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McKissack & McKissack

901 K Street, NW, Suite 600

Washington, DC 20001

www.mckissackdc.com

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ENVIRONMENTAL INVENTORY

NOTE:

JOB W12-2600 SHEET 13 OF 27

NO. DESCRIPTION BY DATE

DEMOLITION NOTES: 1. DEMOLISH, COMPLETELY, DOWN TO GRADE

EVERYTHING WITHIN THE LIMITS OF DEMOLITION.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND SAFE REMOVAL OR REMEDIATION OF ANY HAZARDOUS MATERIALS FOUND IN THE DEMOLITION LIMITS REPRESENTED IN THE DEMOLITION DRAWINGS INCLUDING BUT NOT LIMITED TO THOSE LISTED IN THE ENVIRONMENTAL INVENTORY ON THIS PAGE.

3. REMOVE ALL EXISTING SURFACE MOUNTED FIXTURES, WIRING OR ANY ATTACHMENTS AND MISCELLANEOUS DEBRIS LEFT WITHIN THE DEMOLITION AREA.

4. REMOVE ALL DEBRIS FROM BUILDING SITE.

5. REMOVE ALL EXISTING LIGHT POLES AND LIGHT POLE FOUNDATIONS. BACKFILL WITH CR6 TO EXISTING GRADE. ALL FILL SHALL BE PROPERLY COMPACTED WHEN PLACED.

LEGEND: - - - - - -.. :. -·· -·· -·· -·· ·--·.--·.--·.--·.--·.--· ·-·-·-·-·-·· ·--·.--·.-~.--·.--·.--·

STABILIZED CONSTRUCTION ENTRANCE

-~ LOD LIMIT OF DISTURBANCE

WA LIMITS OF DEMOLITION

AT THE END OF THE DAY OR WHEN DEMOLITION AND ALL LAND DISTURBING ACTIVITIES ARE COMPLETE, THE CONTRACTOR IS TO STABILIZE ALL DISTURBED AREAS WITH A UNIFORM (EVENLY DISTRIBUTED, WITHOUT LARGE BARE AREAS) PERENNIAL VEGETATIVE COVER WITH A DENSITY OF SEVENTY PERCENT (70%) OF THE NATIVE BACKGROUND VEGETATIVE COVER FOR THE AREA ON ALL UNPAVED AREAS, OR EQUIVALENT PERMANENT STABILIZATION MEASURES HAVE BEEN EMPLOYED (SUCH AS PROPERLY COMPACTED STONE FILL, GEOTEXTILES, ETC.).

AKRIDGE DEMOLITION PLAN SCALE: 1"=20' -0"

THE FOLLOWING IS FROM THE RESULTS FROM THE JULY 28, 2015 HAZARDOUS MATERIAL SURVEY CONDUCTED BY ECS MID-ATLANTIC, LLC:

ASBESTOS-CONTAINING MATERIALS:

WHITE INTERIOR WINDOW GLAZE - 2% CHYRSOTILE EXTERIOR EXTERIOR WHITE SIDING CAULK -3% CHYRSOTILE

SRF LEAD BASED PAINT SUMMARY:

EXTERIOR WAREHOUSE METAL GRAY DOOR CASING - Pb 1.36 WAREHOUSE OFFICE BROWN WOOD WINDOW SASH - Pb 5.00

NO. DESCRIPTION

PUBLIC SPACE REVIEW

McKISSACK AND McKISSACK ENGINEERING

BUZZARD POINT AKRIDGE WAREHOUSE DEMOLITION

DEMOLITION PLAN

DEIIOUllON SCALE DRAWN CEC INTERCEPTOR CHECKED JUH

BY DATE

~S::7.1S:7.1EM=-------------j SUBMITTED M. BABBITT SURVEYED

~D:':'::AT::':-E -;:::-::-~~JU::;;LY-:;:20::::'15~=-:::1. RECOMMENDED CADD FILE BZPT_D002_DBAOLifiON F OOR PLANS

" d OJ • "' 0 +' - REDUCTION 0 10 INCHES 0003 b t; ~ VERIACATION

~j~L-----------------------------------~---=SCA=~~----~----~----~~----~----~----~----~------~----~-----L----~--------------~----------------------------------------------~------------------------------~------~~




www.mckissackdc.com

AKRIDGE EROSION AND SEDIMENT CONTROL PLANSCALE: 1" = 20'-0"

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GENERAL NOTES: 1. COMPLY WITH EROSION CONTROL NOTES ON

DRAWING DDOE002.

2. FOR EROSION AND SEDIMENT CONTROL DETAILS SEE DRAWING DDOE002.

CODED NOTES: 0 STABILIZED CONSTRUCTION ENTRANCE

@ CURB INLET PROTECTION

LEGEND: --SF-- SILT FENCE

STABILIZED CONSTRUCTION ENTRANCE

--LOD-

CIP c:::J

LIMIT OF DISTURBANCE

CURB INLET PROTECTION

AGIP c:::J AT GRADE INLET PROTECTION

NO. DESCRIPTION

PUBLIC SPACE REVIEW


BUZZARD POINT AKRIDGE WAREHOUSE DEMOLITION

BY DATE

EROSION AND SEDIMENT CONTROL PLAN


I-:S::7.1S::7.1E:;:,M =---------1 SUBMITllED M. BABBITT SURVEYED

DATE JULY 2015 RECOMMENDED I-:CA':7;D::':-D-::FI::-;:LE~B;::;Z;:::::PT~D:::;OE;:::E0=01:-"_E::::RO:::::S::::IO:::-N -i.D SEDIMENT CONTROL

DOEE001 ~j~L---------------------'~-~SCA==~---~----'~--~----'~--~----'~--~----'~--~----'~--~-------~-------------------------~-----------------~--~-~




www.mckissackdc.com

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EIN WAREHOUSEDEMOLITION PLANS

2015




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www.mckissackdc.com

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GENERAL NOTES: 1 0 THE CONTRACTOR SHALL ALERT THE CONSTRUCTION MANAGER

48 HOURS PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION OPERATION AND SHALL ASCERTAIN THE LOCATION OF NEARBY UNDERGROUND UTILITIES. NO EXCAVATION IS PERMITTED UNTIL THE LOCATION OF UTILITIES ARE MARKED.

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES HAVE BEEN ESTABLISHED BASED ON INFORMATION FROM RECORD AND CONTRACT DRAWINGS OF PAST AND PRESENT PROJECTS, TEST TRENCHES, AND FIELD SURVEYS. THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY DMPED/DGS/McKISSACK & McKISSACK OF ANY CONFLICT UPON EXCAVATION AT ANY AND ALL SUCH LOCATIONS.

3. ALL CONSTRUCTION ACTIVITIES, INCLUDING, BUT NOT LIMITED TO, WORK AREA, MATERIAL, EQUIPMENT STORAGE, AND FIELD OFFICES MUST BE CONFINED TO THE DESIGNATED SPACES AS INDICATED ON THE DRAWINGS.

4. EXISTING SITE CONDITIONS IN OTHER AREAS (SUCH AS CONTOURS, ELEVATIONS, ROADWAY AND BUILDING LOCATIONS, ETC.) ARE BASED ON INFORMATION FROM RECORD DRAWINGS AND PARTIAL FIELD SURVEYS. CONTRACTOR TO VERIFY ALL LOCATIONS IN THE FIELD.

5. TEST TRENCHES FOR THE PURPOSE OF EXPOSING AND RECORDING THE LOCATIONS OF EXISTING UTILITIES, STRUCTURES AND DUCTBANKS ARE REQUIRED PRIOR TO START OF DEMOLITION.

6. EXISTING AND MODIFIED DATA SHOWN ON THE DRAWINGS SUCH AS STATIONS, DIMENSIONS, CONTOURS AND ELEVATIONS ARE APPROXIMATE AND SHOULD BE USED AS A GUIDE ONLY.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING AND NEW SITE CONDITIONS AND SHALL PERFORM A FIELD SURVEY.

8. THE CONTRACTOR SHALL EMPLOY A CERTIFIED LAND SURVEYOR, REGISTERED IN THE DISTRICT OF COLUMBIA, TO ESTABLISH ALL LINES, ELEVATIONS, ETC. OF ALL EXISTING SITE FEATURES AND TO ESTABLISH ALL CENTERLINES, CURVES, RADII, DIMENSIONS, ELEVATIONS AND OTHER GEOMETRIC DATA REQUIRED FOR ALL NEW SITE FEATURES AS LISTED IN NOTE 4 ABOVE, BY CONDUCTING A COMPLETE FIELD SURVEY. THE CONTRACTOR SHALL SUBMIT BOTH SHOP AND WORKING DRAWINGS TO DC WATER, DETAILING ALL NEW AND EXISTING SITE FEATURES. SHOP AND WORKING DRAWINGS SHALL COMPLY WITH THE CONTRACT SPECIFICATIONS.

9. CONTRACTOR SHALL SUBMIT AND EXECUTE A DUST CONTROL PLAN OUTLINING PROTOCOLS AND PROCEDURES FOR THE SPRAYING OF DUST PILES, CONTAINMENT OF FUGITIVE DUST, AND APPROPRIATE ADJUSTMENT MEASURES TO ACCOMMODATE CHANGES IN ENVIRONMENTAL CONDITIONS.

REDUCTION

I VERIACATION SCALE

I I

SYMBOLS DESCRIPTION EXISTING

LIGHT POLE nLP

ELECTRICAL MANHOLE (t)

COMMUNICATIONS MANHOLE © OR [g

CITY WATER VALVE CASING <£D

STORM SEWER MANHOLE (Q)

SANITARY SEWER MANHOLE ©

CATCH BASIN D CB

UTILITY POLE -e-CURB & GUTTER

CHAIN LINK FENCE -X-

W BEAM GUIDERAIL L L L

REMOVE (DEMOLISH) w~

I I I I I I I I I I

r INCHES

I

I

ABBREVIATIONS: ABAN ABANDONED ASC AMERICAN SURVEYING

CONSULTANTS ASL ALTERNATE SLUDGE

(SPARE LINE) BIT BITUMINOUS BL BASELINE BLDG BUILDING BW BACK OF WALK CB CATCH BASIN CCJM C.C. JOHNSON AND

MALHOTRA CG CHANGE OF GRADE CL CHLORINE CLS CHLORINE SOLUTION CLF CHAIN LINK FENCE C&G CURB AND GUTTER CSMH COMMUNICATIONS SYSTEM

MANHOLE COMM COMMUNICATIONS CRS CHEMICAL RECEIVING

STATION JOB W12-2600 SHEET 17 OF 27 cw CITY WATER DB DUCT BANK D DRAIN NO. DESCRIPTION BY DATE

Dl DROP INLET DIP DUCTILE IRON PIPE E EAST ELEC ELECTRIC EL/ELEV ELEVATION EMH ELECTRIC MANHOLE ETR EXISTING TO REMAIN FF FIRST FLOOR FM FORCE MAIN FT FEET GPR GROUND PENETRATING

RADAR HPNG HIGH PRESSURE

NATURAL GAS HPT HIGH POINT IN INCH INS INSERTION INV INVERT LC LENGTH OF CURVE LP LIGHT POLE LPT LOW POINT LT LEFT MG MEET GRADE MH MANHOLE MISC MISCELLANEOUS -MON MONUMENT MS MULTIPURPOSE SLUDGE N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT OMD OFFICE MANUAL DRAWING PC POINT OF CURVE PCC PORTLAND CEMENT

CONCRETE PCCP PRESTRESSED CONCRETE

CYLINDER PIPE DRN PROCESS DRAIN PGL PROFILE GRADE LINE PI POINT OF INTERSECTION PM PROCESS MANHOLE POC POINT ON CURVE POT POINT ON TANGENT PROP PROPOSED RPT POINT OF TANGENCY PVC POLYVINYL CHLORIDE R RADIUS RCP REINFORCED CONCRETE

PIPE RCPP REINFORCED CONCRETE

PRESSURE PIPE RD ROOF DRAIN REF ROOF EXHAUST FAN RR RAILROAD RT RIGHT s SOUTH SMH SANITARY SEWER MANHOLE SRPS SITE RUNOFF PUMP STATION STMH STORM SEWER MANHOLE SD STORM DRAIN SDBC DUCT BANK GROUND WIRE STA STATION NO. DESCRIPTION BY DATE TC TOP OF CURB PUBLIC SPACE REVIEW TEL TELEPHONE TOC TOP OF CASTING McKISSACK AND McKISSACK TOS TOP OF SLAB ENGINEERING TYP TYPICAL VAR VARIABLE BUZZARD POINT vc VITRIFIED CLAY EIN BUILDING DEMOLITION w WEST WMH WATER MANHOLE X-DRAIN CROSS DRAIN NOTES AND ABREVIATIONS YH YARD HYDRANT

DEIIOUllON SCALE DRAWN CEC INTERCEPTOR CHECKED JUH SYSTEM SUBMITTED M BABBITT SURVEYED

DATE JULY 2015 RECOMMENDED CADD FILE BZPT D001 DBAOUfiON .AI REVIATION

I 0001




www.mckissackdc.com




www.mckissackdc.com

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EIN EROSION AND SEDIMENT CONTROL PLAN1" = 20'-0"




www.mckissackdc.com

EROSION & SEDIMENT CONTROL DETAILS




www.mckissackdc.com

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SALT DOMEDEMOLITION PLANS

2015




www.mckissackdc.com




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GENERAL NOTES: 1 0 THE CONTRACTOR SHALL ALERT THE CONSTRUCTION MANAGER

48 HOURS PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION OPERATION AND SHALL ASCERTAIN THE LOCATION OF NEARBY UNDERGROUND UTILITIES. NO EXCAVATION IS PERMITTED UNTIL THE LOCATION OF UTILITIES ARE MARKED.

2. THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES HAVE BEEN ESTABLISHED BASED ON INFORMATION FROM RECORD AND CONTRACT DRAWINGS OF PAST AND PRESENT PROJECTS, TEST TRENCHES, AND FIELD SURVEYS. THESE LOCATIONS SHOULD BE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR SHALL NOTIFY DMPED/DGS/McKISSACK & McKISSACK OF ANY CONFLICT UPON EXCAVATION AT ANY AND ALL SUCH LOCATIONS.

3. ALL CONSTRUCTION ACTIVITIES, INCLUDING, BUT NOT LIMITED TO, WORK AREA, MATERIAL, EQUIPMENT STORAGE, AND FIELD OFFICES MUST BE CONFINED TO THE DESIGNATED SPACES AS INDICATED ON THE DRAWINGS.

4. EXISTING SITE CONDITIONS IN OTHER AREAS (SUCH AS CONTOURS, ELEVATIONS, ROADWAY AND BUILDING LOCATIONS, ETC.) ARE BASED ON INFORMATION FROM RECORD DRAWINGS AND PARTIAL FIELD SURVEYS. CONTRACTOR TO VERIFY ALL LOCATIONS IN THE FIELD.

5. TEST TRENCHES FOR THE PURPOSE OF EXPOSING AND RECORDING THE LOCATIONS OF EXISTING UTILITIES, STRUCTURES AND DUCTBANKS ARE REQUIRED PRIOR TO START OF DEMOLITION.

6. EXISTING AND MODIFIED DATA SHOWN ON THE DRAWINGS SUCH AS STATIONS, DIMENSIONS, CONTOURS AND ELEVATIONS ARE APPROXIMATE AND SHOULD BE USED AS A GUIDE ONLY.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL EXISTING AND NEW SITE CONDITIONS AND SHALL PERFORM A FIELD SURVEY.

8. THE CONTRACTOR SHALL EMPLOY A CERTIFIED LAND SURVEYOR, REGISTERED IN THE DISTRICT OF COLUMBIA, TO ESTABLISH ALL LINES, ELEVATIONS, ETC. OF ALL EXISTING SITE FEATURES AND TO ESTABLISH ALL CENTERLINES, CURVES, RADII, DIMENSIONS, ELEVATIONS AND OTHER GEOMETRIC DATA REQUIRED FOR ALL NEW SITE FEATURES AS LISTED IN NOTE 4 ABOVE, BY CONDUCTING A COMPLETE FIELD SURVEY. THE CONTRACTOR SHALL SUBMIT BOTH SHOP AND WORKING DRAWINGS TO DC WATER, DETAILING ALL NEW AND EXISTING SITE FEATURES. SHOP AND WORKING DRAWINGS SHALL COMPLY WITH THE CONTRACT SPECIFICATIONS.

9. CONTRACTOR SHALL SUBMIT AND EXECUTE A DUST CONTROL PLAN OUTLINING PROTOCOLS AND PROCEDURES FOR THE SPRAYING OF DUST PILES, CONTAINMENT OF FUGITIVE DUST, AND APPROPRIATE ADJUSTMENT MEASURES TO ACCOMMODATE CHANGES IN ENVIRONMENTAL CONDITIONS.

REDUCTION

I VERIACATION SCALE

I I

SYMBOLS DESCRIPTION EXISTING

LIGHT POLE nLP

ELECTRICAL MANHOLE (t)

COMMUNICATIONS MANHOLE © OR [g

CITY WATER VALVE CASING <£D

STORM SEWER MANHOLE (Q)

SANITARY SEWER MANHOLE ©

CATCH BASIN D CB

UTILITY POLE -e-CURB & GUTTER

CHAIN LINK FENCE -X-

W BEAM GUIDERAIL L L L

REMOVE (DEMOLISH) w~

I I I I I I I I I I

r INCHES

I

I

ABBREVIATIONS: ABAN ABANDONED ASC AMERICAN SURVEYING

CONSULTANTS ASL ALTERNATE SLUDGE

(SPARE LINE) BIT BITUMINOUS BL BASELINE BLDG BUILDING BW BACK OF WALK CB CATCH BASIN CCJM C.C. JOHNSON AND

MALHOTRA CG CHANGE OF GRADE CL CHLORINE CLS CHLORINE SOLUTION CLF CHAIN LINK FENCE C&G CURB AND GUTTER CSMH COMMUNICATIONS SYSTEM

MANHOLE COMM COMMUNICATIONS CRS CHEMICAL RECEIVING

STATION JOB W12-2600 SHEET 23 OF 27 cw CITY WATER DB DUCT BANK D DRAIN NO. DESCRIPTION BY DATE

Dl DROP INLET DIP DUCTILE IRON PIPE E EAST ELEC ELECTRIC EL/ELEV ELEVATION EMH ELECTRIC MANHOLE ETR EXISTING TO REMAIN FF FIRST FLOOR FM FORCE MAIN FT FEET GPR GROUND PENETRATING

RADAR HPNG HIGH PRESSURE

NATURAL GAS HPT HIGH POINT IN INCH INS INSERTION INV INVERT LC LENGTH OF CURVE LP LIGHT POLE LPT LOW POINT LT LEFT MG MEET GRADE MH MANHOLE MISC MISCELLANEOUS -MON MONUMENT MS MULTIPURPOSE SLUDGE N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT OMD OFFICE MANUAL DRAWING PC POINT OF CURVE PCC PORTLAND CEMENT

CONCRETE PCCP PRESTRESSED CONCRETE

CYLINDER PIPE DRN PROCESS DRAIN PGL PROFILE GRADE LINE PI POINT OF INTERSECTION PM PROCESS MANHOLE POC POINT ON CURVE POT POINT ON TANGENT PROP PROPOSED RPT POINT OF TANGENCY PVC POLYVINYL CHLORIDE R RADIUS RCP REINFORCED CONCRETE

PIPE RCPP REINFORCED CONCRETE

PRESSURE PIPE RD ROOF DRAIN REF ROOF EXHAUST FAN RR RAILROAD RT RIGHT s SOUTH SMH SANITARY SEWER MANHOLE SRPS SITE RUNOFF PUMP STATION STMH STORM SEWER MANHOLE SD STORM DRAIN SDBC DUCT BANK GROUND WIRE STA STATION NO. DESCRIPTION BY DATE TC TOP OF CURB PUBLIC SPACE REVIEW TEL TELEPHONE TOC TOP OF CASTING McKISSACK AND McKISSACK TOS TOP OF SLAB ENGINEERING TYP TYPICAL VAR VARIABLE BUZZARD POINT vc VITRIFIED CLAY SALT DOME DEMOLITION w WEST WMH WATER MANHOLE X-DRAIN CROSS DRAIN NOTES AND ABREVIATIONS YH YARD HYDRANT

DEIIOUllON SCALE DRAWN CEC INTERCEPTOR CHECKED JUH SYSTEM SUBMITTED M BABBITT SURVEYED

DATE JULY 2015 RECOMMENDED CADD FILE BZPT D001 DBAOUfiON .AI REVIATION

I 0001




www.mckissackdc.com

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NO. D~CRIPTION BY DATE

GENERAL NOTES: 1. POTOMAC AND HALF STREET, SW. SQUARE 0661,

LOT 0800 IS A WASHINGTON DC PROPER1Y.

2. THIS PROPER1Y IS DEVELOPED WITH A LARGE DOME UTILIZED FOR SALT STORAGE. THERE ARE LARGE CHEMICAL STORAGE CONTAINERS ON THE LOT.

NO.

SCALE INTERCEPTOR

D~CRIPTION

PUBLIC SPACE REVIEW


BUZZARD POINT SALT DOME DEMOLITION

SITE LOCATION PLAN

DEIIOUllON DRAWN CEC CHECKED JUH

BY DATE

1-::S=YSI.::::;EM=-----------1 SUBMITTED M BABBITT SURVEYED

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DEMOLITION NOTES:

1. DEMOLISH, COMPLETELY, DOWN TO GRADE, EVERYTHING WITHIN THE LIMITS OF DEMOLITION.

2. THE CONTRACTOR IS RESPONSIBLE FOR THE COMPLETE AND SAFE REMOVAL OR REMEDIATION OF ANY HAZARDOUS MATERIALS FOUND IN THE DEMOLITION LIMITS REPRESENTED IN THE DEMOLITION DRAWINGS.

3. REMOVE ALL EXISTING SURFACE MOUNTED FIXTURES, WIRING OR ANY ATTACHMENTS AND MISCELLANEOUS DEBRIS LEFT WITHIN THE DEMOLITION AREA.

4. REMOVE ALL DEBRIS FROM BUILDING SITE.

5. REMOVE ALL EXISTING LIGHT POLES AND LIGHT POLE FOUNDATIONS. BACKFILL WITH CR6 TO EXISTING GRADE. ALL FILL SHALL BE PROPERLY COMPACTED WHEN PLACED.

6. IF REQUIRED, REMOVE AND PROPERLY DISPOSE OF ALL CHEMICAL STORAGE TANKS AT FACILITY EQUIPPED TO HANDLE HAZARDOUS MATERIALS AND DEMOLISH ALL WITHIN THE DEMOLITION LIMITS. BACKFILL AREA TO GRADE WITH CR6.

LEGEND: -LOD-- UMIT OF DISTURBANCE

&SSSSI AREA OF DEMOLITION



PUBLIC SPACE REVIEW


BUZZARD POINT SALT DOME DEMOLITION

DEMOLITION PLAN


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GENERAL NOTES: 1. COMPLY WITH EROSION CONTROL NOTES ON

DRAWING DDOE002.

2. FOR EROSION AND SEDIMENT CONTROL DETAILS SEE DRAWING DDOE002.

CODED NOTES: 0 STABILIZED CONSTRUCTION ENTRANCE

@ STANDARD INLET PROTECTION

LEGEND: - SBD STRAW BALE DIKE

STABIUZED CONSTRUCTION ENTRANCE

- LOD UMIT OF DISTURBANCE

c::::J STANDARD INLET PROTECTION SIP


NO. DESCRIPTION

PUBLIC SPACE REVIEW


BUZZARD POINT SALT DOME DEMOUTION

BY DATE

EROSION AND SEDIMENT CONTROL PLAN

DEIIOUllON SOOE DRAWN CEC INTERCEPTOR CHECKED JUH

~S:,:::YST;:::EM=------------j SUBMITIED M. BABBITT SURVEYED

DATE JULY 201 5 RECOMMENDED 1-:CAD:':':':::--D -;:::FIL-;:-E -;:BZ:;;::;PT;:-:_D~OE:';::E0:'::':01:'-::;_E:;::RO:::=SIO:;::N-:I..D SEDIMENT CONTROL

DOEE001 ~j~L---------------------------------~--~S=OO=E------~----~----~----~----~----~----~----~~----~----~----~------------~--------------------------------------------~------------------------------~----~~




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0E n tr · 2015-10-21 · McKissack & McKissack 901 K Street, NW, Suite 600 Washington, DC 20001 § § § § § § § § § § § § § §