RTA Submittal Drawings Ord and Weitzel 2020 0612.pdf

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PROJECT LOCATION

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PROJECT LOCATION

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NOT TO SCALENOT TO SCALE

ARLINGTON, VIRGINIA

ORD & WEITZEL GATE RECONSTRUCTION

ARLINGTON NATIONAL CEMETERY

KEARNY

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DILL

SIR JOHN D

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NAT. CEM.

ARLINGTON

D.C.

Washington

CONTRACT NO. W91236-14-D-0028-0021

JUNE 12, 2020

RTA SUBMITTAL

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OCCURS TO EXISTING STRUCTURE, STREETS, SOIL OR UTILITIES ADJACENT TO EXCAVATIONS.

SHEETING OR BRACING SO THAT NO HORIZONTAL MOVEMENT OR VERTICAL SETTLEMENT

WHETHER SHORING, CONTRACTOR SHALL PROVIDE TEMPORARY OR PERMANENT SUPPORTS, 21.

OTHER GATES SHALL BE COORDINATED WITH THE COR.

CEMETERY GATES MAY BE REQUIRED TO DECONFLICT WITH CEMETERY EVENTS. USE OF

GATE. USE OF OTHER THE CONTRACTOR'S PRIMARY ENTRANCE SHALL BE ORD AND WEITZEL 20.

CONSTRUCTION.

UTILITIES IN ADVANCE OF CONSTRUCTION AND COORDINATE WITH THE UTILITY OWNER DURING

GUARANTEED TO BE EXACT OR COMPLETE. CONTRACTOR SHALL LOCATE ALL EXISTING

FIELD SURVEYS AND NOT EXISTING UTILITIES SHOWN ARE BASED ON AVAILABLE RECORDS AND 19.

AND REGULATIONS AS STATED IN THE PROJECT SPECIFICATION 01 35 26.

LATEST OSHA LAWS WORK SHALL BE PERFORMED AND IMPLEMENTED IN ACCORDANCE TO THE 18.

SHOWN IN THE CONTRACT SPECIFICATIONS.

AND REGULATIONS AS ALL WORK SHALL COMPLY WITH THE APPLICABLE CODES, LAWS, RULES, 17.

OTHERWISE BY COR.

UNLESS DIRECTED THE CONTRACTOR SHALL DISPOSE OF SPOILS IN LAYDOWN AREAS DAILY 16.

ALL LAY DOWN AREAS MUST HAVE A PROPERLY PLACED PROTECTIVE FENCE.

AND SPECIFICATIONS. THE CONTRACTOR MAY USE LAY DOWN AREA INDICATED ON THE PLANS 15.

MANAGEMENT PLAN IN PLACE PRIOR TO START OF CONSTRUCTION.

AND A WASTE THE CONTRACTOR SHALL HAVE AN ENVIRONMENTAL PROTECTION PLAN 14.

INSTALLATION. NOTIFY THE COR AT LEAST 96 HOURS PRIOR TO UTILITY OUTAGES.

AND VERIFY ORDER OF CONSTRUCTION WITH THE COR PRIOR TO UTILITY DEMOLITION AND

DRAWINGS FOR UTILITY WORK THE CONTRACTOR SHALL THOROUGHLY REVIEW THE CONTRACT 13.

PRESERVE ANY UNDERGROUND UTILITIES.

DAMAGES WHICH THE CONTRACTOR INCURRED DUE TO ITS FAILURE TO EXACTLY LOCATE AND

GOVERNMENT ANY THE CONTRACTOR SHALL REPAIR AT NO ADDITIONAL COST TO THE 12.

BEFORE PROCEEDING WITH THE WORK.

DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE COR

THE CONTRACT ALL OMISSIONS AND CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF 11.

BEFORE STARTING WORK AND NOTIFY THE COR IMMEDIATELY OF ANY DISCREPANCIES.

CONDITIONS THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE 10.

THE CONTRACTOR IS RESPONSIBLE TO OBTAIN ALL PERMITS NECESSARY.9.

EARTHWORK PLACEMENT.

PROJECT SPECIFICATIONS. SEE SPECIFICATIONS 31 00 00 FOR REQUIREMENTS CONCERNING

DENSIFIED AND SHALL BE EVALUATED BY COR FOR STABILITY IN ACCORDANCE WITH THE

SUBGRADE SOILS SHALL BE FOLLOWING THE PAVEMENT REMOVAL OPERATION, THE EXPOSED 8.

GRUBBING SHALL NOT ENCROACH ON ANY GRAVE SITES OR AREAS DEEMED SENSITIVE.

CLEARING AND CONTRACTOR SHALL CLEAR AND GRUB ONLY AS DIRECTED BY THE COR. 7.

TIMES.

SEDIMENT CONTROL PLAN PACKAGE OF DOCUMENTS AT THE ON SITE PROJECT OFFICE AT ALL

ENVIRONMENTAL QUALITY STORMWATER POLLUTION PREVENTION PLAN AND EROSION AND

SET OF DRAWINGS, AND THE ORIGINAL APPROVED STAMPED VIRGINIA DEPARTMENT OF

DOCUMENTS, A COMPLETE CONTRACTOR SHALL HAVE A SET OF SPECIFICATIONS & CONTRACT 6.

OUT OF THE CONTRACTOR'S FAILURE TO COMPLY WITH THE REQUIREMENTS OF THE SAID ACT.

HARMLESS AGAINST ANY LOSS, DAMAGES OR CLAIMS OF ANY NATURE WHATSOEVER ARISING

CODE OF VIRGINIA, 1950) AS AMENDED AND HEREBY AGREES TO HOLD THE GOVERNMENT

THE "VIRGINIA UNDERGROUND UTILITY DAMAGE PREVENTION ACT" (SECTION 56-265.14 ET SEQ., ALL THE PROVISIONS OF THE CONTRACTOR SHALL BE REQUIRED AND AGREES TO COMPLY WITH 5.

CONSTRUCTION ACTIVITIES.

LOCATOR PRIOR TO THE CONTRACTOR SHALL HAVE UTILITIES LOCATED BY PRIVATE UTILITY 4.

PROXIMITY TO GRAVE SITES WILL BE CLOSELY COORDINATED WITH ANC STAFF.

THE 10' X 5' AREA IN FRONT OF ALL HEADSTONES. WORK IN AREAS THAT ARE IN CLOSE

CONSIDERED TO BE THE CONTRACTOR SHALL NEVER DISTURB GRAVE SITES. GRAVE SITE IS 3.

ASSIGNED TO THIS PROJECT.AN ARLINGTON NATIONAL CEMETERY PROJECT ENGINEER WILL BE 2.

PROJECTS.

ALL CONSTRUCTION ARLINGTON NATIONAL CEMETERY'S AREA OFFICE IS CONTACT POINT FOR 1.

GENERAL NOTES

WORK IS IN CLOSE PROXIMITY TO GRAVESITES.

THE CONTRACTOR SHALL COORDINATE WITH THE ANC COR AND ANC PROJECT ENGINEER WHEN 15.

TRIMMING WILL BE COORDINATED THROUGH THE COR TO THE ANC HORTICULTURE STAFF.

TREES MUST BE PROTECTED TO THE MAXIMUM EXTENT POSSIBLE. ROOT PRUNING AND TREE

ACCOMPLISH NEW WORK IN CLOSE PROXIMITY TO EXISTING TREES. ROOTS FROM OLD OR MATURE

THE ANC ARBORIST SHALL BE PRESENT DURING DEMOLITION AND EXCAVATION NECESSARY TO 14.

THE COR SHALL BE NOTIFIED IMMEDIATELY IF THERE ARE ANY CONFLICTS.

CONTRACTOR TO VERIFY LOCATION, DEPTH, AND SIZE OF ALL UTILITIES PRIOR TO CONSTRUCTION. 13.

PERCHED WATER CONDITIONS SHALL BE PLANNED FOR PRIOR TO CONSTRUCTION BEGINNING.12.

ESTIMATED DEPTH IS APPROXIMATELY 4" TO 6"

CONCRETE PAVEMENT AND/OR MESH MAY BE ENCOUNTERED UNDER THE EXISTING PAVEMENT, 11.

PROJECT SPECIFICATIONS.

FILL PLACEMENT. THESE WEAK AREAS SHALL BE REMOVED AND REPLACED IN ACCORDANCE WITH THE

WHERE EXCESSIVELY UNSTABLE SUBGRADE SOILS ARE OBSERVED DURING PROOF ROLLING AND/OR 10.

PROJECT SPECIFICATIONS.

OBSERVED UNDER PROOF ROLLING. THIS PROOF ROLLING SHALL BE IN ACCORDANCE WITH THE

FOLLOWING PAVEMENT ROUGH GRADING OPERATIONS, THE EXPOSED SUBGRADE SHALL BE 9.

DELAYS, SAFETY, MAINTAINING SERVICE, PROVIDING ACCESS, AND AVOIDING ADDITIONAL COST.

INCLUDE AVOIDING ACTIVE BURIALS AND BURIAL PROCESSIONS, SPECIAL EVENTS, PREVENTING

CONSTRUCTION ACTIVITIES IN, ADJACENT, OR NEAR THE WORKING AREA. COORDINATION SHALL

THE CONTRACTOR SHALL COORDINATE SCHEDULING OF WORK WITH THE COR DAILY AND WITH OTHER 8.

INSTALLED PRIOR TO CONNECTION THE UTILITY'S EXISTING SYSTEM.

CONTROL STRUCTURES). CONTRACTOR MAY ONLY OPERATE NEW FACILITIES THAT THEY HAVE

REPRESENTATIVE MAY OPERATE EXISTING UTILITY SYSTEM CONTROLS (I.E. VALVES, SWITCHES, OPERATIONS OF EXISTING FACILITIES - ONLY THE UTILITY OWNERS OR THEIR DESIGNATED 7.

CONTRACT SPECIFICATIONS.

REQUIREMENTS OF THE VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY AS SHOWN IN THE

EROSION, SEDIMENT AND STORMWATER CONTROL (DRAINAGE) SHALL CONFORM TO THE 6.

DELINEATED IN THE SPECIFICATIONS.

SHOP DRAWINGS AND SUBMITTALS - MATERIALS AND PROCEDURES REQUIRING SUBMITTALS ARE 5.

CURING COMPOUND SHALL COMPLY WITH SECTION 03 39 00.00.4.

REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615, GRADE 60.3.

c.- CONCRETE REINFORCING STEEL INST. (CRSI) "MANUAL OF STANDARD PRACTICE."

b.- ACI 318 (2014 EDITION) "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE."

CONCRETE.

a.- AMERICAN CONCRETE INSTITUTE (ACI) 301 (2016 EDITION) SPECS FOR STRUCTURAL

FOLLOWING CODES, SPECIFICATIONS AND STANDARDS:

CONTRACTORS WORK PROGRESS AND PERFORMANCE SHALL COMPLY WITH PROVISIONS OF THE 2.

ALL CONCRETE SHALL BE IN COMPLIANCE WITH THE PROJECT SPECIFICATIONS SECTION 03 39 00.00 10.1.

ADDITIONAL GENERAL NOTES

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ORD & WEITZEL ROAD REPAIRS

ORD & WEITZEL GATE

McPHERSON

PERSHING

WILSON & McCLELLAN

SHERIDAN

PROPOSED STORMWATER MANAGEMENT FACILITY DRAINAGE AREA

OUTFALL

PROPOSED ANC CAPITAL IMPROVEMENT PROJECT LOCATIONS

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STANDARDS AND SPECIFICATIONS.

ALL INSPECTION & MAINTENANCE PROCEDURES SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS

NECESSARY.

CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS

OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.

AND NO LESS THAN 1 YEAR THEREAFTER. INSPECTION INTERVALS SHALL BE BASED ON PREVIOUS THE PROPOSED MTD SHALL BE INSPECTED EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION

MAINTENANCE OF ALL PROPOSED MANUFACTURED TREATMENT DEVICES.

ARLINGTON NATIONAL CEMETERY IS RESPONSIBLE FOR THE LONG TERM OPERATIONS AND

INSPECTION & MAINTENANCE: HYDRODYNAMIC SEPARATOR

ROUTING RESULTS THROUGH THE SWMF WITH THE PROPOSED GATE IMPROVEMENTS.

UNDERGROUND CHAMBER SYSTEM PROVIDES WATER QUANTITY TREATMENT. TABLE 4 GIVES FLOW

CREDIT IS PROVIDED BY THE ANC COMPREHENSIVE STORMWATER MANAGEMENT PLAN. THE

LAND DISTURBING ACTIVITIES UNDER THE VSMP REGULATION 9VAC-870. WATER QUALITY TREATMENT STORMWATER MANAGEMENT DESIGN FOR THIS PROJECT COMPLIES WITH TECHNICAL CRITERIA IIB FOR

HOUSE, GATE COLUMNS, STORM SEWER SYSTEM, AND UNDERDRAINS.

THE PROPOSED IMPROVEMENTS INCLUDE A TRAM PULLOUT AREA, SIDEWALK, CURB AND GUTTER, GUARD

CURRENTLY NO EXISTING STORMWATER MANAGEMENT FACILITIES LOCATED WITHIN PROJECT LIMITS.

NORTHWEST TO SOUTHEAST TOWARD THE CEMETERY ENTRANCE AND THE POTOMAC RIVER. THERE ARE THE EXISTING WATERSHED AREA HAS MIXED TOPOGRAPHY WITH AN AVERAGE SLOPE OF >6% THAT RUNS

ORD & WEITZEL GATE RECONSTRUCTION STORMWATER MANAGEMENT NARRATIVE

LEGEND

MANUFACTURERS STANDARDS AND SPECIFICATIONS.

ALL INSPECTION & MAINTENANCE PROCEDURES SHALL BE IN ACCORDANCE WITH THE

NECESSARY.

CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS

OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS.

AND NO LESS THAN 1 YEAR THEREAFTER. INSPECTION INTERVALS SHALL BE BASED ON PREVIOUS THE PROPOSED MTD SHALL BE INSPECTED EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION

MAINTENANCE OF ALL PROPOSED MANUFACTURED TREATMENT DEVICES.

ARLINGTON NATIONAL CEMETERY IS RESPONSIBLE FOR THE LONG TERM OPERATIONS AND

INSPECTION & MAINTENANCE: UNDERGROUND CHAMBER SYSTEM

REGULATIONS 9VAC25-870.

TECHNICAL CRITERIA IIB OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP)

WATER QUALITY AND WATER QUANTITY TREATMENT. THE MTDS ARE DESIGNED TO COMPLY WITH

SEPARATOR WILL PROVIDE PRETREATMENT AND AN UNDERGROUND CHAMBER SYSTEM WILL PROVIDE

THE PROPOSED SWMFS ARE MANUFACTURED TREATMENT DEVICES (MTDS). A HYDRODYNAMIC

THE PROJECTS LISTED IN TABLE 3.

PER 9VAC25-870-92. ADDITIONAL NUTRIENT CREDITS WILL BE APPLIED TOWARDS, BUT NOT LIMITED TO, THE PROPOSED STORMWATER MANAGEMENT FACILITIES WILL BE USED FOR A COMPREHENSIVE PLAN

WATERSHED THAT DRAINS TO SECTION 52.

IMPROVEMENT PROJECT, ORD & WEITZEL ROAD REPAIRS. THE SWMFS WILL TREAT THE 58.08 ACRE

PROPOSED TO BE INSTALLED IN SECTION 52 OF THE CEMETERY DURING THE FIRST CAPITAL

ARLINGTON NATIONAL CEMETERY (ANC). TWO STORMWATER MANAGEMENT FACILITIES (SWMFS) ARE

WATER QUALITY AND WATER QUANTITY TREATMENT FOR CAPITAL IMPROVEMENT PROJECTS AT

THE PURPOSE OF THE ANC COMPREHENSIVE STORMWATER MANAGEMENT PLAN IS TO PROVIDE

COMPREHENSIVE STORMWATER MANAGEMENT PLAN NARRATIVE

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ORD & WEITZEL

SHERIDAN

WILSON & MCCLELLAN

MCPHERSON

PERSHING

(CURRENT PROJECT)

ORD & WEITZEL GATE

slope stabilizing measures until the problem is corrected.

permanent stabilization shall be provided with additional found to be eroding excessively within one year of a manner that will minimize erosion. Slopes that are

7.Cut and fill slopes shall be designed and constructed in during a 25-year storm of 24-hour duration.

minimum maintain the structural integrity of the basin yards/acre of drainage area. The outfall system shall at a acres with minimum storage capacity of 134 cubic constructed to control drainage areas greater than three yards/acre of drainage area. Sediment basins shall be acres with minimum storage capacity of 134 cubic constructed to control drainage areas less than three served by the trap or basin. Sediment traps shall be and constructed based upon the total drainage area to be

6.Sediment traps and sediment basins shall be designed immediately after installation.

structures such as dams, dikes, and diversions

5.Stabilization measures shall be applied to earthen disturbance takes place.

activity and shall be made functional before upslope land shall be constructed as a first step in any land-disturbing barriers and other measures intended to trap sediment

4.Sediment basins and traps, perimeter dikes, sediment erosion.

uniform, mature enough to survive, and will inhibit established until a ground cover is achieved that is

Permanent vegetation shall not be considered denuded areas not otherwise permanently stabilized.

3.Permanent vegetative cover shall be established on transferred off site.

stockpiles on site and borrow areas or soil intentionally permanent stabilization shall be applied to all soil sediment trapping measures. Temporary protection and borrow areas shall be stabilized or protected with

2.During construction of the project, soil stockpiles and dormant for more than one year.

stabilization shall be applied to areas that are to be left remain dormant for longer than 30 days. Permanent denuded areas that may not be a final grade but will soil stabilization shall be applied within seven days to grade is reached on any portion of the site. Temporary applied to denuded areas within seven days after final

1.Permanent or temporary soil stabilization shall be

N/A

N/A provided with additional slope stabilization measures.

one year of permanent stabilization, the slopes shall be time the slopes are found to be eroding excessively within

All cut and fill slopes shall not cause erosion. If at any

REQUIREMENT

N/A feet of trench at one time.

The contractor shall not excavate more than 500 linear any off site property.

does not adversely affect the receiving body of water or trapping device, or both, and discharge in a manner that dewatering operations through an approved sediment

The contractor shall either filter or pass effluent from these regulations.

Re-stabilization shall be accomplished in accordance with accomplishing this work.

The contractor shall comply with all safety regulations in area.

minimum and transported to a sediment control disposal sweeping or shoveling at the end of each day at a transported onto paved surfaces shall be removed by transported onto paved surfaces. Any sediment

The contractor shall minimize the amount of sediment further erosion or transport of sediment.

sediment shall be permanently stabilized to prevent stabilization and as approved by the city. Trapped sediment control measures within 30 days after final site

The contractor shall remove temporary erosion and adversely affect flowing streams or off-site property.

or both, and discharged in a manner that does not passed through an approved sediment trapping device, C. Effluent from dewatering operations shall be filtered or of trenches.

B. Excavated material shall be placed on the uphill side at one time.

A. No more than 500 linear feet of trench may be opened stabilization.

compacted in order to minimize erosion and promote

D. Material used for backfilling trenches shall be properly be complied with.

F. Applicable safety regulations shall with these regulations.

E. Re-stabilization shall be accomplished in accordance land-disturbing activities.

apply to individual development lots as well as to larger sediment is removed in this manner. This provision shall disposal area. Street washing shall be allowed only after or sweeping and transported to a sediment control

Sediment shall be removed from the roads by shoveling shall be cleaned thoroughly at the end of the day.

onto a paved or public road surface, the road surface onto the paved surface. Where sediment is transported minimize the transport of sediment by vehicular tracking paved or public roads, provisions shall be made to

17.Where construction vehicle access routes intersect further erosion and sedimentation.

measures shall be permanently stabilized to prevent soil areas resulting from the disposition of temporary program authority. Trapped sediment and the disturbed longer needed, unless otherwise authorized by the local stabilization or after the temporary measures are no shall be removed within 30 days after final site

18.All temporary erosion and sediment control measures the outfall of the pipe or pipe system shall be performed.

system. For those sites, downstream stability analyses at man-made receiving channel, pipe, or storm sewer site shall be discharged directly into adequate natural or

Concentrated stormwater runoff leaving a development accordance with the following standards and criteria.

for the stated frequency storm of 24-hour duration in volume, velocity and peak flow rate of stormwater runoff deposition, erosion and damage due to increases in development sites shall be protected from the sediment

19.Properties and waterways downstream from

N/A

Management Program (VSMP) Permit Regulations.

out in 4VAC25-870-66 of the Virginia Stormwater compliance with water quantity minimum standards set are provided in the Stormwater Managment Report show and waterways downstream of the project. Calculations plans and permits to ensure the protection of properties

The contractor shall comply with the requirements of the disturbance within the time frame specified.

Specifications within denuded areas following initial accordance with Table 3.31-B Temporary Seeding

Contractor shall schedule and apply temporary seeding in

EARTHWORK.

compacted in accordance with SECTION 31 00 00

The contractor shall ensure backfilled trenches are but will remain dormant for more that one (1) year.

the site that are at final grade or areas not at final grade

SECTION 32 92 23 SODDING within denuded areas of

Contractor shall provide sodding in accordance with any land disturbance.

shown on plan sheets CD -101 through CD-113, prior to

Contractor shall install inlet protection and silt fence, as being filtered or otherwise treated to remove sediment.

water cannot enter the conveyance system without first construction shall be protected so that sediment-laden

10.All storm sewer inlets that are made operable during drainage or other protection shall be provided.

9.Whenever water seeps from a slope face, adequate permanent channel, flume, or slope drain structure.

slopes unless contained within an adequate temporary or

8.Concentrated runoff shall not flow down cut or fill N/A

N/A system.

sediment-laden water before entering the conveyance other approved equal) on any proposed inlet to filter

Contractor shall provide inlet protection (VDOT EC-6 or

N/A

N/A

N/A constructed of non-erodible material shall be provided.

period, a temporary vehicular stream crossing construction vehicles more than twice in any six-month

13.When a live watercourse must be crossed by materials.

for theses structures if armored by non-erodible cover of causeways and cofferdams. Earthen fill may be used

Non-erodible material shall be used for the construction the greatest extent possible during construction.

control sediment transport, and stabilize the work area to precautions shall be taken to minimize encroachment, 12.When work in a live watercourse is performed, channel and receiving channel.

channel lining shall be installed in both the conveyance protection and any required temporary or permanent channels or pipes are made operational, adequate outlet

11.Before newly constructed stormwater conveyance other applicable criteria:

accordance with the following standards in addition to

16.Underground utility lines shall be installed in completed.

stabilized immediately after work in the watercourse is

15.The bed and banks of a watercourse shall be shall be met.

pertaining to working in or crossing live watercourses

14.All applicable federal, state, and local regulations

REQUIREMENT

disturbance or immediately hauled offsite.

stockpiles contained completely within the limits of stockpiles. Excavated soil shall either be stored in

Contractor shall install temporary silt fence around all a protected stockpile or immediately haul off the site.

downhill side of trenches and shall either contain material in

The contractor shall not leave excavated material on the

G-005

FOXTAIL MILLET (SETARIA ITALICA (L.) P. BEAUV.)

COMMON WHEAT, WINTER TYPE (TRITICUM AESTIVUM L.)

COMMON OAT, WINTER TYPE (AVENA SATIVA L.)

COMMON BARLEY, WINTER TYPE (HORDEUM VULGARE L.)

STABILIZATION:

SPECIES ANY TIME OF YEAR TO AREAS THAT ARE NOT READY FOR PERMANENT

SHALL NOT BE USED FOR TEMPORARY SEEDING. APPLY THE FOLLOWING TEMPORARY SEED

ANNUAL RYEGRASS (LOLIUM MULTIFLORUM) AND SERIAL (WINTER) RYE (SECALE CEREAL)

NOTE:

APPLICABLE MINIMUM STANDARDS (MS-1 THROUGH MS-19) MUST BE ADDRESSED.

THIS SECTION PRESENTS THE GUIDELINES AND REQUIREMENTS IDENTIFIED IN CHAPTER 6 OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS HANDBOOK. ALL

VESCH MINIMUM STANDARDS (MS-19)

CONSTRUCTION SUCH THAT WORK IS PREFORMED IN THE DRY.

18. CONTRACTOR SHALL PROVIDE CONTINOUS CONTROL OF SURFACE AND SUBSURFACE WATER DURING

OTHERWISE BY COR.

APPROPRIATE MEASURES TO PREVENT ANY FURTHER SEDIMENT POLLUTION UNLESS DIRECTED

AFTER A STORM EVENT AND, IF OBSERVED, SHALL CLEAN UP THE SEDIMENT AND PLACE THE

17. THE CONTRACTOR SHALL MONITOR SEDIMENT TRANSPORT FROM THE PROJECT LIMITS DURING AND

AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA.

TRACKED ONTO THE PAVED SURFACE, THE SEDIMENT SHALL BE REMOVED BY SHOVELING OR SWEEPING

TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS

16. EXISTING TEMPORARY CONSTRUCTION ENTRANCES SHALL BE MAINTAINED TO MINIMIZE THE

PRIOR TO UPLAND LAND DISTURBANCE.

CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY, AND SHALL BE MADE FUNCTIONAL

15. ALL SEDIMENT BARRIERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE

AS DETERMINED BY THE COR.

ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION

MINIMUM REQUIRED. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF

14. ALL EROSION AND SEDIMENT CONTROL MEASURES INDICATED IN THE CONTRACT DRAWINGS ARE THE

ACHIEVED.

DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS

13. ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES

REMOVED IMMEDIATELY. TRAPPED SEDIMENT SHALL BE REMOVED FROM THE SITE.

DISTURBED AREAS ARE STABILIZED. AFTER STABILIZATION IS COMPLETE, ALL MEASURES SHALL BE

12. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE NOT TO BE REMOVED UNTIL ALL

SITE TRAFFIC.

LIMITED TO) USE OF WATER, MULCH, OR CHEMICAL DUST ADHESIVES AND CONTROL OF CONSTRUCTION

11. THE CONTRACTOR SHALL MONITOR AND TAKE PRECAUTIONS TO CONTROL DUST INCLUDING (BUT NOT

SPECIFICATIONS.

10. CONTRACTOR SHALL PROVIDE LANDSCAPE MAINTENANCE IN ACCORDANCE WITH THE PROJECT

SPECIFICATION SECTION 32 92 23.

9. ONLY SOD SHALL BE USED ONSITE, PERMANENT SEEDING IS NOT ALLOWED. SEE SODDING

BY THE COR

ACHIEVED, (I.E. IS UNIFORM AND MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION), AS APPROVED

8. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS

SHALL BE REPLACED BY A TREE OF AT LEAST 2 INCH CALIPER OF THE SAME SPECIES OF LIKE QUANTITY.

7. IF DESIRED TREES PROTECTED BY THE ABOVE MEANS ARE KILLED DURING CONSTRUCTION, THEY

FROM THE TREE). THIS SHALL APPLY TO DITCHING FOR ALL UTILITY SERVICES.

(EXAMPLE: CIRCUMFERENCE OF 10 INCHES WOULD HAVE A "NO CUT" ZONE OF 20 FEET IN ALL DIRECTIONS

TWICE THE TREE CIRCUMFERENCE ( MEASURED 4 1/2 INCHES ABOVE GROUND LINE) EXPRESSED IN FEET.

EXCAVATION AND GRADING OPERATIONS. FEEDER ROOTS SHALL NOT BE CUT IN AN AREA EQUAL TO

6. EQUIPMENT OPERATORS SHALL AVOID DAMAGE TO EXISTING TREE TRUNKS AND ROOTS DURING

PROTECTION SHALL BE INSTALLED AS REQUIRED.

5. NOTHING SHALL BE NAILED OR ATTACHED TO TREES DURING CONSTRUCTION ACTIVITIES. TREE

NECESSARY BY THE COR.

CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED

4. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION AND MAINTENANCE OF ANY ADDITIONAL

RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE MADE IMMEDIATELY.

EFFECTIVENESS OF THE EROSION CONTROL DEVICES AND CLEANUP OF SEDIMENTATION ARE THE

AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS TO MAINTAIN THE

3. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES EVERY (4) FOUR WORKING DAYS

STEP IN CONSTRUCTION.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST

SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (3RD EDITION, 1992).

PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND

1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL

EROSION AND SEDIMENT CONTROL NOTES

SEDIMENT CONTROLLED DISPOSAL AREA.

SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND BE TRANSPORTED TO A

PUBLIC OR PRIVATE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY.

PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. ALL MATERIAL TRACKED ONTO A

7. THE TEMPORARY CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILLI

IS MAINTAINED. AS NEEDED, SEEDED AREAS SHALL BE FERTILIZED AND RESEEDED.

6. THE SEEDED AREAS SHALL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF VEGETATION

REMOVED AND CLEANED OR REPLACED.

PREVENT DRAINAGE. IF THE INLET PROTECTION DEVICES ARE CLOGGED BY SEDIMENT, THEY SHALL BE

5. THE INLET PROTECTION DEVICES WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP, WHICH WILL

REACHES HALF WAY TO THE TOP OF THE BARRIER.

THE FABRIC AND/OR POSTS. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION

4. THE SILT FENCE BARRIER WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF

REQUIRED BY THE OWNER.

MATERIALS DURING CONSTRUCTION AND MAINTAIN ALL EROSION CONTROL DEVICES ON A BASIS OR AS

3. THE CONTRACTOR WILL CLEAN THE EROSION CONTROL DEVICES OF MUD, DEBRIS, AND ERODED

THE END OF THE DAY AND IN ACCORDANCE WITH ALL PERMIT REQUIREMENTS.

SIGNIFICANT RAINFALL BY THE CONTRACTOR OR THE APPROPRIATE REPRESENTATIVE, AND REPAIRED BY

2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH

FUNCTION.

MAINTAINED AND REPAIRED AS NEEDED TO ASSURE CONTINUED PERFORMANCE OF THEIR INTENDED

1. ALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL PRACTICES MUST BE

MAINTENANCE:

E R

O S

IO

N A

N D S

E D

IM

E N

T

C O

N T

R O

L N

O T

E S

COMPLETE THE FINAL OVERLAY FOR THE PROJECT.

10.3 PHASE III CONSTRUCT WESTERN HALF OF GATE ENTRANCE DR AND CURB AND GUTTER.

WEITZEL DR, AND THE EASTERN HALF OF GATE ENTRANCE DR.

10.2 PHASE II CONSTRUCT GUARD HOUSE TRAM STOP CUSTIS WALK ACROSS ORD AND

20+03 TO 29+62.67 AND REROUTE PEDESTRIAN TRAFFIC ALONG ORD AND WEITZEL ROAD.

10.1 PHASE I CONSTRUCT CUSTIS WALK, GATE AND WATERLINE RELOCATION FROM STA

10.CONSTRUCTION SEQUENCING

SODDING AS INDICATED IN VESCH STANDARD AND SPECIFICATION 3.33.

9. PERMANENT STABILIZATION: PERMANENT STABILIZATION SHALL BE ACHIEVED THROUGH

BEFORE CONSTRUCTION BEGINS.

ACCORDANCE WITH 9VAC25-870-56.B. CONTRACTOR SHOULD COORDINATE WITH COR

AN AREA TO WASH OUT REMAINING CONCRETE FROM TRUCKS BEFORE IT HARDENS IN

D. CONCRETE WASHOUT

CONSTRUCTION ENTRANCES SHALL HAVE A WIDTH OF 12’ TO LIMIT IMPACTS.

TWICE A DAY FOR ALL ENTRANCES THAT DO NOT MEET VESCH REQUIREMENTS.

VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. ROADS SHALL BE SWEPT

A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF

C. CONSTRUCTION ENTRANCE – 3.02

SEDIMENT FROM CONCENTRATED FLOW RUNOFF.

SEDIMENT FILTERS SHALL BE INSTALLED AT THE INLET OF STORM DRAINS TO REMOVE

B. INLET PROTECTION – 3.07

AREAS TO REMOVE SEDIMENT FROM SHEET FLOW RUNOFF.

TEMPORARY SILT FENCE WILL BE INSTALLED DOWNSLOPE OF KEY CONSTRUCTION

A. SILT FENCE BARRIER – 3.05

8. EROSION AND SEDIMENT CONTROL MEASURES:

DOWNSTREAM.

CONTROLS ARE IN PLACE TO PREVENT THE TRANSFER OF SEDIMENT-LADEN RUNOFF

AREAS. ENSURE THAT THE SLOPE IS STABILIZED AND ALL EROSION AND SEDIMENT

7. CRITICAL EROSION AREAS: PARTICULAR CAUTION SHOULD BE TAKEN FOR ALL DENUDED

VDEQ.

RESPONSIBLE FOR OBTAINING ADDITIONAL PERMITS FOR THOSE AREAS IF REQUIRED BY

6. OFF-SITE AREAS: IF ANY OFF-SITE AREAS ARE NEEDED, THE CONTRACTOR IS

CEMETERY AND IS SURROUNDED BY CEMETERY LAND USE.

5. ADJACENT AREAS: THE PROJECT IS LOCATED WITHIN THE ARLINGTON NATIONAL

THESE SOILS HAVE LOW PERMEABILITY AND ARE IN HYDROLOGIC SOIL GROUP D.

4. SOILS: SOIL BORINGS IN THE PROJECT AREA SHOW THAT SOILS ARE PRIMARILY CLAY.

CEMETERY ENTRANCE AND THE POTOMAC RIVER.

AVERAGE SLOPE OF >6% THAT RUNS NORTH WEST TO SOUTH EAST TOWARD THE

3. EXISTING SITE CONDITIONS: THE PROJECT AREA HAS MIXED TOPOGRAPHY WITH AN

IMPROVEMENTS, WATER FOUNTAIN, AND A RECONFIGURATION OF CUSTIS WALK.

AREA FOR TRAMS, GUARD HOUSE, BENCHES, MASONRY COLUMNS, LANDSCAPE

2. PROJECT DESCRIPTION: GATE IMPROVEMENTS INCLUDE THE ADDITION OF A PULLOUT

VIRGINIA.

ALONG ORD AND WEITZEL DRIVE IN THE ARLINGTON NATIONAL CEMETERY, ARLINGTON,

1. LOCATION: GATE IMPROVEMENTS AND STORM SEWER IMPROVEMENTS ARE LOCATED

EROSION CONTROL NARRATIVE

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IDENTIFICATION

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SECTION I GENERAL INFORMATION

* * DENOTES INFORMATION THAT IS TO BE PROVIDED/COMPLETED BY THE CONTRACTOR.

DENOTES INFORMATION THAT IS TO BE PROVIDED/COMPLETED BY THE RLD (CONTRACTOR).

SECTION III.

IDENTIFIED IN THE APPLICABLE SECTIONS OF THE DOCUMENTS IDENTIFIED IN THE NOTE 1 OF

6. A DESCRIPTION OF INTERIM AND PERMANENT STABILIZATION PRACTICES FOR THE SITE ARE

IF THERE IS 0.25 INCHES OR MORE ACCUMULATION NOTED IN THE RAIN GAGE.

BE NOTED IN THE LOG BOOK AND THE RAIN GAGE EMPTIED AND REPLACED. AN INSPECTION IS REQUIRED

EVENT, AN OBSERVATION OF THE RAIN GAGE SHALL BE MADE AND THE OBSERVATION INFORMATION SHALL

ADDITIONAL RAINFALL UNTIL THE CONCLUSION OF THE RAINFALL EVENT. AT THE CONCLUSION OF THE RAINFALL

TO BE NOTED IN THE LOG BOOK. THE RAIN GAGE IS NOT TO BE EMPTIED BUT LEFT TO ACCUMULATE

IF THERE IS RAINFALL OCCURRING AT THE TIME OF THE OBSERVATION, THE OBSERVATION INFORMATION IS

REQUIRED IF THERE IS 0.25 INCHES OR MORE ACCUMULATION NOTED IN THE RAIN GAGE.

SHALL BE NOTED IN THE LOG BOOK AND THE RAIN GAGE EMPTIED AND REPLACED. AN INSPECTION IS

IF THERE IS NO RAINFALL OCCURRING AT THE TIME OF THE OBSERVATION, THE OBSERVATION INFORMATION

SECTION II EROSION AND SEDIMENT CONTROL

GENERAL INFORMATION SHEET

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

CONTROL HANDBOOK.

OPERATING CONDITIONS ARE IDENTIFIED IN THE DEQ'S VIRGINIA EROSION AND SEDIMENT

SEDIMENT CONTROL MEASURES AND OTHER PROTECTIVE MEASURES IN GOOD AND EFFECTIVE

8. A DESCRIPTION AND SCHEDULE OF PROCEDURES TO MAINTAIN VEGETATION, EROSION AND

ROAD AND BRIDGE SPECIFICATIONS. NUTRIENTS SHALL NOT BE APPLIED DURING RAINFALL EVENTS.

9. NUTRIENTS SHALL BE APPLIED IN ACCORDANCE WITH SECTIONS 603 AND 604 OF THE VDOT

INSTALLED PRIOR TO ANY GRUBBING OPERATIONS OR OTHER EARTH MOVING ACTIVITIES.

PERIMETER CONTROLS SUCH AS SILT FENCE, DIVERSION DIKES, TURBIDITY CURTAINS, ETC. SHALL BE

12. THE AREAS BEYOND THE PROJECT'S CONSTRUCTION AREA ARE TO BE PROTECTED FROM SILTATION.

SOD, MULCHING, AND/OR SOIL STABILIZATION BLANKETS AND MATTING IN CONJUNCTION WITH SEEDING.

UPON INSTALLATION. STABILIZATION MAY INCLUDE TEMPORARY OR PERMANENT SEEDING, RIPRAP, AGGREGATE,

13. TEMPORARY EARTHEN STRUCTURES SUCH AS DIKES AND BERMS ARE TO BE STABILIZED IMMEDIATELY

BY THE CONTRACT DOCUMENTS) AND PRESERVE TOPSOIL WHERE FEASIBLE.

G. MINIMIZE SOIL COMPACTION (EXCEPT IN THOSE AREAS WHERE COMPACTION IS REQUIRED

RUNOFF TO VEGETATED AREAS AND MAXIMIZE STORMWATER INFILTRATION, UNLESS INFEASIBLE.

F. PROVIDE AND MAINTAIN NATURAL BUFFERS AROUND SURFACE WATERS, DIRECT STORMWATER

E. MINIMIZE SEDIMENT DISCHARGE FROM THE SITE.

D. MINIMIZE THE DISTURBANCE OF STEEP SLOPES.

C. MINIMIZE THE AMOUNT OF SOIL EXPOSED.

TO MINIMIZE EROSION AT OUTLETS AND IN DOWNSTREAM CHANNELS.

B. CONTROL THE PEAK FLOW RATES, VOLUME AND VELOCITY OF STORMWATER DISCHARGES

TO MINIMIZE EROSION.

A. CONTROL THE VOLUME AND VELOCITY OF STORMWATER RUNOFF WITHIN THE SITE

14. THE CONTRACTOR SHALL PLAN AND IMPLEMENT HIS LAND DISTURBANCE OPERATIONS IN ORDER TO:

JULY 1, 2014.

STORMWATER FROM CONSTRUCTION ACTIVITIES (THE VPDES CONSTRUCTION PERMIT) ISSUED

COMPLY WITH THE REQUIREMENTS OF THE VPDES GENERAL PERMIT FOR DISCHARGES OF

THE INFORMATION CONTAINED IN THE SWPPP GENERAL INFORMATION SHEETS IS INTENDED TO

VESCP - VIRGINIA EROSION AND SEDIMENT CONTROL PROGRAM

VSMP - VIRGINIA STORMWATER MANAGEMENT PROGRAM

VPDES - VIRGINIA POLLUTANT DISCHARGE ELIMINATION SYSTEM

USACE - UNITED STATES ARMY CORPS OF ENGINEERS

TMDL - TOTAL MAXIMUM DAILY LOAD

SWPPP - STORMWATER POLLUTION PREVENTION PLAN

SWM - STORMWATER MANAGEMENT

RLD - RESPONSIBLE LAND DISTURBER

R&B - ROAD AND BRIDGE

MTD - MANUFACTURED TREATMENT DEVICE

IIM - INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM

ESC - EROSION AND SEDIMENT CONTROL

EPA - U.S. ENVIRONMENTAL PROTECTION AGENCY

DEQ - DEPARTMENT OF ENVIRONMENTAL QUALITY

BMP - BEST MANAGEMENT PRACTICE

ANC - ARLINGTON NATIONAL CEMETERY

ACRONYMS

OR GREATER THAN 2,500 SQUARE FEET IN THE VIRGINIA CHESAPEAKE BAY PRESERVATION AREA.

ACTIVITIES THAT DISTURB AN AREA EQUAL TO OR GREATER THAN 10,000 SQUARE FEET, OR EQUAL TO

CONSTRUCTION PLAN SET (OR OTHER SUCH DOCUMENTS) FOR LAND DISTURBANCE

THE SWPPP GENERAL INFORMATION SHEETS ARE TO BE COMPLETED AND INCLUDED IN THE

ACTIVITY HAVE BEEN DEVELOPED IN ACCORDANCE WITH DEQ'S VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.

3. THE ESC AND SWM PLANS (WHERE APPLICABLE) FOR THIS LAND DISTURBANCE

ACTIVITY.

CONTRACTOR AND MAINTAINED WITH THE OTHER SWPPP DOCUMENTS FOR THIS LAND DISTURBANCE

MAINTENANCE OF THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE SUPPLIED BY THE

15. THE NAME OF THE INDIVIDUAL(S) OR CONTRACTOR(S) RESPONSIBLE FOR THE INSTALLATION AND

ACTIVITY.

THE CONSTRUCTION PLAN SET (OR OTHER SUCH DOCUMENTS) FOR THIS LAND DISTURBANCE

5. LOCATIONS WHERE STABILIZATION PRACTICES ARE EXPECTED TO OCCUR ARE IDENTIFIED IN

(OR OTHER SUCH DOCUMENTS) FOR THIS LAND DISTURBANCE ACTIVITY.

SETTLE OR SIMILARLY REMOVE SEDIMENT ARE IDENTIFIED IN THE CONSTRUCTION PLAN SET

4. LOCATIONS OF MAJOR STRUCTURAL AND NONSTRUCTURAL ESC MEASURES INTENDED TO FILTER, DISTURBANCE ACTIVITY.

IDENTIFIED IN THE CONSTRUCTION PLAN SET (OR OTHER SUCH DOCUMENTS) FOR THIS LAND

3. AREAS OF SOIL DISTURBANCE AND AREAS OF THE SITE WHICH WILL NOT BE DISTURBED ARE

FOR THIS LAND DISTURBANCE ACTIVITY.

GRADING ACTIVITIES ARE IDENTIFIED IN THE CONSTRUCTION PLAN SET (OR OTHER SUCH DOCUMENTS)

2. DIRECTIONS OF STORMWATER FLOW AND APPROXIMATE SLOPES ANTICIPATED AFTER MAJOR

FOR THIS LAND DISTURBANCE ACTIVITY.

VDOT R&B SPECIFICATIONS AND SHALL BE INCLUDED WITH THE OTHER SWPPP DOCUMENTS

SHALL BE PROVIDED BY THE CONTRACTOR IN ACCORDANCE WITH SECTION 108.03 OF THE

(E.G., GRUBBING, EXCAVATION, GRADING, UTILITIES AND INFRASTRUCTURE INSTALLATION, ETC.)

1. THE INTENDED SEQUENCE AND TIMING OF ACTIVITIES THAT DISTURB SOILS AT THE SITE

DISTURBANCE ACTIVITY.

MAINTAINED WITH THE RECORD SET OF PLANS OR OTHER SWPPP DOCUMENTS FOR THIS LAND

STABILIZATION MEASURES ARE INITIATED WILL BE PROVIDED BY THE CONTRACTOR AND

ACTIVITIES TEMPORARILY OR PERMANENTLY CEASE ON A PORTION OF THE SITE, AND WHEN

7. A RECORD OF THE DATES WHEN MAJOR GRADING ACTIVITIES OCCUR, WHEN CONSTRUCTION

REQUEST DURING NORMAL BUSINESS HOURS.

PROJECT DRAINAGE FILE LOCATED IN THE ANC OFFICE AND WILL BE MADE AVAILABLE FOR REVIEW UPON

MEASURES PROPOSED FOR THIS LAND DISTURBANCE ACTIVITY ARE CONTAINED IN THE

10. ALL ENGINEERING CALCULATIONS SUPPORTING THE DESIGN OF EROSION AND SEDIMENT CONTROL

INSPECTOR CERTIFICATION PROGRAM).

DISTURBANCE ACTIVITY (NOTE: INDIVIDUAL(S) SHALL BE CERTIFIED THROUGH THE DEQ ESC

ACTIVITY WILL BE IDENTIFIED AND MAINTAINED WITH THE OTHER SWPPP DOCUMENTS FOR THIS LAND

SEDIMENT CONTROL AND POLLUTION PREVENTION MEASURES ON THIS LAND DISTURBANCE

7. THE NAME OF THE CONTRACTOR INDIVIDUAL(S) RESPONSIBLE FOR THE INSPECTION OF THE EROSION AND

4. THE CONTRACTOR IS DESIGNATED AS THE RLD FOR THIS LAND DISTURBANCE ACTIVITY.

DIRECTLY RELATED TO THE CONSTRUCTION SITE.

FACILITIES AND ANY OTHER AREAS THAT MAY GENERATE A STORMWATER OR NON-STORMWATER DISCHARGE

AREAS, STORAGE AREAS FOR FERTILIZERS, FUELS OR CHEMICALS, CONCRETE WASH OUT AREAS, SANITARY WASTE

WASTE MATERIAL STORAGE AREAS, EQUIPMENT AND VEHICLE WASHING, MAINTENANCE, STORAGE AND FUELING

SUPPORT FACILITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, BORROW AND DISPOSAL AREAS, CONSTRUCTION AND

CONTRACTOR AND IDENTIFIED ON THE RECORD SET OF PLANS OR IN OTHER APPROPRIATE CONTRACT DOCUMENTS.

PERMIT COVERAGE FOR THIS LAND DISTURBANCE ACTIVITY SHALL BE PROVIDED BY THE

5. THE LOCATION OF ON-SITE SUPPORT FACILITIES THAT WILL BE COVERED UNDER THE VPDES CONSTRUCTION

WITH A VALID UP TO DATE LICENSE FOR ALL REGISTERED LAND DISTURBER FOR LAND DISTURBANCE ACTIVITY.

LAND DISTURBANCE ACTIVITY. THE CONTRACTOR IS REQUIRED TO PROVIDE THE GOVERNMENT

SHALL BE MAINTAINED WITH THE DESIGNATED RECORD SET OF PLANS (OR OTHER SUCH DOCUMENTS)FOR THE

CONSTRUCTION PHASE OF THE LAND DISTURBING ACTIVITY. THE UPDATED/REVISED SHEETS

SHEETS IS UPDATED/REVISED AS NECESSARY IN ORDER TO REFLECT CHANGES THAT MAY OCCUR DURING THE

THE CONTRACTOR WILL ENSURE THAT THE INFORMATION SHOWN ON THE SWPPP GENERAL INFORMATION

C-400 FOR STOCKPILE REQUIREMENTS.

OR EASEMENT SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. SEE SHEET

16. STOCKPILES OF SOIL TEMPORARILY PLACED WITHIN THE PROJECT AREA OR ON ANC RIGHT OF WAY

CHANGES TO THE PROPOSED ESC PLAN MUST BE REVIEWED AND APPROVED BY DEQ.

RETAINED ON THE PROJECT SITE AND MADE AVAILABLE UPON REQUEST DURING NORMAL BUSINESS HOURS.

TO THE PROPOSED ESC PLAN MUST BE NOTED ON THE DESIGNATED RECORD SET OF PLANS WHICH SHALL BE

AN ENGINEERING ANALYSIS) SHALL BE SUBMITTED TO USACE FOR REVIEW AND APPROVAL. ANY CHANGES

CONSTRUCTION ACTIVITIES. SIGNIFICANT CHANGES TO THE PROPOSED ESC PLAN (E.G., THOSE THAT REQUIRE

ENCOUNTERED AT THE TIME OF CONSTRUCTION AND THE ACTUAL SCHEDULING AND SEQUENCING OF THE

AND TYPE OF EROSION AND SEDIMENT CONTROL ITEMS REQUIRED BASED ON THE ACTUAL FIELD CONDITIONS

CONTRACTOR, IN CONJUNCTION WITH USACE AND/OR ESC INSPECTOR, SHALL ADJUST THE LOCATION, QUANTITY

THE TIME OF PLAN DEVELOPMENT AND AN ASSUMED SEQUENCE OF CONSTRUCTION FOR THE PROJECT. THE

EROSION AND SEDIMENT WITHIN THE PROJECT LIMITS. THE ESC PLAN IS BASED ON FIELD CONDITIONS AT

DISTURBING ACTIVITY ARE INTENDED TO PROVIDE A GENERAL PLAN FOR CONTROLLING

11. THE TEMPORARY EROSION AND SILTATION CONTROL ITEMS SHOWN ON THE ESC PLAN FOR THIS LAND

REQUIRED BASED ON THE AMOUNT OF ACCUMULATED RAINFALL IN THE GAGE ON A DAILY BASIS.

AMOUNT OF ACCUMULATED RAINFALL IN THE GAGE, IF ANY, AND (5) WHETHER OR NOT AN INSPECTION IS

(2) THE TIME, (3) WHETHER OR NOT RAINFALL IS OCCURRING AT THE TIME OF THE OBSERVATION, (4) THE

BOOK SHALL BE MAINTAINED TO RECORD OBSERVATION INFORMATION WHICH SHALL INCLUDE (1) THE DATE, MEASURABLE STORM EVENT (I.E., 0.25 INCHES OF RAINFALL OR GREATER IN A 24 HOUR PERIOD). A LOG

THE RAIN GAGE SHALL BE OBSERVED DAILY AT 9:00 A.M. BY THE CONTRACTOR TO DETERMINE THE OCCURRENCE OF A

APPROPRIATE SWPPP DOCUMENTS FOR THIS LAND DISTURBANCE ACTIVITY.

BE PROVIDED BY THE CONTRACTOR AND IDENTIFIED ON THE RECORD SET OF PLANS OR IN OTHER

MEASURABLE STORM EVENT FOR THE PURPOSES OF ESC AND POLLUTION PREVENTION INSPECTIONS WILL

6. THE LOCATION OF THE ON-SITE RAIN GAGE THAT WILL BE USED TO DETERMINE THE OCCURRENCE OF A

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UNDERDRAINS ASSOCIATED WITH THE ORD & WEITZEL GATE RECONSTRUCTION AREA OF ARLINGTON

REPLACEMENT OF THE EXISTING CURBS AND GUTTERS, ROADWAY, SUB GRADE, INLETS, DRAIN PIPES, AND

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POLUUTION PREVENTION PLAN REQUIREMENTS.

OR SWEEPING. REMOVED SEDIMENT SHALL BE DISPOSED OF IN ACCORDANCE WITH DEQ'S STORM WATER

SEDIMENT IS TRANSPORTED ONTO A PAVED SURFACE, THE SEDIMENT SHALL BE REMOVED BY SHOVELING

MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE

WHERE CONSTRUCTION VEHICULAR TRAFFIC ACCESS ROUTES INTERSECT PAVED ROADS IN ORDER TO

17. A CONSTRUCTION ENTRANCE OR OTHER APPROVED MEASURE SHALL BE INSTALLED AT ALL LOCATIONS

IS 1.18 ACRES OF DISTURBED EXCAVATION, GRADING OR OTHER CONSTRUCTION ACTIVITIES.

2. THIS LAND DISTURBANCE FOR ORD & WEITZEL GATE RECONSTRUCTION ACTIVITY IS LOCATED IN ARLINGTON, VIRGINIA AND

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GENERAL INFORMATION SHEET

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

SECTION III SWPPP

* * DENOTES INFORMATION THAT IS TO BE PROVIDED/COMPLETED BY THE CONTRACTOR.

DENOTES INFORMATION THAT IS TO BE PROVIDED/COMPLETED BY THE RLD (CONTRACTOR).

JULY 1, 2014.

STORMWATER FROM CONSTRUCTION ACTIVITIES (THE VPDES CONSTRUCTION PERMIT) ISSUED

COMPLY WITH THE REQUIREMENTS OF THE VPDES GENERAL PERMIT FOR DISCHARGES OF

THE INFORMATION CONTAINED IN THE SWPPP GENERAL INFORMATION SHEETS IS INTENDED TO

SECTION V - POLLUTION PREVENTION PLAN

SECTION IV POST CONSTRUCTION STORMWATER MANAGEMENT

L. LANDSCAPE IRRIGATION.

EXCAVATIONS THAT HAVE BEEN FILTERED, SETTLED OR SIMILARLY TREATED PRIOR TO DISCHARGE.

K. UNCONTAMINATED EXCAVATION DEWATERING, INCLUDING DEWATERING TRENCHES AND

PROCESS MATERIALS SUCH AS SOLVENTS.

J. FOUNDATION OR FOOTING DRAINS WHERE FLOWS ARE NOT CONTAMINATED WITH

I. UNCONTAMINATED GROUND WATER OR SPRING WATER.

H. UNCONTAMINATED AIR CONDITIONING OR COMPRESSOR CONDENSATE.

SIMILARLY TREATED PRIOR TO DISCHARGE.

NOT BEEN USED AND WHERE THE WASH WATER HAS BEEN FILTERED, SETTLED OR

BEEN REMOVED PRIOR TO WASHING), WHERE SOAPS, SOLVENTS OR DETERGENTS HAVE

MATERIALS HAVE NOT OCCURRED (OR WHERE ALL SPILLED OR LEAKED MATERIAL HAS

G. PAVEMENT WASH WATERS WHERE SPILLS OR LEAKS OF TOXIC OR HAZARDOUS

VPDES - VIRGINIA POLLUTANT DISCHARGE ELIMINATION SYSTEM

USACE - UNITED STATES ARMY CORPS OF ENGINEERS

TMDL - TOTAL MAXIMUM DAILY LOAD

SWPPP - STORMWATER POLLUTION PREVENTION PLAN

SWM - STORMWATER MANAGEMENT

RLD - RESPONSIBLE LAND DISTURBER

R&B - ROAD AND BRIDGE

MTD - MANUFACTURED TREATMENT DEVICE

IIM - INSTRUCTIONAL AND INFORMATIONAL MEMORANDUM

ESC - EROSION AND SEDIMENT CONTROL

EPA - U.S. ENVIRONMENTAL PROTECTION AGENCY

DEQ - DEPARTMENT OF ENVIRONMENTAL QUALITY

BMP - BEST MANAGEMENT PRACTICE

ANC - ARLINGTON NATIONAL CEMETERY

ACRONYMS

OR GREATER THAN 2,500 SQUARE FEET IN THE VIRGINIA CHESAPEAKE BAY PRESERVATION AREA.

ACTIVITIES THAT DISTURB AN AREA EQUAL TO OR GREATER THAN 10,000 SQUARE FEET, OR EQUAL TO

CONSTRUCTION PLAN SET (OR OTHER SUCH DOCUMENTS) FOR LAND DISTURBANCE

THE SWPPP GENERAL INFORMATION SHEETS ARE TO BE COMPLETED AND INCLUDED IN THE

WITH A VALID UP TO DATE LICENSE FOR ALL REGISTERED LAND DISTURBER FOR LAND DISTURBANCE ACTIVITY.

LAND DISTURBANCE ACTIVITY. THE CONTRACTOR IS REQUIRED TO PROVIDE THE GOVERNMENT

SHALL BE MAINTAINED WITH THE DESIGNATED RECORD SET OF PLANS (OR OTHER SUCH DOCUMENTS)FOR THE

CONSTRUCTION PHASE OF THE LAND DISTURBING ACTIVITY. THE UPDATED/REVISED SHEETS

SHEETS IS UPDATED/REVISED AS NECESSARY IN ORDER TO REFLECT CHANGES THAT MAY OCCUR DURING THE

THE CONTRACTOR WILL ENSURE THAT THE INFORMATION SHOWN ON THE SWPPP GENERAL INFORMATION

ACTIVITIES WHERE NO VPDES CONSTRUCTION PERMIT COVERAGE IS REQUIRED.

CONSTRUCTION PERMIT COVERAGE OR COMPLETION OF LAND DISTURBANCE

IMPLEMENTED FROM COMMENCEMENT OF LAND DISTURBANCE UNTIL TERMINATION OF VPDES

2. THE SWPPP AND ANY SUBSEQUENT AMENDMENTS, MODIFICATIONS AND UPDATES SHALL BE

TRACE AMOUNTS

F. THERE SHALL BE NO DISCHARGE OF FLOATING SOLIDS OR VISIBLE FOAM IN OTHER THAN

E. SOAPS, SOLVENTS OR DETERGENTS USED IN EQUIPMENT AND VEHICLE WASHING.

D. OILS, TOXIC SUBSTANCES OR HAZARDOUS SUBSTANCES FROM SPILLS OR OTHER RELEASES.

MAINTENANCE.

C. FUELS, OILS OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND

OILS, CURING COMPOUNDS AND OTHER CONSTRUCTION MATERIALS.

B. WASTEWATER FROM THE WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE

A. WASTEWATER FROM CONCRETE WASHOUTS.

ACTIVITY AND ANY ON-SITE SUPPORT FACILITIES ARE PROHIBITED:

1. THE FOLLOWING NON-STORMWATER DISCHARGES FROM THIS LAND DISTURBING

SIMILARLY TREATED PRIOR TO DISCHARGE.

HAVE NOT BEEN USED AND THE WASH WATER HAS BEEN FILTERED, SETTLED OR

F. ROUTINE EXTERNAL BUILDING WASH DOWN WHERE SOAPS, SOLVENTS OR DETERGENTS

E. POTABLE WATER SOURCES INCLUDING UNCONTAMINATED WATERLINE FLUSHINGS.

TREATED PRIOR TO DISCHARGE.

D. WATER USED TO CONTROL DUST THAT HAS BEEN FILTERED, SETTLED OR SIMILARLY

OR SIMILARLY TREATED PRIOR TO DISCHARGE.

DETERGENTS HAVE NOT BEEN USED AND THE WASH WATER HAS BEEN FILTERED, SETTLED

C. WATERS USED TO WASH VEHICLES OR EQUIPMENT WHERE SOAPS, SOLVENTS OR

B. FIRE HYDRANT FLUSHINGS.

A. DISCHARGES FROM FIRE FIGHTING ACTIVITIES.

COMPLIANCE WITH THE VPDES CONSTRUCTION PERMIT:

ACTIVITY AND ANY ON-SITE SUPPORT FACILITIES ARE ALLOWED WHEN DISCHARGED IN

2. THE FOLLOWING NON-STORMWATER DISCHARGES FROM THIS LAND DISTURBING

OF WORK IN THOSE AREAS IDENTIFIED BY SUCH INFORMATION.

SWPPP DOCUMENTS FOR THIS LAND DISTURBANCE ACTIVITY PRIOR TO START

SUPPLIED BY THE CONTRACTOR WILL BE REVIEWED, APPROVED AND INCLUDED WITH THE OTHER

OR HIS AUTHORIZED REPRESENTATIVE, CERTIFIES THAT ALL DOCUMENTS IDENTIFIED HEREIN TO BE

4. BY COMPLETING AND SUBMITTING THE SWPPP CERTIFICATION FORM, THE CONTRACTOR,

NORMAL BUSINESS HOURS.

ACTIVITY SITE WHERE THEY WOULD BE MADE AVAILABLE FOR REVIEW UPON REQUEST DURING

THEY ARE TO BE KEPT BY OR WITH THE CONTRACTOR AT A LOCATION CONVENIENT TO THE

NO FACILITIES ARE AVAILABLE AT THE ACTIVITY SITE TO MAINTAIN THE SWPPP DOCUMENTS, OTHER SWPPP DOCUMENTS FOR THIS LAND DISTURBANCE ACTIVITY. WHERE

DISTURBANCE ACTIVITY ARE TO BE MAINTAINED AT THE ACTIVITY SITE WITH THE

FACILITIES BEING INCLUDED IN THE VPDES CONSTRUCTION PERMIT COVERAGE FOR THIS LAND

THE CONTRACTOR FOR POLLUTION PREVENTION ASSOCIATED WITH ANY ON-SITE SUPPORT

CONSTRUCTION ACTIVITIES (WHEN APPLICABLE) AND THOSE REQUIRED TO BE DEVELOPED BY

APPLICABLE) AND THE VPDES GENERAL PERMIT FOR DISCHARGES OF STORMWATER FROM

SUCH AS A COPIES OF THE VPDES CONSTRUCTION PERMIT COVERAGE LETTER (WHEN

POLLUTION PREVENTION WHICH ARE NOT A PART OF THOSE DOCUMENTS REFERENCED ABOVE,

PROVISIONS AND SPECIAL PROVISION COPIED NOTES. DOCUMENTS RELATED TO STORMWATER

VDOT R&B STANDARDS AND SPECIFICATIONS, SUPPLEMENTAL SPECIFICATIONS, SPECIAL

THE POLLUTION PREVENTION PLAN, THE POST CONSTRUCTION SWM PLAN (IF APPLICABLE), THE

ARE NOT LIMITED TO, THE CONSTRUCTION PLANS (OR OTHER SUCH DOCUMENTS), THE ESC PLAN, REVIEW UPON REQUEST DURING NORMAL BUSINESS HOURS. SUCH DOCUMENTS INCLUDE, BUT

ACTIVITY SHALL BE MAINTAINED AT THE ACTIVITY SITE AND SHALL BE READILY AVAILABLE FOR

1. ALL DOCUMENTS RELATED TO THE SWPPP FOR THIS LAND DISTURBANCE

DISCHARGE DIRECTLY RELATED TO THE CONSTRUCTION SITE.

FACILITIES AND ANY OTHER AREAS THAT MAY GENERATEA STORMWATER OR NON-STORMWATER

AREAS FOR FERTILIZERS, FUELS OR CHEMICALS, CONCRETE WASH OUT AREAS, SANITARY WASTE

EQUIPMENT AND VEHICLE WASHING, MAINTENANCE, STORAGE AND FUELING AREAS, STORAGE

BORROW AND DISPOSAL AREAS, CONSTRUCTION AND WASTE MATERIAL STORAGE…