Landfill Collection Site - Plans.pdf

PROPERTY OWNER IDENTIFICATION

1. PROPERTY OWNER:

COUNTY OF FRANKLIN

1255 FRANKLIN STREET SUITE 112

ROCKY MOUNT, VIRGINIA 24151

2. SUBMITTING ENGINEER:

ENGINEERING CONCEPTS, INC.

94 GREENFIELD STREET

DALEVILLE, VIRGINIA 24083

PHONE: (540) 473-1253

BOBBY WAMPLER

SHEET INDEX

C-000 COVER SHEET

C-001 GENERAL NOTES

C-002 E&S NOTES

C-100 EXISTING CONDITIONS

C-131 SITE PLAN

C-501 SITE DETAILS

LANDFILL COLLECTION SITE

SITE PLAN

2020 SONTAG ROAD

FRANKLIN COUNTY, VIRGINIA

AUGUST 28, 2026

WSE WATER SURFACE ELEVATION

O.D. OUTSIDE DIAMETER

MH MANHOLE

XING CROSSING

GPM GALLONS PER MINUTE

PSI POUNDS PER SQUARE INCH

P.I.V. POST INDICATOR VALVE

SDR STANDARD DIMENSION RATIO

MIN MINIMUM

LAT. LATERAL

ST STORM DRAIN

VERT. VERTICAL

HORIZ. HORIZONTAL

BLDG. BUILDING

SEP. SEPARATION

D.I. DROP INLET

C.O. CLEANOUT

MAX. MAXIMUM

F.F. FINISHED FLOOR

FIN. FINISHED

FOUND. FOUNDATION

O DIAMETER

CLR. CLEARANCE

T.O.F. TOP OF FOOTING

O.C. ON CENTER

REINF. REINFORCEMENT

SSMH SANITARY SEWER MANHOLE

L.P. LOW POINT

FD FOUNDATION DRAIN

F FIRE SERVICE LINE

D DOMESTIC SERVICE LINE

SWM STORM WATER MANAGEMENT

ELEC ELECTRIC (UNDERGROUND)

SS SANITARY SEWER

ARV AIR RELEASE VALVE

C.I. CAST IRON

WL WATERLINE

E ELECTRIC (OVERHEAD)

C&P CHESAPEAKE & POTOMAC

STM STEAM

WV WATER VALVE

CPU UNDERGROUND COMPUTER CABLE

CONC CONCRETE

T.C. TERRA COTTA

SC UNDERGROUND SATELLITE

INV INVERT

V.D.O.T. VIRGINIA DEPARTMENT OF TRANSPORTATION

TYP. TYPICAL

ELEV. ELEVATION

@ AT

C CENTERLINE

HD HIGH DENSITY

PVC POLYVINYL CHLORIDE

F.H. FIRE HYDRANT

TELE. TELEPHONE

CMP CORRUGATED METAL PIPE

H.P. HIGH POINT

EXIST/EX. EXISTING

HDPE HIGH DENSITY POLYETHYLENE

V.M.I. VIRGINIA MILITARY INSTITUTE

A.E. AIR ENTRAINED

TCxx.xx TOP OF CURB ELEVATION Pxx.xx PAVEMENT ELEVATION

ABBREVIATIONS

ZONING TABULATION

TAX PARCEL #: 0830007100

CURRENT ZONING: NOT ZONED

CURRENT USE: SOLID WASTE COLLECTION FACILITY

PROPOSED USE: SOLID WASTE COLLECTION FACILITY

STANDARD FRANKLIN COUNTY CONSTRUCTION NOTES

I. FRANKLIN COUNTY CASE # ______________.

2. THE FRANKLIN COUNTY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT MUST BE NOTIFIED IN WRITING FIVE (5) BUSINESS DAYS PRIOR TO COMMENCING WITH CONSTRUCTION TO SCHEDULE A PRE-CONSTRUCTION MEETING. SEE THE SEQUENCE OF CONSTRUCTION FOR DETAILS. FAILURE TO DO SO CONSTITUTES A VIOLATION OF THE

APPROVED PLANS.

3. THE REGISTERED LAND DISTURBER (RLD) OR THEIR SITE REPRESENTATIVE WILL BE REQUIRED TO MAINTAIN AND UPDATE THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AS NECESSARY. THE SWPPP MUST REMAIN

AVAILABLE FOR INSPECTION AT ALL TIMES.

4. THE FRANKLIN COUNTY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT EROSION AND SEDIMENT CONTROL/STORMWATER MANAGEMENT (ESC/SWM) SITE INSPECTOR MUST BE NOTIFIED IN WRITING FORTY-EIGHT (48) HOURS IN ADVANCE OF THE CONSTRUCTION OF ANY CRITICAL COMPONENTS OF ALL ESC/SWM INSTALLATIONS (AND

NOTED DATES IN THE SWPPP).

5. FRANKLIN COUNTY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT RESERVES THE RIGHT TO ALTER THESE PLANS, DURING THE CONSTRUCTION PHASE AND AS FIELD CONDITIONS MAY WARRANT. CHANGES TO THE CONSTRUCTION PLANS MUST HAVE FRANKLIN COUNTY APPROVAL PRIOR TO THE WORK BEING DONE (AND NOTED

CHANGES/DATES WILL BE ADDED TO THE SWPPP).

6. APPROVAL OF THESE PLANS BY FRANKLIN COUNTY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT IS NOT A REPRESENTATION, GUARANTEE OR WARRANTY OF ANY KIND AND SHALL CREATE NO LIABILITY UPON THE

COUNTY, ITS OFFICIALS OR EMPLOYEES.

7. APPROVED PLANS REMAIN VALID FOR THE CURRENT 2024 VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY

PERMIT CYCLE ONLY (5 YEAR PERMIT CYCLE).

8. WHERE APPLICABLE, AN AS-BUILT/RECORD PLAN SHALL BE PROVIDED TO THE FRANKLIN COUNTY DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT WITHIN SIXTY (60) DAYS AFTER COMPLETION OF CONSTRUCTION FOR APPROVAL. THE ESC/SWM SURETY (LETTER OF CREDIT, PERFORMANCE BOND, OR ESCROW ACCOUNT) WILL NOT BE

FULLY RELEASED UNTIL ALL ITEMS HAVE BEEN APPROVED AS CONSTRUCTED.

OWNER / DEVELOPER CERTIFICATION

I, _______________________________________ HEREBY ACKNOWLEDGE THE SITE

IMPROVEMENTS IMPOSED BY THIS PLAN AND FRANKLIN COUNTY, I HEREBY AGREE TO

DEVELOP THE SUBJECT PROPERTY IN COMPLIANCE WITH THIS PLAN AND WILL SUBMIT ANY

PLAN REVISIONS TO FRANKLIN COUNTY FOR APPROVAL. I AGREE TO POST ALL REQUIRED

BONDS WITH THE COUNTY FOR THIS DEVELOPMENT AND ACKNOWLEDGE ALL IMPROVEMENTS

MUST BE COMPLETED TO THE COUNTY'S SATISFACTION PRIOR TO ISSUANCE OF THE

CERTIFICATE OF OCCUPANCY.

OWNER / DEVELOPER

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ROBERT H. WAMPLER, JR.

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FRANKLIN

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COUNTY

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VIRGINIA COUNTY LOCATION MAP

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COVER SHEET

GENERAL SITE NOTES:

1. ALL SURVEY INFORMATION IS FROM A SURVEY PERFORMED BY ENGINEERING CONCEPTS, INC.

CONTRACTOR SHALL VERIFY ALL CRITICAL DESIGN ELEVATIONS PRIOR TO PROCEEDING WITH ANY CONSTRUCTION AND MAKE NECESSARY ADJUSTMENTS OR CONTACT ENGINEER IF ELEVATIONS DIFFER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS.

3. THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR THE CHARACTER AND ACTUAL LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES, STRUCTURES, OTHER FACILITIES, AND OBSTRUCTIONS WITHIN THE PROJECT AREA. THE CONTRACTOR SHALL, AT NO ADDITIONAL COST TO THE OWNER, CONTACT THE OWNERS/OPERATORS OF ALL UTILITIES AND ARRANGE FOR THE VERIFICATION AND MARKING OF UTILITY LOCATIONS BY SAID OWNERS/OPERATORS. THE CONTRACTOR SHALL ASSIST THE UTILITY OWNERS/OPERATORS BY EVERY MEANS POSSIBLE TO DETERMINE THE LOCATION OF UTILITIES.

THE CONTRACTOR SHALL BEAR SOLE RESPONSIBILITY FOR ALL DISTURBANCE OF ANY DAMAGE TO UTILITIES RESULTING FROM THE CONTRACTOR'S FAILURE TO ARRANGE FOR THE LOCATION OF UTILITIES BY THE OWNERS/ OPERATORS OF THE UTILITIES. CONTACT MISS UTILITY BY DIALING (800) 552-7001.

4. SITE CONDITIONS MAY NECESSITATE SLIGHT DEVIATIONS IN ALIGNMENT, GRADE, AND/OR LOCATION OF NEW FACILITIES FROM THE PLAN ALIGNMENT, GRADE, AND/OR LOCATION. THE CONTRACTOR SHALL CONSTRUCT THE NEW FACILITIES TO SUCH DEVIATIONS AS DIRECTED BY THE ENGINEER WITHOUT ADDITIONAL COST OR FINE TO THE OWNER. SHOULD PLAN DEVIATIONS BE REQUIRED, THE CONTRACTOR

SHALL NOTIFY THE ENGINEER PRIOR TO UNDER TAKING ANY REVISION.

5. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE CURRENT STATE AND LOCAL BUILDING

CODES AS WELL AS THE CONSTRUCTION STANDARDS AND SPECIFICATIONS OF THE VIRGINIA

DEPARTMENT OF TRANSPORTATION AND ALL APPLICABLE STATE AND FEDERAL OSHA REGULATIONS.

6. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION AREA IN A SAFE AND ACCEPTABLE MANNER AND SHALL BE RESPONSIBLE FOR REMEDIATING ANY DAMAGES RESULTING FROM HIS FAILURE TO DO

SO.

7. THE CONTRACTOR SHALL MAINTAIN LIMITS OF CONSTRUCTION WITHIN THE PROPERTY BOUNDARIES

OR EASEMENTS AS INDICATED.

8. AN APPROVED SET OF PLANS SHALL BE KEPT ON THE SITE AT ALL TIMES.

9. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINERIZED IN CONFORMANCE WITH THE VIRGINIA LITTER

CONTROL ACT AND DISPOSED OF IN A MANNER AND LOCATION ACCEPTABLE TO THE GOVERNING

JURISDICTION. AT LEAST ONE TRASH RECEPTACLE SHALL BE ONSITE DURING CONSTRUCTION.

10. TEMPORARY TOILETS SHALL BE PROVIDED ONSITE AT A RATIO OF ONE TOILET PER 30 WORKERS

DURING THE CONSTRUCTION PERIOD.

11. GRADE STAKES SHALL BE SET FOR CURB & GUTTER, WATER LINES, SANITARY SEWER AND STORM

SEWER.

12. THE CONTRACTOR SHALL MAINTAIN A CLEAR FLOW PATH TO AND THROUGH ALL SURFACE WATER

AND STORM WATER DRAINAGE FACILITIES AT ALL TIMES.

13. THE CONTRACTOR SHALL GRADE, SEED, AND/OR SOD, AND MULCH THE ENTIRE AREA(S) DISTURBED

BY CONSTRUCTION ACTIVITIES AND NOT PROPOSED AS HARDSCAPED FEATURES.

14. CONSTRUCTION AND START-UP OF ALL WORK SHALL NOT INTERFERE WITH THE OPERATION OF WATER AND SEWERAGE FACILITIES. THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK

WITH THE OWNERS AS REQUIRED.

15. MINIMUM COVER ON ALL PIPE SHALL BE 3.0 FEET, UNLESS OTHERWISE SPECIFICALLY INDICATED ON THESE DRAWINGS. ALL PIPE SHALL BE INSTALLED WITH COATED TRACER WIRE TO FACILITATE FUTURE

LOCATION OF PIPE AFTER CONSTRUCTION IS COMPLETED.

16. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR VERTICALLY, PIPE JOINT

DEFLECTION OR BARREL BEND RADIUS SHALL NOT EXCEED 75% OF THE MANUFACTURER'S

RECOMMENDED DEFLECTION ANGLE OR BEND RADIUS.

17. ALL PIPING SHALL BE PROPERLY SUPPORTED. ALL PIPING WHICH WILL BE PRESSURIZED DURING

OPERATION SHALL BE PROPERLY RESTRAINED.

18. ALL HDPE PIPE SHALL CONFORM TO THE CURRENT VDOT SPECIFICATIONS AND BE BEDDED IN

ACCORDANCE WITH THE CURRENT VDOT STANDARDS.

19. CONSTRUCTION TRAFFIC SHALL USE THE CONSTRUCTION ENTRANCE.

GRADING NOTES:

1. PRIOR TO BEGINNING EARTHWORK OPERATIONS, THE CONTRACTOR SHALL EMPLOY A QUALIFIED, PROFESSIONAL GEOTECHNICAL ENGINEER LICENSED IN THE STATE OF VIRGINIA. AS A RESULT OF

ONSITE TESTING, THE GEOTECHNICAL ENGINEER SHALL MAKE RECOMMENDATIONS REGARDING

THE ONSITE PLACEMENT OF FILL MATERIAL AND PROPER COMPACTION METHODS. NO WARRANTIES

ARE MADE BY THE OWNER OR ENGINEER FOR ANY SUBSURFACE CONDITIONS ON THE PROPERTY.

2. FILL SHALL BE PLACED ONLY ON FIRM SUBGRADES APPROVED BY THE GEOTECHNICAL

ENGINEER. SUBGRADES SHALL BE SCARIFIED TO A DEPTH OF 4 INCHES PRIOR TO FILL PLACEMENT TO ASSURE BONDING BETWEEN THE TWO SOILS. ALL FILL AREAS SHALL BE COMPACTED TO A DRY

DENSITY OF AT LEAST 95% DRY DENSITY (ASTM D698), UNLESS NOTED OTHERWISE. THE

COMPACTION SHALL BE ACCOMPLISHED BY PLACING FILL IN 6 TO 8 INCH LIFTS AND MECHANICALLY

COMPACTING EACH LIFT TO THE REQUIRED DENSITY. THE GEOTECHNICAL ENGINEER SHALL

PERFORM FIELD DENSITY TEST ON EACH LIFT OR AS NECESSARY TO ASCERTAIN THAT ADEQUATE COMPACTION HAS BEEN ACHIEVED. CALIFORNIA BEARING RATIO TESTS SHALL BE PERFORMED IN MATERIAL PROPOSED FOR USE BENEATH PAVEMENT WHETHER CUT OR FILL. THE UPPER 2 FEET OF

MATERIAL BELOW STRUCTURES SHALL BE COMPACTED TO 98% DRY DENSITY (ASTM D698).

3. CLEAR SITE WITHIN LIMITS OF GRADING WORK. DO NOT DISTURB AREAS OUTSIDE OF GRADING

LIMITS OR PROPERTY BOUNDARY.

4. REMOVE TREES, SHRUBS, GRASS AND OTHER VEGETATION, IMPROVEMENTS OR OBSTRUCTIONS

AS REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION. ALL UNSUITABLE MATERIAL

SHALL BE DISPOSED OF IN A MANNER AND LOCATION ACCEPTABLE TO THE GOVERNING

AUTHORITY. REMOVE TREES AND OTHER VEGETATION, INCLUDING STUMPS AND ROOTS,

COMPLETELY IN AREAS REQUIRED FOR SUBSEQUENT SEEDING. CUT OFF TREES AND STUMPS IN

AREAS TO RECEIVE FILL MORE THAN THREE FEET IN DEPTH TO WITHIN EIGHT INCHES OF THE

ORIGINAL GROUND SURFACE.

5. BARRICADE OPEN EXCAVATIONS OCCURRING AS PART OF THIS WORK AND OPERATE WARNING

LIGHTS AS RECOMMENDED BY AUTHORITIES HAVING JURISDICTION.

6. EXCAVATION FOR STRUCTURES:

A. CONFORM TO ELEVATIONS AND DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS

0.10 FOOT.

B. PROVIDE TRUE AND STRAIGHT FOOTING EXCAVATIONS WITH UNIFORM LEVEL BOTTOMS OF

THE WIDTH INDICATED TO ENSURE PROPER PLACEMENT AND COVER OF ALL REINFORCEMENT.

C. REMOVE ALL LOOSE MATERIALS FROM THE EXCAVATION PRIOR TO PLACEMENT OF

CONCRETE.

D. PROVIDE A MINIMUM OF 2'-0" FROM THE FINISHED GRADE TO TOP OF ALL EXTERIOR WALL

FOOTINGS.

E. FOOTINGS WHICH SUPPORT CONCRETE MASONRY UNITS MAY BE STEPPED PROVIDED THE

VERTICAL STEP DOES NOT EXCEED ONE HALF OF THE HORIZONTAL DISTANCE BETWEEN

STEPS AND HORIZONTAL DISTANCE BETWEEN STEPS IS NOT LESS THAN TWO FEET.

F. IF ROCK IS ENCOUNTERED IN A FOOTING EXCAVATION, UNDERCUT IT A MINIMUM OF 12" BELOW

THE BOTTOM OF THE FOOTINGS AND FILL THE RESULTING OVER-EXCAVATION WITH

CONTROLLED FILL.

7. CUT SURFACE UNDER PAVEMENTS TO COMPLY WITH CROSS SECTIONS, ELEVATIONS, AND

GRADES AS INDICATED.

8. EXCAVATE TRENCHES TO UNIFORM WIDTH CONFORMING TO VDOT STANDARD PB-1 FOR

STORM DRAINAGE PIPING AND UB-1 FOR SANITARY SEWER AND WATER. BACKFILL TRENCHES

WITH CONTROLLED FILL.

9. PREVENT SURFACE WATER AND SUBSURFACE OR GROUND WATER FROM FLOWING INTO

EXCAVATIONS AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. DO NOT ALLOW

WATER TO ACCUMULATE IN EXCAVATIONS. REMOVE WATER TO PREVENT SOFTENING OF

FOUNDATION BOTTOMS, UNDERCUTTING FOOTINGS, AND SOIL CHANGES DETRIMENTAL TO

STABILITY OF SUBGRADES AND FOUNDATIONS. CONVEY WATER REMOVED FROM EXCAVATIONS

AND RAIN WATER TO COLLECTING OR RUNOFF AREAS. ESTABLISH AND MAINTAIN TEMPORARY

DRAINAGE DITCHES AND OTHER DIVERSIONS OUTSIDE EXCAVATION LIMITS FOR EACH

STRUCTURE. DO NOT USE TRENCH EXCAVATIONS AS TEMPORARY DITCHES.

10. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING

WHEN ATMOSPHERIC TEMPERATURE IS LESS THAN 35 F (1 C).

11. BACKFILLING:

A. COMPACT THE BACKFILL AROUND THE OUTSIDE OF BUILDING TO A MINIMUM OF 95% OF

MAXIMUM DRY DENSITY IN ACCORDANCE WITH ASTM D 698 STANDARD PROCTOR. DO NOT

ALLOW HEAVY COMPACTION EQUIPMENT SUCH AS ROLLERS, ETC., CLOSER TO ANY FOOTING

THAN THE HORIZONTAL DISTANCE SUBTENDED BY A 45 ANGLE WITH THE TOP EDGE OF THE

FOOTINGS AND THE SURFACE OF THE GROUND.

B. BACKFILL BEHIND WALLS AFTER PERMANENT CONSTRUCTION WHICH BRACES THE WALL IS IN

PLACE OR TEMPORARY BRACING OF THE WALL IS PROPERLY INSTALLED, AND AFTER

ACCEPTANCE OF CONSTRUCTION BELOW FINISH GRADE INCLUDING DAMP-PROOFING,

REMOVAL OF CONCRETE FORMWORK, AND REMOVAL OF TRASH AND DEBRIS.

12. UNIFORMLY GRADE AREAS WITHIN LIMITS OF GRADING INCLUDING ADJACENT TRANSITION

AREAS. SMOOTH FINISHED SURFACES WITHIN SPECIFIED TOLERANCES, COMPACT WITH UNIFORM

LEVELS OR SLOPES BETWEEN POINTS WHERE ELEVATIONS ARE SHOWN, OR BETWEEN SUCH

POINTS AND EXISTING GRADES. GRADE AREAS ADJACENT TO BUILDING LINES TO DRAIN AWAY

FROM STRUCTURES TO PREVENT PONDING.

13. FINISH LAWN AREAS TO WITHIN ONE INCH ABOVE OR BELOW REQUIRED SUBGRADE

ELEVATIONS. SHAPE SURFACE UNDER WALKS AND PAVEMENTS TO LINE, GRADE, AND CROSS

SECTION, WITH NOT MORE THAN 1/2" ABOVE OR BELOW REQUIRED SUBGRADE ELEVATION.

14. GRADE SURFACE UNDER BUILDING SLABS SMOOTH AND EVEN, FREE OF VOIDS. PROVIDE

FINAL GRADES WITHIN 1/2" OF THOSE INDICATED WHEN TESTED WITH A 10' STRAIGHT EDGE.

15. PROTECT GRADED AREAS FROM TRAFFIC AND EROSION. REPAIR AREAS WHICH HAVE

SETTLED, ERODED, OR BECOME DAMAGED DUE TO CONSTRUCTION ACTIVITIES AT NO

ADDITIONAL COST TO OWNER.

16. UNDER FOUNDATIONS, SIDEWALKS, AND PAVEMENTS COMPACT EACH LAYER TO 95%

MAXIMUM DRY DENSITY ASTM D 698 (STANDARD PROCTOR). FOR FURTHER SUPPORT COMPACT 2

FEET BELOW STRUCTURES TO 98% MAXIMUM DRY DENSITY ASTM D 698 (STANDARD PROCTOR).

17. UNDER LAWN OR UNPAVED AREAS, COMPACT SUBGRADE AND EACH LAYER TO 90%

MAXIMUM DRY DENSITY ASTM D 698 (STANDARD PROCTOR).

18. ALL SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE CAPPED AND PIPED TO

THE NEAREST STORM SEWER SYSTEM OR NATURAL WATERCOURSE. THE PIPE SHALL BE A

MINIMUM OF 6" DIAMETER AND CONFORM TO V.D.O.T. STANDARD SB-1.

ZONING TABULATION

TAX PARCEL #: 0830007100

TOTAL PARCEL: 269.841 ACRES

AREA OF DEVELOPMENT: 1.0 ACRES

CURRENT ZONING: NZ - NOT ZONED

CURRENT USE: SOLID WASTE COLLECTION FACILITY

PROPOSED USE: EXPANDED TRASH COLLECTION FACILITY

YARDS

MINIMUM FRONT NONE

MAXIMUM FRONT NONE

MINIMUM SIDE NONE

MAXIMUM SIDE NONE

MINIMUM REAR NONE

MAXIMUM REAR NONE

MAXIMUM LOT COVERAGE: NONE

MAXIMUM BUILDING HEIGHT: NONE

SCREENING & BUFFERING - SHALL MEET OR EXCEED THE REQUIREMENTS OF THE

FRANKLIN COUNTY ZONING ORDINANCE.

LANDSCAPING - SHALL MEET OR EXCEED THE REQUIREMENTS OF THE FRANKLIN COUNTY

ZONING ORDINANCE.

SIGNS - NO SIGNS ARE PROPOSED WITH THIS PROJECT. IF ANY SIGNAGE IS INSTALLED AT A

LATER DATE, IT MUST MEET OR EXCEED THE REQUIREMENTS OF THE FRANKLIN COUNTY

ZONING ORDINANCE..

LIGHTING - NO LIGHTING IS PROPOSED WITH THIS PLAN. IF ANY LIGHTING IS INSTALLED AT A

LATER DATE, IT MUST MEET OR EXCEED THE REQUIREMENTS OF THE FRANKLIN COUNTY

ZONING ORDINANCE.

UTILITIES - NEW UTILITIES ARE NOT PROPOSED WITH THIS PLAN. HOWEVER, ANY FUTURE

UTILITIES ON THIS SITE MUST MEET OR EXCEED THE REQUIREMENTS OF THE FRANKLIN

COUNTY ZONING ORDINANCE. IF UTILITY CONNECTIONS ARE ADDED TO THIS SITE, THEY

WILL BE ACHIEVED BY PRIVATE SYSTEMS FOR BOTH SEWER (DRAINFIELD) AND WATER

(WELL).

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ROBERT H. WAMPLER, JR.

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GENERAL NOTES

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OUTLET PROTECTION

RIPRAP

DUST CONTROL

BLANKETS AND MATTING

AND GROUND COVERS

TREES, SHRUBS, VINES

TREE PRESERVATION

AND PROTECTION

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ZOYSIAGRASS ESTABLISHMENT

TEMPORARY VEHICULAR

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STORM DRAIN

INLET PROTECTION

DIVERSION

BRUSH BARRIER

DIVERSION

PAVED FLUME

CULVERT INLET PROTECTION

TEMPORARY RIGHT-OF-WAY

STORMWATER CONVEYANCE

TEMPORARY DIVERSION DIKE

TEMPORARY FILL DIVERSION

TEMPORARY SEDIMENT TRAP

TEMPORARY SEDIMENT BASIN

TEMPORARY SLOPE DRAIN

SODDING

TOPSOILING

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SOIL STABILIZATION

BERMUDA GRASS AND

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TURBIDITY CURTAIN

STREAM CROSSING

PERMANENT SEEDING

TEMPORARY SEEDING

SURFACE ROUGHENING

SUBSURFACE DRAIN

UTILITY STREAM CROSSING

SYMBOL

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TEMPORARY GRAVEL

CONSTRUCTION ROAD

STABILIZATION

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CONSTRUCTION ENTRANCE

STABILIZATION

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STABILIZATION

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ROCK CHECK DAMS

VEGETATIVE STREAMBANK

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EROSION AND SEDIMENT CONTROL NARRATIVE

PROJECT DESCRIPTION

THIS PROJECT CONSISTS OF DISTURBING 0.96 ACRES OF A PREVIOUS TRASH COLLECTION SITE AND

GRASSED AREA OFF OF SNOW CREEK ROAD IN FRANKLIN COUNTY FOR THE PURPOSE OF

DEVELOPING AN UPGRADED TRASH COLLECTION FACILITY AND EXPANDED PARKING AREA FOR AN

EXISTING RECREATIONAL BASEBALL FIELD.

EXISTING SITE CONDITIONS

THE SITE IS LOCATED OFF OF SNOW CREEK ROAD IN A RURAL AREA IN FRANKLIN COUNTY, VA. THE EXISTING SITE IS A COMBINATION OF A SMALLER TRASH COLLECTION FACILITY AND OPEN GRASSED

AREAS. THERE ARE NO EXISTING WATERWAYS TO BE IMPACTED BY THIS PROJECT.

OFFSITE AREAS

NO OFFSITE AREAS WILL BE IMPACTED OR USED AS HOST FOR STOCKPILES, ETC., BY THE

CONSTRUCTION OF THIS PROJECT.

ADJACENT PROPERTY

THE SITE IS BORDERED ON THE WEST BY SNOW CREEK ROAD, FORESTED LAND TO THE NORTH AND

EAST, AND A RECREATIONAL BASEBALL FIELD TO THE SOUTH.

CRITICAL EROSION AREAS

CRITICAL EROSION AREAS ARE AREAS WHERE SLOPES ARE 2:1 OR STEEPER AND AREAS OF

PROPOSED DITCHES. ALL SLOPES AT THIS SITE ARE PLANNED TO BE NO STEEPER THAN 3:1. THERE ARE NO EXISTING SLOPES ON SITE GREATER THAN 3:1. BLANKET MATTING WILL BE USED ON ALL

SLOPES THAT ARE 3:1 OR GREATER.

SOILS

SOURCE OF SOILS INFORMATION WAS TAKEN FROM USDA NATURAL RESOURCES CONSERVATION

SERVICES - WEB SOIL SURVEY. A SOILS REPORT IS INCLUDED IN SECTION V OF THE PROJECT

MANUAL. ADDITIONAL SOIL DATA IS AVAILABLE UPON REQUEST.

SEE DATA ATTACHED.

EROSION AND SEDIMENT CONTROL MEASURES

(CONSTRUCTION SEQUENCE AND PHASING)

UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT

CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM

STANDARDS AND SPECIFICATIONS OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK

VERSION 1.1, OR LATEST EDITION. THE MINIMUM STANDARDS OF THE VIRGINIA EROSION AND

SEDIMENT CONTROL REGULATIONS SHALL BE ADHERED TO UNLESS OTHERWISE WAIVED OR

APPROVED BY A VARIANCE. THE FOLLOWING ORDER OF EROSION CONTROL PRACTICES SHALL BE

ADHERED TO IN PREPARING THIS SITE FOR CONSTRUCTION:

1. AS A FIRST STEP IN LAND DISTURBANCE ALL PERIMETER EROSION CONTROL MEASURES SHALL BE INSTALLED INCLUDING SILT FENCE, INLET PROTECTIONS, AND ANY OTHER REQUIRED MEASURES.

2. INSTALLATION OF THE GRAVEL CONSTRUCTION ENTRANCE SHALL IMMEDIATELY FOLLOW.

3. INLET PROTECTION TO BE INSTALLED UPON COMPLETION OF POND.

4. GRADING AND PAVING TO FOLLOW UPON COMPLETION OF INITIAL EROSION CONTROL MEASURES.

5. ALL DENUDED AREAS ARE TO BE TEMPORARY SEEDED IF NO CONSTRUCTION WORK IS TO BE

COMPLETED WITHIN 7 DAYS.

6. REMOVAL OF TEMPORARY SEDIMENT CONTROL MEASURES FOLLOWING STABILIZATION OF SITE IS

DIRECTED BY FRANKLIN COUNTY EROSION AND SEDIMENT CONTROL INSPECTOR.

STRUCTURAL PRACTICES

1. CE - TEMPORARY STONE CONSTRUCTION ENTRANCE - C-SCM-03

A TEMPORARY STONE CONSTRUCTION ENTRANCE IS A PAD WITH A FABRIC FILTER LINER

UNDERNEATH THE STONE LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A

CONSTRUCTION SITE. THERE ARE SEVERAL TYPES OF TRACK-OUT CONTROLS THAT MINIMIZE THE

AMOUNT OF SEDIMENT, SUCH AS DIRT OR MUD, LEAVING OR BEING TRACKED OUT FROM THE

CONSTRUCTION SITE ATTACHED TO VEHICLES.

2. CRS - CONSTRUCTION ROAD STABILIZATION - C-SCM-02

CONSTRUCTION ROAD STABILIZATION IS THE STABILIZATION OF TEMPORARY CONSTRUCTION ACCESS

ROUTES, ONSITE VEHICLE TRANSPORTATION ROUTES, AND CONSTRUCTION PARKING AREAS.

3. SF - SILT FENCE BARRIER - C-PCM-04

SILT FENCE (AND ITS DERIVATIVES WIRE-SUPPORTED (REINFORCED) AND SUPER SILT FENCE) IS A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC ENTRENCHED AND

STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS.

4. IP- STORM DRAIN INLET PROTECTION - C-SCM-04

INLET PROTECTION IS A SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM

DRAIN DROP INLET OR CURB INLET.

5. TST - TEMPORARY SEDIMENT TRAP - C-SCM-11

A TEMPORARY SEDIMENT TRAP IS A TEMPORARY PONDING BASIN FORMED BY CONSTRUCTING AN

EMBANKMENT, OFTEN EARTHEN OR COMPOSED OF COMPOST FILTER SOCK, WITH A STONE OUTLET.

6. OP - OUTLET PROTECTION - C-ECM-15

OUTLET PROTECTION TAKES THE FORM OF STRUCTURALLY LINED APRONS OR OTHER FORMS OF

ENERGY-DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES, CURB OPENINGS, DITCH

TURNOUTS, OR PAVED CHANNEL SECTIONS TO SLOW DISCHARGE VELOCITY FROM THE OUTLET TO

PREVENT AN EROSIVE CONDITION.

7. B/M - BLANKETS & MATTING - C-SSM-05

SOIL STABILIZATION BLANKETS AND MATTING ARE A FORM OF PROTECTIVE BLANKET (TREATMENT 1 OR SOIL STABILIZATION MATTING (TREATMENT II) ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL, OR SHORELINE.

VEGETATIVE PRACTICES

1. TS - TEMPORARY SEEDING - C-SSM-09

THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING

WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS.

2. PS - PERMANENT SEEDING - C-SSM-10

PERMANENT SEEDING IS THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED

AREAS BY PLANTING SEED.

3. MU - MULCHING - C-SSM-11

MULCHING IS THE APPLICATION OF A PROTECTIVE BLANKET OF STRAW OR OTHER PLANT

RESIDUES/MATERIALS TO THE SOIL SURFACE DURING THE ESTABLISHMENT OF TEMPORARY AND

PERMANENT SEEDING.

PERMANENT STABILIZATION

ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING WITHIN 7 DAYS OF REACHING FINAL GRADES. SEEDING SHALL BE DONE WITH KENTUCKY 31 TALL FESCUE ACCORDING TO STD. AND SPEC. C-SSM-10, PERMANENT SEEDING, OF THE VIRGINIA STORMWATER MANAGEMENT HANDBOOK VERSION 1.1, LATEST EDITION. MULCH (STRAW OR FIBER) WILL BE USED ON ALL SEEDED AREAS. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO MULCHING. EROSION CONTROL BLANKETS MAY BE INSTALLED OVER FILL SLOPES WHICH HAVE BEEN

BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT THE SLOPES PROPERLY.

MAINTENANCE

IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER

EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR:

1. CONSTRUCTION ENTRANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING STONE AS

CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES USED TO TRAP

SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO

ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY. THE USE OF WATER TRUCKS

TO REMOVE MATERIALS DROPPED, WASHED, OR TRACKED ONTO ROADWAYS WILL NOT BE

PERMITTED UNDER ANY CIRCUMSTANCES.

2. SEDIMENT BARRIERS - SEDIMENT TRAPPING DEVICES SUCH AS SEDIMENT BASINS, WILL BE CHECKED

REGULARLY FOR SEDIMENT CLEAN-OUT LEVELS.

3. SILT FENCE - THE SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT

DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER.

4. THE SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF GRASS IS

MAINTAINED. AREAS SHALL BE FERTILIZED AND RE-SEEDED AS NEEDED.

STORMWATER RUNOFF

STORMWATER RUNOFF IS SHEET FLOW FROM PROPOSED PAVED SURFACES AND DRAINS INTO EXISTING STORMWATER FACILITIES ONSITE AND WITHIN THE LIMITS OF THE LANDFILL'S EXISTING PERMIT COVERAGE.

c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MANMADE CHANNELS OR

PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:

(1) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A

TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE CHANNEL, THE BED, OR THE BANKS;

(2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10-YEAR STORM IS CONTAINED WITHIN

THE APPURTENANCES;

(3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A NATURAL CHANNEL OR WILL NOT CAUSE THE PREDEVELOPMENT PEAK RUNOFF RATE FROM A 10-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A

MANMADE CHANNEL; OR

(4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION, OR OTHER MEASURES THAT IS SATISFACTORY TO THE VESCP OR VESMP AUTHORITY TO PREVENT DOWNSTREAM EROSION.

d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.

e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE

ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT.

f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, THE APPLICANT SHALL OBTAIN APPROVAL FROM THE VESCP OR VESMP AUTHORITY FOR A PLAN FOR MAINTENANCE OF THE DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS OF THE FACILITY AND THE PERSON

RESPONSIBLE FOR PERFORMING THE MAINTENANCE.

g. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL DETENTION FACILITIES AS NECESSARY TO PROVIDE A

STABILIZED TRANSITION FROM THE FACILITY TO THE RECEIVING CHANNEL.

h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.

i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, ADEQUATE CHANNEL, PIPE, OR PIPE SYSTEM OR TO A

DETENTION FACILITY.

j. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR PARCELS IN A RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL BE USED IN ALL ENGINEERING CALCULATIONS. THIS SITE WAS DESIGNED TO COMPLY WITH THE ABOVE

CRITERIA

k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER THAT MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL, AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS, AND OTHER WATERS OF THE STATE. THIS SITE WAS DESIGNED TO COMPLY WITH THE ABOVE CRITERIA BY CALLING FOR

INLET/OUTLET PROTECTION, DIVERSION BERMS, SILT FENCE, ETC.

l. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS IF THE PRACTICES ARE DESIGNED TO (I) DETAIN THE WATER QUALITY VOLUME AND TO RELEASE IT OVER 48 HOURS; (II) DETAIN AND RELEASE OVER A 24-HOUR PERIOD THE EXPECTED RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5-YEAR, TWO-YEAR, AND 10-YEAR 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM THE SITE ASSUMING THE SITE WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN THE SITE WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN THE SITE'S PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS AS DEFINED IN ANY REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:28 OF THE CODE OF VIRGINIA (VESMA) OR § 62.1-44.15:54 OR

62.1-44.15:65 OF THE CODE OF VIRGINIA (ESCL). THE PROJECT MEETS MS-19.

m. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE CODE OF VIRGINIA (ESCL) AND THIS SUBDIVISION 19 SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE VESMA AND ATTENDANT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-875-480 OR GRANDFATHERING IN 9VAC25-875-490, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE CODE OF VIRGINIA (ESCL) SHALL APPLY; OR (II) ARE EXEMPT PURSUANT TO § 62.1-44.15:34 G 2 OF THE CODE

OF VIRGINIA (VESMA).

n. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN 9VAC25-875-600 SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION 19. THIS PROJECT ADHERES TO AND SATISFIES

THE MINIMUM STANDARDS

9VAC25-875-560. MINIMUM STANDARDS.

AN EROSION AND SEDIMENT CONTROL PLAN CONSISTENT WITH THE FOLLOWING CRITERIA, TECHNIQUES, AND METHODS SHALL

BE SUBMITTED TO THE VESMP AUTHORITY OR VESCP AUTHORITY FOR REVIEW AND APPROVAL:

1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN 14 DAYS.

PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR.

CONTRACTOR TO ADHERE TO THESE STANDARDS WHILE DEVELOPING THIS SITE.

2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES AND BORROW AREAS SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. CONTRACTOR TO TEMPORARY SEED STOCKPILE IF STOCKPILE IS NOT USED WITHIN (14) FOURTEEN DAYS

3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, IS MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. CONTRACTOR TO ADHERE TO THIS STANDARD FOR

DEVELOPING THIS SITE.

4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. CONTRACTOR TO ADHERE TO THIS STANDARD FOR DEVELOPING THIS

SITE.

5. STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS DAMS, DIKES, AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION. CONTRACTOR TO ADHERE TO THIS STANDARD FOR DEVELOPING THIS SITE.

6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED BASED UPON THE TOTAL DRAINAGE

AREA TO BE SERVED BY THE TRAP OR BASIN.

a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA AND

THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES.

b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM DRAINAGE AREAS GREATER THAN OR EQUAL TO THREE ACRES SHALL BE CONTROLLED BY A SEDIMENT BASIN. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT BASIN SHALL BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE

THE SEDIMENT BASIN IS UTILIZED.

CONTRACTOR TO ADHERE TO THIS STANDARD FOR DEVELOPING THIS SITE.

7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ALL CUT AND FILL SITES FOR THIS SITE WILL

BE AT 2:1 MIN. OR FLATTER

8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. THERE WILL BE NO CONCENTRATED RUNOFF

FLOWING DOWN CUT OR FILL SLOPE.

9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.

CONTRACTOR TO ADHERE TO THIS CRITERIA FOR DEVELOPMENT OF THIS SITE

10. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT SEDIMENT-LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. CONTRACTOR TO ADHERE TO THIS CRITERIA FOR DEVELOPMENT OF THIS SITE.

11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ALL INLETS AND OUTLETS CULVERTS SHALL HAVE EITHER INLET OR OUTLET PROTECTION. CHANNELS SLOPES ARE TO BE PROTECTED ACCRODING TO THE DITCH DETAILS SPECIFICATIONS SHOWN ON THE

GRADING PLANS (I.E. JUTE MESH, GEOGRID, ETC.)

12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT, AND STABILIZE THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND COFFERDAMS.

EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY NONERODIBLE COVER MATERIALS. NOT APPLICABLE FOR

THIS SITE.

13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. NOT

APPLICABLE FOR THIS SITE

14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE

WATERCOURSES SHALL BE MET. NOT APPLICABLE FOR THIS SITE.

15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS

COMPLETED. NOT APPLICABLE FOR THIS SITE.

16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO

OTHER APPLICABLE CRITERIA:

a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.

b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES.

c. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR

OFF-SITE PROPERTY.

d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN ORDER TO MINIMIZE EROSION AND

PROMOTE STABILIZATION.

e. RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.

f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.

NO UNDERGROUND UTILITY LINES ARE PROPOSED FOR THIS SITE.

17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED ONTO A PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT LOTS AS WELL AS TO LARGER LAND-DISTURBING ACTIVITIES. CONTRACTOR TO ADHERE TO THIS CRITERIA FOR DEVELOPMENT OF THIS SITE. A CONSTRUCTION ENTRANCE WILL BE IMPLEMENTED FOR THIS SITE. ANY MUD/DIRT/DEBRIS FROM CONSTRUCTION SITE ONTO LOCK HAVEN DRIVE SHALL BE

IMMEDIATELY CLEANED.

18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP OR VESMP AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.

CONTRACTOR TO ADHERE TO THIS CRITERIA FOR DEVELOPMENT BY PERMANENT SEEDING.

19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE PROTECTED FROM SEDIMENT DEPOSITION, EROSION, AND DAMAGE DUE TO INCREASES IN VOLUME, VELOCITY, AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING STANDARDS AND CRITERIA. STREAM RESTORATION AND RELOCATION PROJECTS THAT INCORPORATE NATURAL CHANNEL DESIGN CONCEPTS ARE NOT MANMADE CHANNELS AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR

NATURAL OR MANMADE CHANNELS:

a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MANMADE RECEIVING CHANNEL, PIPE, OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE PIPE OR PIPE

SYSTEM SHALL BE PERFORMED.

b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING MANNER:

(1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE POINT OF ANALYSIS WITHIN THE CHANNEL IS 100 TIMES GREATER THAN THE CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR

(2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM TO VERIFY THAT STORMWATER WILL

NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION OF CHANNEL BED OR BANKS.

(b) ALL PREVIOUSLY CONSTRUCTED MANMADE CHANNELS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT STORMWATER WILL NOT OVERTOP THE STORMWATER'S BANKS AND BY THE USE OF A TWO-YEAR STORM TO

DEMONSTRATE THAT STORMWATER WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND

(c) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE OF A 10-YEAR STORM TO VERIFY THAT

STORMWATER WILL BE CONTAINED WITHIN THE PIPE OR SYSTEM.

EROSION CONSTRUCTION NOTES

ES-1 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND

SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING

TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA STORMWATER

MANAGEMENT HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-875-560.

ES-2 THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE

PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND

DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.

ES-3 ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS

THE FIRST STEP IN CLEARING.

ES-4 A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE

MAINTAINED ON THE SITE AT ALL TIMES.

ES-5 PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN

INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR

WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION

CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING

AUTHORITY.

ES-6 THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION

CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS

DETERMINED BY THE PLAN APPROVING AUTHORITY.

ES-7 ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES

AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT

UNTIL FINAL STABILIZATION IS ACHIEVED.

ES-8 DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED

FILTERING DEVICE.

ES-9 THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY

AND AFTER EACH RUNOFF-PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR

CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL

BE MADE IMMEDIATELY.

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E&S NOTES

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PROJECT:

AutoCAD SHX Text This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Engineering Concepts, Inc. shall be without liability to Engineering Concepts, Inc.

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Date

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1.0 AC. LIMITS OF DISTURBANCE

6' TALL CHAIN LINK FENCE WITH

GREEN SLATS. TIE INTO EXISTING

GATE AT ACCESS ROAD, EACH SIDE.

PROPOSED SCALE (NOT IN CONTRACT)

EXISTING GATE STOP

PAVING LIMITS AT GATE.

PROPOSED (2) 10' WIDE SWING

GATES FOR 20' OPENING.

TIE INTO EXISTING PAVED

ENTRANCE, FIELD VERIFY

EXISTING LIMITS.

PROPOSED DUMPSTERS SHOWN FOR

REFERENCE, NOT IN CONTRACT

50.0000'

BU

FFER

50.0000'

BUFFER

183.0692'

189.6082'

151.8509'

147.2298'

25'x20' CONCRETE PAD.

(SEE DETAIL)

36" WIDE GRAVEL FILTER TO PROMOTE SHEET FLOW

FROM PAVED SURFACE. FILTER SHALL BE 36" WIDE, 6"

DEEP, WITH #57 STONE ON GEOTEXTILE FABRIC. TOP

OF STONE SHALL BE UNIFORM AND FLUSH WITH THE

EDGE-OF-PAVEMENT

SF

PROPOSED LIGHT POLE AT EACH CORNER (NOT IN CONTRACT)

SF

SF

TS PS

MU

TS PS

MU

TS PS

MU

PROPOSED PAVED LOT

(3,120 SY)

PROPOSED 3" ELECTRICAL

CONDUIT TO ATTENDANT'S

BUILDING PAD. COORDINATE

STUB LOCATION AT PAD

WITH OWNER.

PROPOSED 2" ELECTRICAL CONDUIT

FROM ATTENDANT'S BUILDING PAD

TO SCALE. COORDINATE STUB

LOCATION AT SCALE WITH OWNER.

PLACE BOLLARD AT EACH

CORNER OF THE CONCRETE PAD.

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AutoCAD SHX Text This document, together with the concepts and designs presented herein, as an instrument of service, is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization and adaptation by Engineering Concepts, Inc. shall be without liability to Engineering Concepts, Inc.

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SITE PLAN

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4"

12"

BERM

DITCH FLOW

SHALLOW SLOPE

ON SHALLOW SLOPES, STRIPS OF

NETTING PROTECTIVE COVERINGS MAY

BE APPLIED ACROSS THE SLOPE.

WHERE THERE IS A BERM AT THE TOP OF THE

SLOPE, BRING THE MATERIAL OVER THE BERM

AND ANCHOR IT BEHIND THE BERM.

STEEP SLOPE

ON STEEP SLOPES, APPLY PROTECTIVE

COVERING PARALLEL TO THE DIRECTION OF

FLOW AND ANCHOR SECURELY.

BRING MATERIAL DOWN TO A LEVEL

AREA BEFORE TERMINATING THE

INSTALLATION. TURN THE END UNDER

4" AND STAPLE AT 12" INTERVALS.

IN DITCHES, APPLY PROTECTIVE COVERING

PARALLEL TO THE DIRECTION OF FLOW. USE

CHECK SLOTS AS REQUIRED. AVOID JOINING

MATERIAL IN THE CENTER OF

THE DITCH IF AT ALL POSSIBLE.

C-SSM-05-1

TYPICAL ORIENTATION OF

TREATMENT - 1

(SOIL STABILIZATION BLANKET)

LUDLOW PRODUCTS BROCHUREv1.1

SOURCE: ADAPTED FROM

SHEET FLOW INSTALLATION

(PERSPECTIVE VIEW)

POINTS A SHOULD BE HIGHER THAN POINT B.

DRAINAGEWAY INSTALLATION

(FRONT ELEVATION)

A B

FLOW

A

3'MAX.

FLOW

4"

FLOW

1. SET THE STAKES

3. STAPLE THE FILTER MATERAIL TO

STAKES AND EXTENT IT INTO THE

TRENCH.

4. BACKFILL AND COMPACT

THE EXCAVATED SOIL.

2. EXCAVATE A 4"x4" TRENCH

UPSLOPE ALONG THE LINE OF

STAKES.

FLOW

C-PCM-04-2B

CONSTRUCTION OF SILT FENCE

WITHOUT WIRE SUPPORT

FAB. BARRIERS, SHERWOOD & WYANTv1.1

SOURCE: ADAPTED FROM STRAW &

8" 21-A SUBBASE

COMPACT SUBGRADE TO

95% MAX. DRY DENSITY

PER ASTM D-698

2.5" BM-25.0 BASE COURSE

1.5" SM-9.5A

TOP COURSE

1. ALL EXPOSED EDGES OF EXISTING BITUMINOUS

SURFACE COURSE SHALL BE PRIMED WITH ASPHALTIC

MIXTURE PRIOR TO NEW ASPHALT PLACEMENT.

2. ALL PAVEMENT SHALL BE HEAVY-DUTY, EXCEPT AS

NOTED.

3'-6"

3'-6"

6"

3'

1'

(1) #4 CONT.

2"

6" 6" 24"

1/2" CONTINUOUS CHAMFER

COMPACTED TO 95% ASTM D698 DENSITY

NO. 57 OR VDOT 21-B COARSE

AGGREGATE

3,000 P.S.I. CONCRETE

6"x6"-W2.9xW2.9 WELDED WIRE

REINFORCEMENT

#4 @ 24" O.C. W/ 3" CLEAR

COVER AT PAD EDGES

8"

(LBS/ACRE)

50-100

60-100

(SECALE CEREALE)

MAY 1 - AUG. 31

FEB. 16 - APR. 30

(SETERIA ITALICA)

GERMAN MILLET

(LOLIUM MULTI-FLORUM)

ANNUAL RYEGRASS

SEPT. 1 - FEB. 15

RATE

CEREAL (WINTER) RYE

(LOLIUM MULTI-FLORUM)

ANNUAL RYEGRASS

SPECIES

50/50 MIX OF

PLANTING DATES

*QUICK REFERENCE FOR ALL REGIONS*

ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS

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