Landfill Collection Facility
| Location: | Virginia |
|---|---|
| Posted: | Sep 1, 2026 |
| Due: | Oct 16, 2026 |
| Agency: | Franklin County |
| Type of Government: | State & Local |
| Category: |
|
| Publication URL: | To access bid details, please log in. |
| Bid Title: |
Landfill Collection Facility
|
| Category: | Franklin County Bids & Requests for Proposal |
| Status: | Open |
|
Attachment Preview
LANDFILL COLLECTION SITE
SITE PLAN
2020 SONTAG ROAD
FRANKLIN COUNTY, VIRGINIA
AUGUST 28, 2026
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
SITE
ZONING TABULATION
TAX PARCEL #: 0830007100
CURRENT ZONING: NOT ZONED
CURRENT USE: SOLID WASTE COLLECTION FACILITY
PROPOSED USE: SOLID WASTE COLLECTION FACILITY
ABBREVIATIONS
WSE
O.D.
MH
XING
GPM
PSI
P.I.V.
SDR
MIN
LAT.
ST
VERT.
HORIZ.
BLDG.
SEP.
D.I.
C.O.
MAX.
F.F.
FIN.
FOUND.
O
CLR.
T.O.F.
O.C.
REINF.
SSMH
L.P.
FD
F
D
WATER SURFACE ELEVATION
OUTSIDE DIAMETER
MANHOLE
CROSSING
GALLONS PER MINUTE
POUNDS PER SQUARE INCH
POST INDICATOR VALVE
STANDARD DIMENSION RATIO
MINIMUM
LATERAL
STORM DRAIN
VERTICAL
HORIZONTAL
BUILDING
SEPARATION
DROP INLET
CLEANOUT
MAXIMUM
FINISHED FLOOR
FINISHED
FOUNDATION
DIAMETER
CLEARANCE
TOP OF FOOTING
ON CENTER
REINFORCEMENT
SANITARY SEWER MANHOLE
LOW POINT
FOUNDATION DRAIN
FIRE SERVICE LINE
DOMESTIC SERVICE LINE
SWM
ELEC
SS
ARV
C.I.
WL
E
C&P
STM
WV
CPU
CONC
T.C.
SC
INV
V.D.O.T.
TYP.
ELEV.
@
C
HD
PVC
F.H.
TELE.
CMP
H.P.
EXIST/EX.
HDPE
V.M.I.
A.E.
TCxx.xx
Pxx.xx
STORM WATER MANAGEMENT
ELECTRIC (UNDERGROUND)
SANITARY SEWER
AIR RELEASE VALVE
CAST IRON
WATERLINE
ELECTRIC (OVERHEAD)
CHESAPEAKE & POTOMAC
STEAM
WATER VALVE
UNDERGROUND COMPUTER CABLE
CONCRETE
TERRA COTTA
UNDERGROUND SATELLITE
INVERT
VIRGINIA DEPARTMENT OF TRANSPORTATION
TYPICAL
ELEVATION
AT
CENTERLINE
HIGH DENSITY
POLYVINYL CHLORIDE
FIRE HYDRANT
TELEPHONE
CORRUGATED METAL PIPE
HIGH POINT
EXISTING
HIGH DENSITY POLYETHYLENE
VIRGINIA MILITARY INSTITUTE
AIR ENTRAINED
TOP OF CURB ELEVATION
PAVEMENT ELEVATION
SHEET INDEX
C-000
C-001
C-002
C-100
C-131
C-501
COVER SHEET
GENERAL NOTES
E&S NOTES
EXISTING CONDITIONS
SITE PLAN
SITE DETAILS
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
C-000
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.
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.
7. THE CONTRACTOR SHALL MAINTAIN LIMITS OF CONSTRUCTION WITHIN THE PROPERTY BOUNDARIES
OR EASEMENTS AS INDICATED.
10. PROTECT EXCAVATED BOTTOMS OF ALL FOOTINGS AND TRENCHES AGAINST FREEZING
WHEN ATMOSPHERIC TEMPERATURE IS LESS THAN 35 F (1 C).
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.
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.
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.
ZONING TABULATION
TAX PARCEL #:
TOTAL PARCEL:
AREA OF DEVELOPMENT:
CURRENT ZONING:
CURRENT USE:
PROPOSED USE:
0830007100
269.841 ACRES
1.0 ACRES
NZ - NOT ZONED
SOLID WASTE COLLECTION FACILITY
EXPANDED TRASH COLLECTION FACILITY
YARDS
MINIMUM FRONT
MAXIMUM FRONT
MINIMUM SIDE
MAXIMUM SIDE
MINIMUM REAR
MAXIMUM REAR
MAXIMUM LOT COVERAGE:
MAXIMUM BUILDING HEIGHT:
NONE
NONE
NONE
NONE
NONE
NONE
NONE
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).
C-001
9VAC25-875-560. MINIMUM STANDARDS.
c. IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED MANMADE CHANNELS OR
PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL:
EROSION AND SEDIMENT CONTROL NARRATIVE
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) IMPROVE THE CHANNELS TO A CONDITION WHERE A 10-YEAR STORM WILL NOT OVERTOP THE BANKS AND A PROJECT DESCRIPTION
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.
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;
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.
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) 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
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.
THAT IS SATISFACTORY TO THE VESCP OR VESMP AUTHORITY TO PREVENT DOWNSTREAM EROSION.
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 d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE IMPROVEMENTS.
UNIFORM, IS MATURE ENOUGH TO SURVIVE, AND WILL INHIBIT EROSION. CONTRACTOR TO ADHERE TO THIS STANDARD FOR
OFFSITE AREAS
NO OFFSITE AREAS WILL BE IMPACTED OR USED AS HOST FOR STOCKPILES, ETC., BY THE
CONSTRUCTION OF THIS PROJECT.
DEVELOPING THIS SITE.
4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS, AND OTHER MEASURES INTENDED TO TRAP
e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED CHARACTERISTICS AND THE
ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT PROJECT.
ADJACENT PROPERTY
THE SITE IS BORDERED ON THE WEST BY SNOW CREEK ROAD, FORESTED LAND TO THE NORTH AND
SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND-DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL
f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, THE APPLICANT SHALL EAST, AND A RECREATIONAL BASEBALL FIELD TO THE SOUTH.
BEFORE UPSLOPE LAND DISTURBANCE TAKES PLACE. CONTRACTOR TO ADHERE TO THIS STANDARD FOR DEVELOPING THIS
OBTAIN APPROVAL FROM THE VESCP OR VESMP AUTHORITY FOR A PLAN FOR MAINTENANCE OF THE DETENTION
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.
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.
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.
h.
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.
i.
ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE.
INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR SEDIMENTATION ON ADJACENT
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
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
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
MANUAL. ADDITIONAL SOIL DATA IS AVAILABLE UPON REQUEST.
SEE DATA ATTACHED.
STRUCTURAL INTEGRITY OF THE BASIN DURING A 25-YEAR STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN
RESIDENTIAL, COMMERCIAL, OR INDUSTRIAL DEVELOPMENT SHALL NOT BE CONSIDERED TO BE SEPARATE
RUNOFF CALCULATIONS SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO EXIST WHILE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE
EROSION AND SEDIMENT CONTROL MEASURES
THE SEDIMENT BASIN IS UTILIZED.
DEVELOPMENT PROJECT. HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION (CONSTRUCTION SEQUENCE AND PHASING)
CONTRACTOR TO ADHERE TO THIS STANDARD FOR DEVELOPING THIS SITE.
SHALL BE USED IN ALL ENGINEERING CALCULATIONS. THIS SITE WAS DESIGNED TO COMPLY WITH THE ABOVE
CRITERIA
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
k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE EMPLOYED IN A MANNER THAT
ADDITIONAL SLOPE STABILIZING MEASURES UNTIL THE PROBLEM IS CORRECTED. ALL CUT AND FILL SITES FOR THIS SITE WILL MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL, AND BIOLOGICAL INTEGRITY OF RIVERS, STREAMS, AND OTHER
BE AT 2:1 MIN. OR FLATTER
WATERS OF THE STATE. THIS SITE WAS DESIGNED TO COMPLY WITH THE ABOVE CRITERIA BY CALLING FOR
8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS CONTAINED WITHIN AN ADEQUATE
INLET/OUTLET PROTECTION, DIVERSION BERMS, SILT FENCE, ETC.
TEMPORARY OR PERMANENT CHANNEL, FLUME, OR SLOPE DRAIN STRUCTURE. THERE WILL BE NO CONCENTRATED RUNOFF
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
FLOWING DOWN CUT OR FILL SLOPE.
l. ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER MANAGEMENT THAT
ADHERED TO IN PREPARING THIS SITE FOR CONSTRUCTION:
9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHALL BE PROVIDED.
ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS
CONTRACTOR TO ADHERE TO THIS CRITERIA FOR DEVELOPMENT OF THIS SITE
SHALL SATISFY THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE
1. AS A FIRST STEP IN LAND DISTURBANCE ALL PERIMETER EROSION CONTROL MEASURES SHALL BE
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.
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
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.
1.5-YEAR, TWO-YEAR, AND 10-YEAR 24-HOUR STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK
11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE MADE OPERATIONAL, ADEQUATE FLOW RATE FROM THE SITE ASSUMING THE SITE WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH
OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR PERMANENT CHANNEL LINING SHALL BE INSTALLED IN BOTH THE
MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS EQUAL TO THE RUNOFF
CONVEYANCE CHANNEL AND RECEIVING CHANNEL. ALL INLETS AND OUTLETS CULVERTS SHALL HAVE EITHER INLET OR OUTLET VOLUME FROM THE SITE WHEN THE SITE WAS IN A GOOD FORESTED CONDITION DIVIDED BY THE RUNOFF VOLUME
PROTECTION. CHANNELS SLOPES ARE TO BE PROTECTED ACCRODING TO THE DITCH DETAILS SPECIFICATIONS SHOWN ON THE FROM THE SITE IN THE SITE'S PROPOSED CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY
GRADING PLANS (I.E. JUTE MESH, GEOGRID, ETC.)
AND VELOCITY REQUIREMENTS FOR NATURAL OR MANMADE CHANNELS AS DEFINED IN ANY REGULATIONS
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.
PROMULGATED PURSUANT TO § 62.1-44.15:28 OF THE CODE OF VIRGINIA (VESMA) OR § 62.1-44.15:54 OR
12. WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE TAKEN TO MINIMIZE ENCROACHMENT,
62.1-44.15:65 OF THE CODE OF VIRGINIA (ESCL). THE PROJECT MEETS MS-19.
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 m. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY AND VELOCITY
THIS SITE.
REQUIREMENTS OF § 62.1-44.15:52 A OF THE CODE OF VIRGINIA (ESCL) AND THIS SUBDIVISION 19 SHALL BE
13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE THAN TWICE IN ANY SIX-MONTH
SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS IN THE VESMA AND ATTENDANT
PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. NOT REGULATIONS, UNLESS SUCH LAND-DISTURBING ACTIVITIES (I) ARE IN ACCORDANCE WITH PROVISIONS FOR TIME
APPLICABLE FOR THIS SITE
LIMITS ON APPLICABILITY OF APPROVED DESIGN CRITERIA IN 9VAC25-875-480 OR GRANDFATHERING IN
14. ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS PERTAINING TO WORKING IN OR CROSSING LIVE
9VAC25-875-490, IN WHICH CASE THE FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF
WATERCOURSES SHALL BE MET. NOT APPLICABLE FOR THIS SITE.
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).
15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY AFTER WORK IN THE WATERCOURSE IS
COMPLETED. NOT APPLICABLE FOR THIS SITE.
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
16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO THE MINIMUM STANDARDS
OTHER APPLICABLE CRITERIA:
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
a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME.
EROSION CONSTRUCTION NOTES
DRAIN DROP INLET OR CURB INLET.
5. TST - TEMPORARY SEDIMENT TRAP - C-SCM-11
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.
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.
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
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.
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.
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,
f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH.
NO UNDERGROUND UTILITY LINES ARE PROPOSED FOR THIS SITE.
ES-3
ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS
THE FIRST STEP IN CLEARING.
CHANNEL, OR SHORELINE.
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.
ES-4
ES-5
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
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.
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.
ES-6
ES-7
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.
ES-8
ES-9
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.
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.
DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED
FILTERING DEVICE.
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.
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.
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.
NO.
TITLE
PCM-01
SCM-03
SCM-02
PCM-02
SAFETY FENCE
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
CONSTRUCTION ROAD
STABILIZATION
STRAW BALE BARRIER
PCM-04
SILT FENCE
PCM-03
SCM-04
SCM-05
BRUSH BARRIER
STORM DRAIN
INLET PROTECTION
CULVERT INLET PROTECTION
ECM-04 TEMPORARY DIVERSION DIKE
ECM-06
ECM-07
ECM-05
TEMPORARY FILL DIVERSION
TEMPORARY RIGHT-OF-WAY
DIVERSION
DIVERSION
SCM-11 TEMPORARY SEDIMENT TRAP
SCM-12 TEMPORARY SEDIMENT BASIN
ECM-12
TEMPORARY SLOPE DRAIN
ECM-11
ECM-09
ECM-15
PAVED FLUME
STORMWATER CONVEYANCE
CHANNEL
OUTLET PROTECTION
ECM-13
RIPRAP
KEY SYMBOL
SAF
SAF
CE
CRS
CRS
STB
SF
BB
IP
CIP
DD
DD
FD
FD
RWD
RWD
DV
DV
ST
SB
TSD
TSD
PF
PF
SCC
OP
RR
NO.
TITLE
KEY SYMBOL
SCM-07
ROCK CHECK DAMS
CD
ECM-14
LEVEL SPREADER
LS
ENV-01
VEGETATIVE STREAMBANK
STABILIZATION
VSS
VSS
ENV-02
STRUCTURAL STREAMBANK
STABILIZATION
SSS
SSS
ENV-03
TEMPORARY VEHICULAR
STREAM CROSSING
VSC
ENV-04 UTILITY STREAM CROSSING
USC
SCM-10 DEWATERING STRUCTURE
DS
X
SCM-09
TURBIDITY CURTAIN
TC
X
X
PCM-03
SUBSURFACE DRAIN
SD
ECM-10 SURFACE ROUGHENING
SR
SR
SSM-02
TOPSOILING
TO
TO
SSM-09
TEMPORARY SEEDING
TS
TS
SSM-10
PERMANENT SEEDING
PS
PS
SSM-06
SODDING
SO
SSM-07
BERMUDA GRASS AND
ZOYSIAGRASS ESTABLISHMENT
BE
ZE
SSM-11
MULCHING
MU
SSM-05
SOIL STABILIZATION
BLANKETS AND MATTING
B
M
SSM-08
TREES, SHRUBS, VINES
AND GROUND COVERS
VEG
SSM-01
TREE PRESERVATION
AND PROTECTION
TP
SCM-01
DUST CONTROL
DC
SO
B
OR
M
MU
TREAT. 1
TREAT. 2
VEG
TP
DC
C-002
PROPOSED LIGHT POLE AT EACH CORNER (NOT IN CONTRACT)
1.0 AC. LIMITS OF DISTURBANCE
6' TALL CHAIN LINK FENCE WITH
GREEN SLATS. TIE INTO EXISTING
GATE AT ACCESS ROAD, EACH SIDE.
PROPOSED 2" ELECTRICAL CONDUIT
FROM ATTENDANT'S BUILDING PAD
TO SCALE. COORDINATE STUB
LOCATION AT SCALE WITH OWNER.
PROPOSED SCALE (NOT IN CONTRACT)
SF
EXISTING GATE STOP
PAVING LIMITS AT GATE.
TS PS
MU
183.0692'
PROPOSED PAVED LOT
(3,120 SY)
TS PS
MU
SF
189.6082'
PROPOSED DUMPSTERS SHOWN FOR
REFERENCE, NOT IN CONTRACT
TS PS
MU
25'x20' CONCRETE PAD.
(SEE DETAIL)
PLACE BOLLARD AT EACH
CORNER OF THE CONCRETE PAD.
TIE INTO EXISTING PAVED
ENTRANCE, FIELD VERIFY
EXISTING LIMITS.
PROPOSED (2) 10' WIDE SWING
SF
GATES FOR 20' OPENING.
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
5B0U.0F0F0E0R'
PROPOSED 3" ELECTRICAL
CONDUIT TO ATTENDANT'S
BUILDING PAD. COORDINATE
STUB LOCATION AT PAD
WITH OWNER.
C-130
1. SET THE STAKES
2. EXCAVATE A 4"x4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
FLOW
FLOW
3. STAPLE THE FILTER MATERAIL TO
STAKES AND EXTENT IT INTO THE
TRENCH.
4"
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
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
BERM
ON STEEP SLOPES, APPLY PROTECTIVE
COVERING PARALLEL TO THE DIRECTION OF
FLOW AND ANCHOR SECURELY.
FLOW
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
FLOW
3'MAX.
A
A
B
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
CONSTRUCTION OF SILT FENCE
WITHOUT WIRE SUPPORT
SOURCE: ADAPTED FROM STRAW &
v1.1 FAB. BARRIERS, SHERWOOD & WYANT C-PCM-04-2B
4"
BRING MATERIAL DOWN TO A LEVEL
AREA BEFORE TERMINATING THE
INSTALLATION. TURN THE END UNDER
4" AND STAPLE AT 12" INTERVALS.
12"
DITCH
FLOW
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.
TYPICAL ORIENTATION OF
TREATMENT - 1
(SOIL STABILIZATION BLANKET)
SOURCE: ADAPTED FROM
v1.1
LUDLOW PRODUCTS BROCHURE C-SSM-05-1
3'-6"
3'
6"
1'
3'-6"
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
*QUICK REFERENCE FOR ALL REGIONS*
PLANTING DATES
SPECIES
RATE
(LBS/ACRE)
SEPT. 1 - FEB. 15
FEB. 16 - APR. 30
50/50 MIX OF
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
&
CEREAL (WINTER) RYE
(SECALE CEREALE)
ANNUAL RYEGRASS
(LOLIUM MULTI-FLORUM)
50-100
60-100
MAY 1 - AUG. 31
GERMAN MILLET
50
(SETERIA ITALICA)
1.5" SM-9.5A
TOP COURSE
2.5" BM-25.0 BASE COURSE
8" 21-A SUBBASE
COMPACT SUBGRADE TO
95% MAX. DRY DENSITY
PER ASTM D-698
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.
3,000 P.S.I. CONCRETE
6"x6"-W2.9xW2.9 WELDED WIRE
REINFORCEMENT
6"
6"
COMPACTED TO 95% ASTM D698 DENSITY
#4 @ 24" O.C. W/ 3" CLEAR
COVER AT PAD EDGES
1/2" CONTINUOUS CHAMFER
2"
24"
8"
(1) #4 CONT.
NO. 57 OR VDOT 21-B COARSE
AGGREGATE
C-501
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