.54 4.02 5.14 4.58 2.38 7.00

1991 3.41 2.64 4.80 3.56 1.91 2.44 3.65 2.40 1.88 1.60 3.43 4.13

1992 2.28 2.12 4.69 2.32 2.46 2.12 7.25 3.52 3.51 1.14 3.27 4.34

1993 2.85 2.83 6.69 5.91 2.73 3.77 4.26 2.43 6.27 3.05 4.54 3.34

1994 5.31 3.84 6.86 4.14 4.06 3.01 3.06 7.39 2.60 1.44 4.12 3.04

1995 2.76 2.55 1.76 2.99 4.15 4.41 3.50 2.03 1.70 4.66 4.74 2.39

1996 5.10 3.64 4.21 4.28 4.38 6.60 3.99 4.32 7.21 2.86 3.43 3.42

1997 1.99 1.70 4.24 1.06 6.50 3.73 2.64 5.90 3.50 0.99 7.29 2.75

1998 3.16 3.38 2.10 5.91 2.49 3.70 2.84 2.48 3.00 1.84 0.79 1.92

1999 5.75 1.91 2.36 5.71 3.68 0.90 4.13 1.63 4.31 1.94 4.58 2.30

2000 1.28 3.00 3.52 3.37 5.84 2.86 3.24 4.41 3.95 3.08 1.83 2.05

2001 2.30 1.52 2.45 3.51 3.31 4.58 2.62 5.26 1.25 1.49 2.24 2.70

2002 2.15 1.34 5.48 2.86 5.98 4.78 1.38 1.35 3.29 5.04 2.38 2.56

2003 2.11 2.13 0.97 2.10 4.27 3.90 5.09 3.84 3.97 2.69 4.30 3.18

2004 4.62 3.24 2.85 5.33 5.11 6.18 8.59 3.99 8.29 1.66 1.17 0.56

2005 0.52 2.46 2.28 2.93 1.18 1.96 1.56 2.85 1.46 3.23 1.62 1.67

2006 2.97 1.14 1.22 1.83 3.69 3.48 3.30 2.27 4.97 4.97 1.96 1.34

2007 4.76 1.77 3.46 3.69 1.07 4.52 4.04 9.08 1.66 1.78 4.06 5.35

2008 2.53 4.35 5.02 2.79 3.33 4.14 3.92 2.19 4.81 1.74 1.77 7.33

2009 3.77 1.53 1.77 3.22 3.88 3.75 5.23 3.71 3.63 3.11 0.86 4.05

2010 2.70 2.91 2.54 2.02 3.61 3.47 7.26 3.71 3.43 1.73 5.83 0.66

2011 2.33 4.84 4.86 6.53 3.65 2.81 4.25 5.13 6.68 4.90 3.30 3.04

2012 3.55 1.18 4.27 2.46 4.93 2.28 8.43 1.34 4.57 5.72 1.02 6.64

2013 3.75 2.27 2.70 2.26 2.60 7.42 7.13 8.18 2.30 2.61 2.78 4.71

2014 1.98 2.86 2.49 3.37 2.71 3.85 4.18 6.49 0.68 2.07 2.17 2.75

2015 3.14 1.96 4.87 4.88 3.30 13.22 3.43 2.70 4.39 3.66 2.25 3.80

2016 1.69 2.93 1.83 2.09 3.19 4.71 3.31 3.65 3.02 4.97 0.96 4.58

Monthly Precipitation Totals (inches)

U.S. Army Corps of Engineers Pittsburgh District

Conemaugh River Lake31

NOTE 1: Bold values denote the month with the greatest rainfall within a given year.

NOTE 2: Rainfall values represent measurements at Conemaugh River Lake and may not represent rainfall in Blairsville, PA.

APPENDIX C

Utility As-Builts

APPENDIX D

Emergency Permit

3930-PM-WM0023 Rev. 6/2011 COMMONWEALTH OF PENNSYLVANIA

DEPARTMENT OF ENVIRONMENTAL PROTECTION

BUREAU OF WATERSHED MANAGEMENT

BUREAU OF WATERWAYS ENGINEERING

EMERGENCY PERMIT

DEP USE ONLY

EP

PASPGP Authorization Included Yes No

PNDI receipt # potential impacts Yes No if yes, species State Federal

SECTION A. PERMITTEE SECTION B. SITE LOCATION DATA (Attach 8½ x 11 copy)

US Army Corps of Engineers, Pittsburgh District Sulphur Run (Name) (Stream Name) William S Moorhead Federal Building, 1000 Liberty Avenue Borough of Blairsville (Mailing Address) (Municipality) Pittsburgh, PA 15222-4004 Indiana (City and State) (Zip Code) (County) ( 412 ) 395-7403 ( 412 ) 395-7403 Blairsville Latitude: 40 26 Longitude: 79 16 (Home Telephone #) (Work Telephone #) (7½ min. Quad Name)

SECTION C. PROJECT DATA (DESCRIPTION OF WORK)

A portion of the existing Sulphur Run stone arch culvert, located along Spring Street, experienced a failure. The failure eventually caused a portion of the stone arch to cave-in and has since caused the undercutting of Spring Street.

To temporary stabilize the site several steel plates will be placed over the failed culvert. These plates will provide stability over the failed portion and allow for further analysis/ investigation of other culvert sections. Temporary rock fill material will be placed and compacted at the toe of the failing embankment to function as a temporary stabilization berm. The existing tarps will be removed and replaced with a well secured geotextile cover. A temporary access road will be constructed along with specified erosion and sediment control measures.

SECTION D. PERMIT CONDITIONS

1. Contact and advise the Pennsylvania Fish and Boat Commission’s Southwest Regional Office as to when the work will begin and when the work has been completed at telephone number ( 814 ) 445-8974 .

2. Contact the Indiana County Conservation District at telephone number ( 724 ) 471-4751 prior to commencement of work.

3. An Erosion and Sediment Control Plan, meeting the requirements of Chapter 102, must be implemented during and after construction and available on the project site.

4. All work will be accomplished from the stream bank. In those cases where this is not possible, the use of equipment in the stream channel is to be minimized.

5. All excavated material shall be disposed of beyond the limits of the floodplain.

6. Secure all other approvals that may be necessary under other Federal, State or local regulations.

7. This approval does not give any property rights, either in real estate or material, nor any exclusive privileges, nor shall it be construed to grant or confer any right, title, easement, or interest, in, to, or over any land belonging to the Commonwealth of Pennsylvania; neither does it authorize any injury to private property or invasion of private rights.

8. Notify the affected municipality as soon as possible verbally and provide a follow-up notice in writing within forty-eight (48) hours from the issuance of this permit.

9. SPECIAL CONDITIONS as follows:

THIS PERMIT WILL EXPIRE IN 30 DAYS UNLESS WRITTEN PERMISSION EXTENDING THAT TIME IS ISSUED BY THE DEPARTMENT.

SECTION E. APPROVAL

APPROVED BY DATE

SIGNATURE OF PERMITTEE DATE

PA Fish and Boat Commission U.S. Fish and Wildlife Service DEP, Central Office County Conservation District U.S. Army Corps of Engineers

3930-PM-WM0023 Rev. 6/2011

EMERGENCY PERMIT US Army Corps of Engineers, Pittsburgh District (continued) Applicant Name

EMERGENCY PERMIT SKETCH PLAN

To ensure the sketch plan is complete, include the following on the site plan in the immediate vicinity of the project.

(√ all that apply)

YES N/A YES N/A

Water Impacts with Dimensions

Total Length Total sq. ft.

Stream Name Sulphur Run Chapter 93 Stream Designation CWF

Wetland Impacts Total sq. ft.

Location of Property Lines Relative to the Project Existing Utilities

Wetland Acreage Onsite Proposed Utilities Stream Limits and Flow Direction Existing Buildings, Roadways, Other Structures Floodway Limits (if known) Proposed Buildings, Roadways, Other Structures Limits of Earth Disturbance Associated with this Activity

Other Waters (i.e. pond, lakes)

Scale 1" = _____ft.