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PROJECT SUMMARY
NAME OF PROJECT: WAVERLY RESI DEN CE
V
PROJECTADDRESS: NEAR 7085 BATESVILLE ROAD AFTON, VA 22920
DEVELOPMENT TYPE:
BY -RIGHT RESIDENTIAL
MAGISTERIAL DISTRICT:
BATESVILLE
PROJECTSUMMARY:
SINGLE FAMILY RESIDENCEW/AGRICULTURAL USES
APPLICANT/OWNER:
OWNER:
CYRENA SPARKMAN
CONTACT:
CHARLES SPARKMAN
ADDRESS:
2502 BUCKELEW DR
FALLS CHURCH, VA 22046
PHONE:
434-825-1992
EMAIL:
CHARLES.LEE.SPARKMAN@GMAIL.COM
ENGINEER OF RECORD:
CONTACT: LINE AND GRADE CIVIL ENGINEERING
DANIELC. HYER, PE
ADDRESS: 1134TH STREET NE; STE 100
CHARLOTTESVILLE, VA 22902
PHONE: 434-262-0169
EMAIL: DHYER@LINE-GRADE.COM
SOURCE OF SURVEYAND TOPOGRAPHY:
SOURCE: ROGER W. RAY & ASSOCIATES, INC.
CONTACT: BRIAN RAY
(SURVEY DATED 03/03/2021)
ADDRESS: 663 BERKMAR COURT
CHARLOTTESVILLE, VA 22901
PHONE: 434-293-3195
EMAIL: BRIAN@RAYSURVEYING.COM
*SITE FIELD VERIFIED BY DESIGN ENGINEER KENDRA PATRICK AND DANIEL HYER ON 9/30/21
PARCELS:
PARCEL I D: 08500-00-00-001DO
OWNER: CYRENA W. SPARKMAN
CONTACT:
ZONED: RA
OVERLAYS: FLOOD HAZARD
PROFFERS: NONE
LEGAL AREA: 55.45 AC
PROPOSED SITE PLAN REQUIREMENTS
ALLOWED OR REQ'D
BUILDING HEIGHT:
MAX HEIGHT ALLOWED =
35 FT
MAX PROPOSED BUILDING HEIGHT =
18 FT
SETBACKS:
FRONT BUILDING SETBACK=
75 FT
SIDE BUILDING SETBACK=
25 FT
REAR BUILDING SETBACK =
35 FT
BUILDING FOOTPRINTS:
MAIN RESIDENCE=
GARAGE=
5,430 SF
2,257 SF
TOTAL = 7,687 SF
VICINITY MAP N
SCALE: 1" = 3,000'
US-2 °
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LOCATION
BATESVILLE RD �•
LOCATION MAP ;
SCALE: 1" = 500'
DESIGN INFORMATION:
DISTURBANCE AREA: 3.26 AC (142,013 SF)
PROPOSED IMPERVIOUS AREA: 0.40 AC
12 DIGIT HUC CODE: 020802040101
SHEET LIST TABLE
Sheet Number Sheet Title
UTILITY OWNERS:
POWER:
CENTRAL VA ELECTRIC COOPERATIVE
(800) 367-2832
WATER:
PRIVATE WELL
SANITARY SEWER:
PRIVATE SEPTIC
COMM.:
FIREFLY
(434) 373-7003
CO.0
Title Sheet
C0.1
General Notes
CO.2
General Notes
C1.0
Existing Conditions and Soils Map
C2.0
Erosion and Sediment Control Narrative
C2.1
Erosion and Sediment Control Plan - PH1
C2.2
Erosion and Sediment Control Plan - PH2
C2.3
Erosion and Sediment Control Details
C3.0
Driveway Plan and Profile
C3.1
Driveway Details
C4.0
Grading & Utility Plan
C5.0
Predevelopment Stormwater Management Plan
C5.1
Postdevelopment Stormwater Management Plan
C5.2
Stormwater Management Details
XO.O
Survey
15
TOTAL SHEETS
SUBMITTAL LOG
SUBMISSION DESCRIPTION RECIPIENT SUBMITTAL DATE
1 1ST SUBMISSION
DEPT. OF COMMUNITY DEVELOPMENT
10/01/2021
2 2ND SUBMISSION
DEPT. OF COMMUNITY DEVELOPMENT
11/30/2021
3 75% CD
DESIGN TEAM
12/10/2021
4 3RD SUBMISSION
DEPT. OF COMMUNITY DEVELOPMENT
01/31/2022
DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT DATE
DEPARTMENT OF ENGINEERING
DATE
DEPARTMENT OF ZONING DATE
FIRE MARSHALL DATE
ALBEMARLE COUNTY SERVICE AUTHORITY DATE
VIRGINIA DEPARTMENT OF HEALTH
DATE
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DANIEL C. HYER Y
Lic. No. 45596,
^'ZONAL VA'
APPROVED DCH
SUBMISSION NO. 4
PROJECT 2107007
T H E W 0 R K O F
L I N E + G R A D E
Como
GENERAL CONSTRUCTION NOTES: UTILITIES: CONCRETE AND ASPHALT:
1. ALL CONSTRUCTION METHODS AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND
BRIDGE STANDARDS AND SPECIFICATIONS (VDOT RBS&S), VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THE RULES AND REGULATIONS
WATER AND SANITARY SEWER CONSTRUCTION SPECIFICATIONS AND STANDARDS FOR THE PLAN APPROVING AUTHORITY AND ANY OTHER APPLICABLE
FEDERAL, STATE, OR LOCAL ORDINANCES, CODES, AND LAWS.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONDITIONS, MATERIALS, DIMENSIONS LOCATIONS AND EXISTING ELEMENTS TO REMAIN IN
THE FIELD BEFORE PROCEEDINGS WITH ANY WORK. IF CONDITIONS VARY FROM WHAT IS REPRESENTED IN THE DRAWINGS, THE CONTRACTOR SHALL
IMMEDIATELY NOTIFY THE ENGINEER.
3. EXISTING CONSTRUCTION SHOWN IN THESE DRAWINGS SHALL BE USED AS RELATIVE REFERENCES AND ARE TO BE VERIFIED IN THE FIELD BY THE
CONTRACTOR IF DEEMED CRITICAL FOR PROPER EXECUTION OF THE WORK.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DUST CONTROL MEASURES.
5. PROVIDE ADEQUATE PROTECTION FOR THE EXISTING BUILDINGS, BUILDING OCCUPANTS, VEHICLES AND PEDESTRIANS AT ALL TIMES IN ACCORDANCE
WITH OSHA AND ALL APPLICABLE STATE AND LOCAL CODES.
6. MATERIALS AND EQUIPMENT SHALL BE STORED IN APPROVED AREAS TO PREVENT IMPACTS ON VEHICLES AND PEDESTRIANS. CONTRACTOR SHALL BE
FULLY RESPONSIBLE FOR MEASURES TAKEN TO ENSURE VEHICULAR AND PEDESTRIAN SAFETY THROUGH THE ENTIRE DURATION OF THE WORK. SAFETY
IS PARAMOUNT.
7. EQUIPMENT AND MATERIALS SHALL BE STORED IN DESIGNATED AREAS AND SHALL NOT ENCUMBER THE OWNER'S OPERATIONS, SURROUNDING RIGHT
OF WAY, OR ADJOINING GROUNDS.
8. ALL WORK AREAS SHALL BE CLEANED DAILY.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF BUILDINGS ADJACENT TO WORK AREAS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COSTS OF DAMAGES RESULTING FROM CONSTRUCTION ACTIVITIES.
10. SECTION CUTS AND DETAIL CALLOUTS INDICATED IN THE DRAWINGS ARE TYPICAL FOR THE PROJECT. THEY ARE TO BE CONSIDERED TYPICAL FOR SIMILAR
CONDITIONS AND HAVE NOT BEEN SHOWN EVERYWHERE THEY APPLY.
11. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR JOB SITE SAFETY.
12. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL CONSTRUCTION.
13. SYMBOLS IN THE DRAWINGS ARE NOT TO SCALE.
14. ALL WORK SHALL BE LAID -OUT PRIOR TO INSTALLATION OF NEW WORK BASED ON MEASUREMENT OF EXISTING CONSTRUCTION AND EXISTING
CONSTRUCTION DESIGNATED TO REMAIN AS PART OF THE PROJECT. DO NOT START INSTALLATION OF WORK UNTIL LAY -OUT IS COMPLETE AND POTENTIAL
CONFLICTS HAVE BEEN IDENTIFIED AND ADDRESSED.
15. THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ALL DAMAGE TO THE EXISTING BUILDINGS AND ADJACENT GROUNDS AND PROPERTY CAUSE BY
THE CARELESSNESS OR NEGLECT OF HIS WORKMEN. DAMAGE TO PORTIONS OF THE PROPERTY NOT SUBJECT TO WORK UNDER THE CONTRACT SHALL BE
REPAIRED TO THE FULL SATISFACTION OF THE OWNER AND ENGINEER, AT THE CONTRACTOR'S EXPENSE.
16. PROTECTION OF THE WORK: PROTECT EFFECTIVELY ALL MATERIALS AND EQUIPMENT DURING THE ENTIRE PERIOD OF CONSTRUCTION. REPLACE
MATERIALS AND EQUIPMENT DAMAGED, LOST OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER.
17. PROTECT EXISTING MATERIALS DURING INSTALLATION OF TEMPORARY PROTECTION AND CONSTRUCTION. DO NOT DEFACE OR REMOVE EXISTING
MATERIALS IF INTENDED TO STAY. ATTACHMENTS OF TEMPORARY PROTECTION TO EXISTING CONSTRUCTION SHALL BE APPROVED BY THE ENGINEER
PRIOR TO INSTALLATION.
18. OBTAIN ENGINEER REVIEW AND WRITTEN APPROVAL IN THE FORM OF A CONSTRUCTION CHANGE DIRECTIVE OR SUPPLEMENTAL INSTRUCTION BEFORE
MAKING CHANGES OR ADDITIONS TO CONSTRUCTION OR REMOVING MATERIALS THAT WERE INTENDED TO REMAIN.
19. NOTIFY ENGINEER OF VISIBLE CHANGES IN THE INTEGRITY OF MATERIALS OR COMPONENTS WHETHER DUE TO ENVIRONMENTAL CAUSES INCLUDING
BIOLOGICAL ATTACK, UV DEGRADATION, FREEZING OR THAWING OR DUE TO STRUCTURAL DEFECTS INCLUDING CRACKS, MOVEMENT OR DISTORTION. DO
NOT PROCEED WITH WORK IN QUESTION UNTIL DIRECTED BY THE ENGINEER.
20. WHERE MISSING FEATURES ARE INDICATED TO BE REPAIRED OR REPLACED, PROVIDE FEATURES WHOSE DESIGNS ARE BASED ON ACCURATE
DUPLICATIONS RATHER THAN ON CONJECTURAL DESIGNS, SUBJECT TO APPROVAL OF THE ENGINEER.
21. WHERE WORK REQUIRES EXISTING FEATURES TO BE REMOVED, CLEANED AND REUSED, PERFORM THESE OPERATIONS WITHOUT DAMAGE TO THE
MATERIALS THEMSELVES, TO ADJACENT MATERIALS, OR TO THE SUBSTRATE. WHEN CLEANING, MATCH SAMPLES OF EXISTING MATERIALS THAT HAVE
BEEN CLEANED AND IDENTIFIED FOR ACCEPTABLE CLEANING LEVELS. AVOID OVER CLEANING TO PREVENT DAMAGE TO EXISTING MATERIALS DURING
CLEANING.
22. TEMPORARY MATERIALS MAY BE NEW OR USED, BUT MUST BE ADEQUATE IN FOR REQUIRED USAGE, MUST NOT CREATE UNSAFE CONDITIONS AND MUST
NOT VIOLATE REQUIREMENTS OF APPLICABLE CODES AND STANDARDS.
23. CONTRACTOR SHALL PROVIDE AND MAINTAIN ADEQUATE FIRE PROTECTION IN THE FORM OF FIRE EXTINGUISHER OR OTHER EFFECTIVE MEANS OF
EXTINGUISHING FIRE, READY FOR INSTANT USE, DISTRIBUTED AROUND THE PROJECT AND IN AND ABOUT TEMPORARY, INFLAMMABLE STRUCTURES
DURING CONSTRUCTION OF WORK. EXISTING FIRE HOSE CONNECTIONS SHALL BE ACCESSIBLE AT ALL TIMES BY FIRE DEPARTMENT PERSONNEL.
MATERIAL SAND DEBRIS SHALL NOT BE STORED IN FRONT OF THE CONNECTION, THUS PREVENTING ACCESS. THE CONTRACTOR SHALL COORDINATE
ACCESS PROCEDURES WITH THE FIRE MARSHALL.
24. GASOLINE AND OTHER FLAMMABLE LIQUIDS SHALL BE STORED AND DISPENSED FROM UL LISTED SAFETY CONTAINERS IN CONFORMANCE WITH THE
NATIONAL BOARD OF FIRE UNDERWRITERS' RECOMMENDATIONS.
25. SUBMITTALS ARE NOT REQUIRED IF CONTRACTOR ELECTS TO USE THE PROPRIETARY PRODUCTS LISTED. SUBMITTALS WILL BE REQUIRED IF CONTRACTOR
WISHES TO USE ALTERNATE PRODUCTS. ALL ALTERNATE PRODUCTS ARE SUBJECT TO REVIEW AND APPROVAL BY THE ENGINEER AND OWNER.
26. CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 BEFORE CONSTRUCTION COMMENCES.
27. TREE AND PLANT ROOTS OR BRANCHES THAT MAY INTERFERE WITH THE WORK SHALL BE TRIMMED OR CUT ONLY WITH THE APPROVAL OF THE OWNER
AND ENGINEER. ANY TREES OR PLANTS WHICH ARE SHOWN TO REMAIN THAT DO NOT INTERFERE WITH THE WORK, BUT ARE DAMAGED BY CONTRACTOR
OR HIS SUB -CONTRACTORS, SHALL BE REPLACED BY CONTRACTOR AT NO ADDITIONAL COST.
WORK AREA PROTECTION AND MAINTENANCE:
1. CLEARING AND GRUBBING SHALL BE CONFINED TO THOSE AREAS NEEDED FOR CONSTRUCTION, AND AS SHOWN IN THE DRAWINGS.
2. DISTURBED AREAS BEYOND THE ROADWAY CURB AND WHERE INDICATED ON THE PLANS SHALL RECEIVE TOPSOIL AS NECESSARY AND AS DIRECTED.
SEEDING MIXTURE SHALL BE DETERMINED BY THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION 3.32
3. CONTRACTOR IS PERMITTED TO WORK IN THE PUBLIC RIGHT-OF-WAY AND ANY TEMPORARY OR PERMANENT EASEMENT SHOWN ON THE PLANS.
HOWEVER, CONTRACTOR SHALL NOTIFY PROPERTY OWNER(S) FORTY-EIGHT (48) HOURS PRIOR TO WORKING ON ANY PRIVATE PROPERTY TO COORDINATE
ACCESS AND TO DETERMINE A STORAGE AREA FOR MATERIALS IF NEEDED. COORDINATION OF ACCESS TO PUBLIC RIGHT-OF-WAY AND STORAGE OF
MATERIALS THEREON SHALL BE COORDINATED WITH THE ENGINEER. CONTRACTOR'S FAILURE TO NOTIFY AND COORDINATE WITH PROPERTY OWNERS
AND/OR THE ENGINEER MAY RESULT IN DELAYS. NO ADDITIONAL COMPENSATION OR TIME FOR PERFORMANCE WILL BE GIVEN FOR ANY SUCH DELAYS.
4. CONTRACTOR SHALL, AT HIS EXPENSE, MAINTAIN THE WORK SITE IN A CLEAN AND ORDERLY APPEARANCE AT ALL TIMES. ALL DEBRIS AND SURPLUS
MATERIAL COLLECTED SHALL BE DISPOSED OF OFF THE WORK SITE BY CONTRACTOR, AT HIS EXPENSE.
5. EXISTING LAWNS, TREES, SHRUBS, FENCES, UTILITIES, CULVERTS, WALLS, WALKS, DRIVEWAYS, POLES, SIGNS, RIGHT-OF-WAY MONUMENTS, MAILBOXES
AND THE LIKE SHALL BE PROTECTED FROM DAMAGE DURING THE WORK. ANY DAMAGE CAUSED TO SUCH ITEMS SHALL BE REPAIRED OR REPLACED BY
CONTRACTOR AT NO ADDITIONAL COST. PROPERTY PINS DISTURBED BY CONTRACTOR THAT ARE NOT SHOWN ON THE PLANS TO BE DISTURBED SHALL BE
RESTORED BY LICENSED SURVEYOR AT THE CONTRACTOR'S EXPENSE.
6. MEASURES TO CONTROL EROSION AND SEDIMENT SHALL BE PROVIDED PURSUANT TO AND IN COMPLIANCE WITH CURRENT FEDERAL, STATE AND LOCAL
REGULATIONS. THE INFORMATION CONTAINED IN THE CONSTRUCTION PLANS AND/OR APPROVAL OF THE PLANS SHALL IN NO WAY RELIEVE THE
CONTRACTOR OR HIS AGENT OF ANY LEGAL RESPONSIBILITY WHICH MAY BE REQUIRED BY THE CODE OF VIRGINIA OR ANY ORDINANCE ENACTED BY THE
COUNTY OF ALBERMARLE. CONTRACTOR SHALL PROVIDE THE NECESSARY DIVERSION DITCHES, DIKES, OR TEMPORARY CULVERTS REQUIRED TO
PREVENT MUD AND DEBRIS FROM BEING WASHED ONTO THE STREETS OR ADJACENT PROPERTY. CONTRACTOR'S VEHICLES SHALL BE KEPT CLEAN TO
PREVENT MUD OR DUST FROM BEING DEPOSITED ON STREETS. NO AREA SHALL BE LEFT DENUDED FOR MORE THAN SEVEN (7) CALENDAR DAYS.
7. CONTRACTOR SHALL CLEAN UP, RESTORE, SEED AND MAINTAIN ALL DISTURBED AREAS IMMEDIATELY UPON COMPLETION OF WORK. TOPSOIL SEED,
FERTILIZER AND MULCH SHALL BE PLACED IN ACCORDANCE WITH COUNTY OF ALBERMARLE STANDARDS ON ALL DISTURBED AREAS. A PERMANENT
STAND OF GRASS ADEQUATE TO PREVENT EROSION SHALL BE ESTABLISHED PRIOR TO FINAL ACCEPTANCE. ALL EROSION AND SEDIMENT CONTROLS
SHALL BE REMOVED WITHIN 30 DAYS AFTER THE PROJECT IS STABILIZED. (MS-18)
8. FOR FURTHER REQUIREMENTS AND DETAILS OF TREE PRESERVATION, PLANTING, EROSION AND SEDIMENT CONTROL, REFER TO THE VIRGINIA EROSION
AND SEDIMENT CONTROL HANDBOOK.
9. AN EROSION AND SEDIMENT CONTROL CERTIFIED RESPONSIBLE LAND DISTURBER (CRLD) IS REQUIRED FOR ALL LAND DISTURBANCE ACTIVITIES.
10. THE CONTRACTOR SHALL PROPERLY INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROLS FOR THE LIFE OF THE PROJECT; AND ROUTINELY CHECK
CONTROL DEVICES BEFORE, DURING AND AFTER STORM EVENTS.
1. PRIOR TO CONSTRUCTION OR EXCAVATION, THE CONTRACTOR SHALL ASSUME RESPONSIBILITY OF LOCATING ANY AND ALL UNDERGROUND UTILITIES
(PUBLIC OR PRIVATE) THAT MAY EXIST WITHIN OR CROSS THROUGH THE AREA OF CONSTRUCTION WHETHER OR NOT THEY ARE SHOWN ON THE PLANS.
PRIOR TO ANY CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL 'MISS UTILITY OF VIRGINIA' AT 1-800-552-7001. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING, AT HIS SOLE EXPENSE, ANY EXISTING UTILITY DAMAGED DURING CONSTRUCTION.
2. THE PLAN DOES NOT GUARANTEE THE EXISTENCE, NONEXISTENCE, SIZE, TYPE, LOCATION, ALIGNMENT, OR DEPTH OF ANY OR ALL UNDERGROUND UTILITIES
OR OTHER FACILITIES. WHERE SURFACE FEATURES (MANHOLES, CATCH BASINS, VALVES, ETC.) ARE UNAVAILABLE OR INCONCLUSIVE. INFORMATION SHOWN
MAY BE FROM UTILITY OWNER'S RECORDS AND/OR ELECTRONIC LINE TRACING, THE RELIABILITY OF WHICH IS UNCERTAIN. THE CONTRACTOR SHALL
PERFORM TEST EXCAVATIONS OR OTHER INVESTIGATION AS NECESSARY TO VERIFY LOCATION AND CLEARANCES.
3. WHEN THE WORK CROSSES EXISTING UTILITIES, THE EXISTING UTILITIES SHALL BE ADEQUATELY SUPPORTED AND PROTECTED FROM THE DAMAGE DUE TO
THE WORK. ALL METHODS FOR SUPPORTING AND MAINTAINING THE EXISTING UTILITIES SHALL BE APPROVED BY THE RESPECTIVE UTILITY COMPANY
AND/OR THE ENGINEER. CONTRACTOR SHALL EXERCISE CARE TO INSURE THAT THE GRADE AND ALIGNMENT OF EXISTING UTILITIES ARE MAINTAINED AND
THAT NO JOINTS OR CONNECTIONS ARE DISPLACED. BACKFILL SHALL BE CAREFULLY PLACED AND COMPACTED TO PREVENT FUTURE DAMAGE OR
SETTLEMENT TO EXISTING UTILITIES. ANY UTILITIES REMOVED AS PART OF THE WORK, AND NOT INDICATED TO BE REMOVED OR ABANDONED, SHALL BE
RESTORED USING MATERIALS AND INSTALLATION EQUAL TO THE UTILITY'S STANDARDS.
4. CONTRACTOR SHALL NOTIFY LANDOWNERS, TENANTS AND THE ENGINEER A MINIMUM OF 72 HOURS PRIOR TO THE INTERRUPTION OF ANY SERVICES.
SERVICE INTERRUPTIONS SHALL BE KEPT TO A MINIMUM.
5. CONTRACTOR TO MAKE ANY NECESSARY ADJUSTMENTS TO ALL UTILITY JUNCTION BOXES, VALVE BOXES, MANHOLES, CLEAN -OUTS, AND OTHER GRADE
RELATED ITEMS IN SIDEWALK, ROADWAY, AND/OR ADJACENT AREAS TO MATCH FINISHED GRADE. COSTS ARE TO BE INCLUDED UNDER THE VARIOUS UNIT
BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE.
6. PER THE VIRGINIA DEPARTMENT OF HEALTH WATERWORKS REGULATIONS (PART II, ARTICLE 3, SECTION 12 VAC 5-590 THROUGH 630), ALL BUILDINGS THAT
HAVE THE POSSIBILITY OF CONTAMINATING THE POTABLE WATER DISTRIBUTION SYSTEM (HOSPITALS, INDUSTRIAL SITES, BREWERIES, ETC.) SHALL HAVE A
BACKFLOW PREVENTION DEVICE INSTALLED WITHIN THE FACILITY. THIS DEVICE SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE
BUILDING CODE, SHALL BE TESTED IN REGULAR INTERVALS AS REQUIRED, AND TEST RESULTS SHALL BE SUBMITTED TO THE REGULATORY COMPLIANCE
ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
7. ALL BUILDINGS THAT MAY PRODUCE WASTES CONTAINING MORE THAN ONE HUNDRED (100) PARTS PER MILLION OF FATS, OIL, OR GREASE SHALL INSTALL
A GREASE TRAP. THE GREASE TRAP SHALL MEET SPECIFICATIONS OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE, MAINTAIN RECORDS OF CLEANING
AND MAINTENANCE, AND BE INSPECTED ON REGULAR INTERVALS BY THE REGULATORY COMPLIANCE ADMINISTRATOR IN THE DEPARTMENT OF UTILITIES.
8. CONTACT THE REGULATORY COMPLIANCE ADMINISTRATOR AT 970-3032 WITH ANY QUESTIONS REGARDING THE GREASE TRAP OR BACKFLOW PREVENTION
DEVICES.
EARTH WORK AND SITE CONDITIONS:
1. EXCEPT AS OTHERWISE SHOWN ON THE PLANS, ALL CUTS AND FILLS SHALL BE NO GREATER THAN 3:1.
2. UNLESS OTHERWISE NOTED ON THE PLANS OR IN THE SPECIFICATIONS, ALL FILL MATERIALS SHALL BE COMPACTED TO 95% OF THEORETICAL MAXIMUM
DENSITY AS DETERMINED BY AASHTO T-99 METHOD A, WITHIN PLUS OR MINUS 2% OF OPTIMUM MOISTURE, FOR THE FULL WIDTH AND THE DEPTH OF THE
FILL.
3. THE CONTRACTOR SHALL ADD, CHANGE, OR RELOCATE EROSION AND SEDIMENT CONTROLS AT THE DIRECTION OF THE COUNTY OF ALBERMARLE E&S
INSPECTOR TO THEIR SATISFACTION AT NO ADDITIONAL COST TO THE OWNER.
4. ALL GRADING AND IMPROVEMENTS TO BE CONFINED TO THE PROJECT AREA UNLESS OTHERWISE INDICATED.
5. PROPOSED GRADES SHALL BE FIELD ADJUSTED TO CONFORM TO THE INTENT OF THE TYPICAL SECTIONS. A SMOOTH GRADE SHALL BE MAINTAINED FROM
THE BASELINE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PRECLUDE THE FORMING OF FALSE GUTTERS AND/OR PONDING OF WATER ON
ALL PAVED SURFACES.
6. CONTRACTOR SHALL MAINTAIN A SMOOTH GRADE TO THE PROPOSED EDGE OF PAVEMENT OR FACE OF CURB TO PROVIDE POSITIVE DRAINGE ON ALL PAVED
SURFACES. ANY AREAS WHERE WATER IS IMPOUNDED SHALL BE CORRECTED BY CONTRACTOR AT NO ADDITIONAL COST. POSITIVE DRAINAGE OF ALL
ROADWAY AREAS TO THE STORM DRAIN INLETS OR OTHER ACCEPTABLE DRAINAGE CHANNELS AS NOTED ON THE PLANS IS REQUIRED.
7. CONTRACTOR SHALL MAINTAIN EXISTING STREAMS, DITCHES, DRAINAGE STRUCTURES, CULVERT AND FLOWS AT ALL TIMES DURING THE WORK.
CONTRACTOR SHALL PAY FOR ALL PERSONAL INJURY AND PROPERTY DAMAGE WHICH MAY OCCUR AS A RESULT OF FAILING TO MAINTAIN ADEQUATE
DRAINAGE.
8. ALL PIPES, DI'S AND OTHER STRUCTURES SHALL BE INSPECTED BY THE ENGINEER BEFORE BEING BACKFILLED OR BURIED. THE ENGINEER MAY REQUIRE
CONTRACTOR, AT NO ADDITIONAL COST, TO UNCOVER AND RE-COVER SUCH STRUCTURES IF THE HAVE BEEN BACKFILLED OR BURIED WITHOUT SUCH
INSPECTION.
9. ALL STORM CHANNELS, DRAINS, AND SEWER SYSTEMS SHALL BE CLEANED UPON COMPLETION OF THE PROPOSED WORK. SEDIMENT, CHEMICALS, AND/OR
DEBRIS REMOVED FROM THESE SYSTEMS SHALL BE REMOVED AND DISPOSED OF PROPERLY.
MAINTENANCE OF TRAFFIC:
1. TEMPORARY STREET CLOSURE PERMIT REQUIRED FOR CLOSURE OF SIDEWALKS, PARKING SPACES AND ROADWAYS AND IS SUBJECT TO APPROVAL BY THE
COUNTY OF ALBERMARLE TRAFFIC ENGINEER.
2. THE VIRGINIA WORK AREA PROTECTION MANUAL AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) SHALL GOVERN ALL TEMPORARY
TRAFFIC CONTROL OPERATIONS THROUGHOUT CONSTRUCTION OF THIS PROJECT. ADHERENCE TO APPLICABLE PROVISIONS OF THE MANUAL IS REQUIRED
OF THE CONTRACTOR EVEN THOUGH DETAILED REFERENCE TO ALL SUCH PROVISIONS MAY NOT BE CONTAINED IN THE PLANS.
GENERAL NOTES
3. ALL EXISTING RESIDENTIAL AND COMMERCIAL ENTRANCES SHALL BE MAINTAINED AT ALL TIMES, UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
4. NO TEMPORARY PAVEMENT MARKING SHALL BE ALLOWED ON THE FINAL ASPHALT SURFACE COURSE.
5. THE CONTRACTOR SHALL MAINTAIN ALL LANES OF TRAVEL OPEN FROM 6:30 AM TO 9:00 AM AND 3:00 PM TO 5:00 PM UNLESS DEEMED UNNECESSARY BY
THE ENGINEER. SHORT PERIODS OF ONE WAY FLAGGING OPERATIONS MAY BE CONDUCTED OUTSIDE THE HOURS MENTIONED ABOVE.
6. ALL TRAFFIC SIGNALS SHALL BE ADJUSTED AS DEEMED NECESSARY BY THE ENGINEER PRIOR TO ANY TRAFFIC CHANGES.
7. WHEN WORK IN THE EXCAVATION AREA IS DISCONTINUED FOR A SHORT PERIOD OF TIME, AS AT NIGHT, THE CONTRACTOR SHALL BACKFILL THE CUT AREAS
ADJACENT TO THE BUSTING PAVEMENT WITH A 'FILLET OF MATERIAL'. THE FILLET SHALL BE COMPOSED OF THE SAME MATERIAL (EXCAVATION, BORROW,
BASE COURSE, ETC.) ALL COSTS FOR PLACING AND REMOVING THIS FILLET OF MATERIAL SHALL BE INCLUDED IN THE PRICE BID FOR OTHER BID ITEMS OF
WORK ON THIS PROJECT, AND NO ADDITIONAL CHARGE WILL BE ALLOWED.
8. EXISTING SURFACE, AGGREGATE BASE AND SUBBASE MATERIAL WHICH WILL BE DEMOLISHED OR OBLITERATED DURING CONSTRUCTION AND WHICH IS
SUITABLE FOR MAINTENANCE OF TRAFFIC AS DETERMINED BY THE ENGINEER, SHALL BE SALVAGED AND UTILIZED FOR MAINTENANCE OF TRAFFIC PRIOR TO
THE USE OF COMMERCIAL MATERIAL. WHEN NOT SPECIFIED AS A SEPARATE PAY ITEM, THE REMOVAL AND SALVAGING OF EXISTING SURFACES AND
AGGREGATE BASE AND SUBBASE MATERIAL WILL BE MEASURED AND PAID FOR AS REGULAR EXCAVATION IN ACCORDANCE WITH SECTION 303 OF THE VDOT
ROAD AND BRIDGE SPECIFICATIONS.
9. CONSTRUCT ALL INTERSECTIONS AND DRIVEWAYS UNDER TRAFFIC.
10. IF USED, TEMPORARY TRAFFIC BARRIER SERVICE SHALL BE INSTALLED AND REMOVED SO AS NOT TO PRESENT ANY BLUNT END OR HAZARD TO THE
MOTORING PUBLIC.
11. CONTRACTOR SHALL NOTIFY TRANSIT PROVIDERS A MINIMUM OF TWO WEEKS PRIOR TO ANY IMPACT OR DISRUPTION TO REGULAR SERVICE OR STOPS.
12. ALL EXISTING PAVEMENT MARKINGS CONFLICTING WITH PROPOSED CONSTRUCTION PAVEMENT MARKINGS (IF USED) SHALL BE ERADICATED.
13. INSTALLATION AND REMOVAL OF TEMPORARY TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE SECTION 6G.25 OF THE WORK AREA
PROTECTION MANUAL.
14. USE APPROPRIATE SIGNS TO SHIFT PEDESTRIAN TRAFFIC AS NEEDED.
15. CONTRACTOR SHALL ASSURE ENDS OF TEMPORARY CONCRETE BARRIER (IF USED) DO NOT OBSTRUCT INTERSECTION SIGHT LINES.
FIRE PREVENTION:
1. SMOKING SHALL ONLY BE ALLOWED IN DESIGNATED SPACES WITH PROPER RECEPTACLES. "NO SMOKING" SIGNS SHALL BE POSTED AT EACH BUILDING SITE
AND WITHIN EACH BUILDING DURING CONSTRUCTION PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
2. OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS SHALL NOT BE LOWER THAN 13 FEET 6 INCHES OVER A PUBLIC STREET PER THE VIRGINIA
STATEWIDE FIRE PREVENTION CODE.
3. CONTRACTOR SHALL ENSURE THAT BUILDING STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET AT ALL TIMES DURING CONSTRUCTION
FOR EMERGENCY RESPONDERS, PER VIRGINIA STATEWIDE FIRE PREVENTION CODE.
4. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. WASTE AND
COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH VIRGINIA STATEWIDE
FIRE PREVENTION CODE.
5. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE
PREVENTION CODE.
6. FIRE EXTINGUISHERS SHALL BE PROVIDED WITH NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER AT EACH STAIRWAY ON ALL FLOOR LEVELS
WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
7. VEHICULAR ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITION SITES AND TO WITHIN 100 FEET OF TEMPORARY OR
PERMANENT FIRE DEPARTMENT CONNECTIONS. VEHICULAR ACCESS SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS AND VEHICLE LOADING UNDER
ALL WEATHER CONDITIONS IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE.
1. ALL MATERIAL INSIDE FORMS SHALL BE CLEAN AND FREE OF ALL ROCKS AND OTHER LOOSE DEBRIS. SUB -BASE MATERIAL SHALL BE COMPACTED BY
MECHANICAL MEANS.
2. CONCRETE SHALL NOT BE PLACED UNLESS THE AIR TEMPERATURE IS AT LEAST 40 DEGREES FAHRENHEIT (F) IN THE SHADE AND RISING.
3. CONCRETE SHALL NOT BE PLACED UNTIL STEEL DOWELS HAVE BEEN INSTALLED IN EXISTING CONCRETE IN ACCORDANCE WITH COUNTY OF ALBERMARLE
STANDARDS.
4. 1/2 " PREMOLDED EXPANSION JOINT MATERIAL SHALL BE PLACED AT A MAXIMUM OF 30' INTERVALS ON NEW SIDEWALK, CURB, CURB & GUTTER, AT
EACH END OF DRIVEWAY ENTRANCES, AT EACH END OF HANDICAP RAMPS, SOME POINT ON ENTRANCE WALKS AND STEPS ADJUSTMENTS, AND ALONG
BUILDINGS AND WALLS WHERE NEW CONCRETE SIDEWALKS ARE PLACED AGAINST THEM.
5. ALL EXISTING CURBS, CURB & GUTTER, SIDEWALK AND STEPS TO BE REMOVED SHALL BE TAKEN OUT TO THE NEAREST JOINT. DEMOLITION AND
DISPOSAL COST TO BE INCLUDED IN OTHER UNIT BID ITEMS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK.
6. EXISTING ASPHALT CONCRETE PAVEMENT SHALL BE SAW CUT AND REMOVED AS PER THE SPECIFICATIONS. REMOVAL SHALL BE DONE IN SUCH A
MANNER AS TO NOT TEAR, BULGE OR DISPLACE ADJACENT PAVEMENT. EDGES SHALL BE CLEAN AND VERTICAL, ALL CUTS SHALL BE PARALLEL OR
PERPENDICULAR TO THE DIRECTION OF TRAFFIC.
7. DISPOSAL OF ALL EXCESS AND DEMOLITION MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR.
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BENCHMARK TIE -DOWN AT
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GENERAL SURVEY NOTES:
TOPOGRAPHY SOURCE: AERIAL SURVEY (SEE ATTACHED SURVEY SHEET XO.0)
FIELD VERIFIED BY KENDRA PATRICK AND DANIEL HYER 9/30/21
BASIS OF DATUM: HORIZONTAL: NAD-83 VIRGINIA SOUTH ZONE (GPS DERIVED)
VERTICAL: NAVD-88 (GPS DERIVED)
BENCHMARKS: (SEE IMAGES ABOVE)
ALBEMARLE COUNTY GENERAL CONSTRUCTION NOTES:
General Construction Notes
1. Prior to any construction within any existing public right-of-way, including connection to
any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of
the permit. Where any discrepancies occur the requirements of the permit shall govem.
2. All materials and construction methods shall conform to current specifications and
standards of VDOT unless otherwise noted.
3. Erosion and siltation control measures shall be provided in accordance with the approved
erosion control plan and shall be installed prior to any clearing, grading or other
construction.
4. All slopes and disturbed areas are to be fertilized, seeded and mulched.
5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable,
lesser slopes of 3:1 or better are to be achieved.
6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the
County Engineer, or designee, it is deemed necessary in order to stabilize a drainage
channel.
7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic
Control Devices.
8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III.
9. All excavation for underground pipe installation must comply with OSHA Standards for
the Construction Industry (29 CFR Part 1926).
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DANIEL C. HYER Y
Lic. N0. 45596,
ZONAL B:_A
APPROVED DCH
SUBMISSInN1 NIV 4
PROJECI 2107007
T H E W 0 R h u r
L I N E + G R A D E
PROPOSED LEGEND EXISTING
S
SANITARY CENTERLINE S
W
WATER CENTERLINE W
STORM SEWER
GAS
GAS LINE GAS
UGE
UNDERGROUND POWER UGE
ODMM
UNDERGROUND COMMUNICATIONS COMM
OVHD
OVERHEAD UTILITY F 0VHO
CONTOUR LINE
382
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CURB/CURB AND GUTTER
SPILL CURB WITH TRANSITION AREA
PAVEMENT MARKING LINE
BUILDING LINE
BUILDING OVERHEAD/PROJECTION
WALL
TREELINE
PROPERTY LINE
— —
— —
EASEMENT LINE
BUILDING SETBACK LINE
— — — — — — — — — — — — — — —
— — — — — — — — — — — — — — —
ROAD CENTERLINE
—
—
CHANNEL CENTERLINE
BERM CENTERLINE
— — — —
LIMITS OF DISTURBANCE
LOD
DRAINAGE DIVIDE
UTILITY POLE
ADA ACCESS PATH AND LANDING r
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DETECTABLE WARNING STRIP
!-!-!-!-!-!
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ENTRYWAY/INGRESS/EGRESS SYMBOL
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CONCRETE
BMP
RIPRAP
ABBREVIATIONS
AC ACRES
LP LOW POINT
ADJ ADJUST
LVC LENGTH OF VERTICAL CURVE
APPROX APPROXIMATE
MAX MAXIMUM
BC BACK OF CURB
MIN MINIMUM
BLDG BUILDING
ME MATCH EXISTING
BM BENCHMARK
NIC NOT IN CONTRACT
BVCS BEGIN VERTICAL CURVE STATION
N.T.S. NOT TO SCALE
BVCE BEGIN VERTICAL CURVE ELEVATION
OC ON CENTER
BW BOTTOM OF WALL
OD OUTSIDE DIAMETER
CL CENTERLINE
O/S OFFSET
CF CUBIC FEET
PC POINT OF CURVATURE
CG CURB AND GUTTER
PCC POINT OF COMPOUND CURVATURE
CONC CONCRETE
PI POINT OF INTERSECTION
D OR 4 DELTA ANGLE
PRC POINT OF REVERSE CURVATURE
DIA DIAMETER
PROP PROPOSED
EC EDGE OF CONCRETE
PT POINT OF TANGENCY
EG EXISTING GRADE
PVC POINT OF VERTICAL CURVATURE
EL/ELEV ELEVATION
PVI POINT OF VERTICAL INTERSECTION
EP EDGE OF PAVEMENT
PVT POINT OF VERTICAL TANGENCY
EVCS END VERTICAL CURVE STATION
R RADIUS
EVCE END VERTICAL CURVE ELEVATION ROW RIGHT-OF-WAY
EX EXISTING
SAN SANITARY SEWER
FG FINISHED GRADE
SD STORM DRAIN
FIND FOUNDATION
SF SQUARE FEET
GRVL GRAVEL
SMH SANITARY MANHOLE
HC HANDICAP
STA STATION
HP HIGH POINT
SW SIDEWALK
ID INSIDE DIAMETER
TC TOP OF CURB
INV INVERT
TEMP TEMPORARY
LAT LATERAL
THT THROAT
LF LINEAR FEET
TW TOP OF WALL
LOD LIMITS OF DISTURBANCE
TYP TYPICAL
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COUNTY OF ALBEMARLE
Department of Community Development
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Construction Record Drawings (As -built) for VSMP
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The following is a list of information required on construction record drawings for
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stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the
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construction record drawing be prepared by someone other than the designer. Please do not
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provide design drawings as construction record drawings.
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A. A signed and dated professional seal of the preparing engineer or surveyor.
B. The name and address of the firm and individual preparing the drawings on the title sheet.
C. The constructed location of all items associated with each facility, and the inspection records to verify
proper dimensions, materials and installation. The items include, but are not limited to the following:
1. Inspection Records and photographs for pipe trenches and bedding, including underdrains.
2. Video Pipe Inspection for any pipes which are not accessible or viewable.
3. Updated Location with geo-coordinates of all facilities.
4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities.
5. Current physical and topographic survey for all earthen structures. Ponds should include a survey
of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required
for alterations from the design.
6. Plants, location and type.
7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the
installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s),
inlet and outlet protection, alignment and invert elevations compared to design.
8. Computations: For significant deviations from design, provide sealed computations verifying that
the as -built condition is equivalent or better than design.
9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical
PLTH OF
Grp
sections and linings.
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10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage
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must be within platted easements. Provide copies of recorded documents.
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11. Guardrail, fences or other safety provisions -Display the constructed location of all safety
V DANIEL C. HYER Y
provisions; fences, guardrail, including the type, length and applied end treatments, compared to
LIC. No. 45596
design.
12 Material layersstone layers, sand layers,keyways and verified as to
material types and depths. Includeins inspection reports, boring or test pit and materials
SIONAL
certifications. Biofilter media must be an approved state mix.
13. Access roads — show location of access roads, surface treatment, drainage, etc, as applicable.
APPROVED DCH
14. Compaction reports are required to verify fill compaction in dams.
SUBMISSION NO. 4
15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning.
PROJECT 2107007
T H E W 0 R K O F
L I N E + G R A D E
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LINE
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157.19
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PIPE FOUND IN STONE P/LE (2020)
T M 85-20
CHARLES AND REBECCA WILSON
DB 3326 PG 378
ZONED: RA
USE: RESIDENTIAL
IRON FOUND AT 29.70'
SOIL LEGEND
MAP UNIT SYMBOL
MAP UNIT NAME
HYDROLOGIC SOIL GROUP
K FACTOR
4D
ASHE LOAM, 15 TO 25 PERCENT SLOPES
B
0.28
4E
ASHE LOAM, 25 TO 45 PERCENT SLOPES
B
0.28
36B
HAYESVILLE LOAM, 2 TO 7 PERCENT SLOPES
B
0.28
36C
HAYESVILLE LOAM, 7 TO 15 PERCENT SLOPES
B
0.28
36D
HAYESVILLE LOAM, 15 TO 25 PERCENT SLOPES
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DANIEL C. HYER Y
Lic. N0. 45596,
10NAL Ef'GA
APPROVED DCH I
SUBMISSION1 NIV 4
PROJECT 2107007
T H E W 0 R h u r
L I N E + G R A D E
EROSION & SEDIMENT CONTROL NARRATIVE: EROSION AND SEDIMENT CONTROL MEASURES: MAINTENANCE:
PROJECT DESCRIPTION:
THIS PROJECT CONSISTS OF THE CONSTRUCTION OF A SINGLE FAMILY RESIDENCE AND ASSOCIATED ACCESS. THE DISTURBANCE AREA ASSOCIATED WITH
THIS PROJECT IS t3.26 AC (142,013 SF). IT IS ANTICIPATED THAT THE WORK WILL START IN FEBRUARY AND LAST 12 MONTHS.
EXISTING SITE CONDITIONS:
THE SITE CONSISTS OF VACANT WOODED LAND BORDERED TO THE REAR BY STOCKTON MILL CREEK. THE SLOPES WITHIN THE PROJECT AREA RANGE
FROM 3 TO 30 PERCENT.
ADJACENT AREAS:
THE PROPOSED PROJECT IS BORDERED BY SINGLE FAMILY RESIDENCES ON ALL SIDES, BY STOCKTON MILL CREEK TO THE NORTH, AND BY BATESVILLE
ROAD TO THE SOUTH.
OFF -SITE AREAS:
IT IS NOT ANTICIPATED THAT ANY OFF -SITE AREAS WILL BE DISTURBED DURING CONSTRUCTION. UNSUITABLE MATERIALS RESULTING FROM THE
PROPOSED WORK SHALL BE HAULED FROM THE SITE AND DISPOSED OF AT AN APPROVED DISPOSAL SITE PERMITTED SEPARATELY FROM THIS PROJECT.
SOILS:
SEE THE USDA SOILS DELINEATION MAP SHEET C1.0.
CRITICAL AREAS:
THIS SITE HAS NO CRITICAL AREAS IN THE IMMEDIATE VICINITY OF THE PROPOSED CONSTRUCTION. HOWEVER, PROPER EROSION CONTROL MEASURES AS
SHOWN ON THE PLANS SHALL BE PUT IN PLACE TO PREVENT SILT FROM LEAVING THE PROJECT AREA AND ENTERING THE STREAM BUFFER DOWNHILL.
EROSION & SEDIMENT CONTROL MEASURES:
REFER TO THIS SHEET FOR A LIST OF ALL PROPOSED EROSION AND SEDIMENT CONTROL MEASURES TO BE USED ON SITE.
PERMANENT STABILIZATION:
THE SITE WILL BE STABILIZED THROUGH THE USE OF PERMANENT SEEDING, STONE AND RIPRAP, LANDSCAPING, AND PAVEMENT. SEEDING INFORMATION,
DATES AND AMENDMENTS ARE INCLUDED ON THE PLANS. SOIL TESTING SHALL BE COMPLETED THE CONTRACTOR TO DETERMINE THE SUITABILITY OF
EXISTING SOILS AND THE NEED FOR ANY SOIL AMENDMENTS TO ENSURE THAT PERMANENT SEEDING WILL GROW EFFECTIVELY.
STORM WATER RUNOFF CONSIDERATIONS:
STORMWATER RUNOFF DURING CONSTRUCTION WILL BE DIRECTED THROUGH APPROPRIATE EROSION AND SEDIMENT CONTROLS TO CLEAN WATER
BEFORE DISCHARGING TO AN ADEQUATE OUTFALL PROTECTED FROM EROSION AND SEDIMENT AS SHOWN ON THE PLANS.
MAINTENANCE:
ALL E&S MEASURES SHALL BE INSPECTED REGULARLY AS REQUIRED BY STATE STANDARDS AND MAINTAINED IN GOOD WORKING ORDER. REQUIRED
REPAIRS SHALL BE MADE IMMEDIATELY. SEE THE MAINTENANCE NARRATIVE ON THIS SHEET FOR SPECIFIC MAINTENANCE ITEMS AND INSPECTION TIMES.
ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL NOTES:
General construction notes for Erosion and Sediment Control plans
1. The plan approving authority must be notified one week prior to the pre -construction
conference, one week prior to the commencement of land disturbing activity, and one week
prior to the final inspection.
2. All erosion and sediment control measures will be constructed and maintained according to
minimum standards and specifications of the Virginia Erosion and Sediment Control
Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control
Regulations.
3. All erosion and sediment control measures are to be placed prior to or as the fast step in
clearing.
4. A copy of the approved erosion and sediment control plan shall be maintained on the site at
all times.
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.
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.
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.
8. During dewatering operations, water will be pumped into an approved filtering device.
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.
10. All fill material to be taken from an approved, designated borrow area.
11. All waste materials shall be taken to an approved waste area. Earth fill shall be inert
materials only, free of roots, stumps, wood, rubbish, and other debris.
12. Borrow or waste areas are to be reclaimed within 7 days of completion per Zoning
Ordinance section 5.1.28.
13. All inert materials shall be transported in compliance with section 13-301 of the Code of
Albemarle.
14. Borrow, fill or waste activity involving industrial -type power equipment shall be limited to
the hours of 7:00am to 9:00pm.
15. Borrow, fill or waste activity shall be conducted in a safe manner than maintains lateral
support, or order to minimize any hazard to persons, physical damage to adjacent land and
improvements, and damage to any public street because o slides, sinking, or collapse.
16. The developer shall reserve the right to install, maintain, remove or convert to permanent
stormwater management facilities where applicable all erosion control measures required
by this plan regardless of the sale of any lot, unit, building or other portion of the property.
17. Temporary stabilization shall be temporary seeding and mulching. Seeding is to be at 75
lbs/acre, and in the months of September to February to consist a 50150 mix of Annual
Ryegrass and Cereal Winter Rye, or in March and April to consist of Annual Rye, or May
through August to consist of German Millet. Straw mulch is to be applied at 801bs/100sf.
Alternatives are subject to approved by the County erosion control inspector.
18. Permanent stabilization shall be lime and fertilizer, permanent seeding, and mulch.
Agricultural grade limestone shall be applied at 90lbs/l000sf, incorporated into the top 4-6
inches of soil. Fertilizer shall be applied at 1000lbs/acre and consist of a 10-20-10 nutrient
mix. Permanent seeding shall be applied at 180lbs/acre and consist of 95% Kentucky 31 or
Tall Fescue and 0-5% Perennial Ryegrass or Kentucky Bluegrass. Straw mulch is to be
applied at 80lbs/100sf. Alternatives are subject to approved by the County erosion control
inspector.
19. Maintenance: All measures are to be inspected weekly and after each rainfall. Any damage
or clogging to structural measures is to be repair immediately. Silt traps are to be cleaned
when 50% of the wet storage volume is filled with sediment. All seeded areas are to be
reseeded when necessary to achieve a good stand of grass. Silt fence and diversion dykes
which are collecting sediment to half their height must be cleaned and repaired
immediately.
20. All temporary erosion and sediment control measures are to be removed within 30 days of
final site stabilization, when measures are no longer needed, subject to approval by the
County erosion control inspector.
UNLESS OTHERWISE INDICATED, ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE LATEST EDITION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS AND VESC
HANDBOOK OR COUNTY OF ALBERMARLE STANDARDS, WHICHEVER ARE MORE STRINGENT.
TEMPORARY STONE CONSTRUCTION ENTRANCE - 3.02
A STABILIZED STONE PAD WITH A FILTER FABRIC UNDERLINER LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE.
SILT FENCE - 3.05
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPORTING POSTS AND
ENTRENCHED.
CULVERT INLET PROTECTION - 3.08
A SEDIMENT FILTER LOCATED AT THE INLET TO STORM SEWER CULVERTS.
TEMPORARY DIVERSION DIKE - 3.09
A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA.
TEMPORARY SEDIMENT TRAP - 3.13
A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET.
OUTLET PROTECTION - 3.18
A PERMANENT OUTLET PROTECTION MEASURE THAT CONSISTS OF STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES
PLACED AT THE OUTLETS OF ALL PIPES OR PAVED CHANNEL SECTIONS.
TEMPORARY SEEDING - 3.31
THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR PERIODS OF 30 DAYS
TO ONE YEAR BY SEEDING WITH APPROPRIATE RAPIDLY -GROWING ANNUAL PLANTS.
PERMANENT SEEDING - 3.32
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER BY PLANTING SEED ON ROUGH -GRADED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A
YEAR OR MORE OR WHERE PERMANENT VEGETATIVE COVER IS NEEDED ON FINE -GRADED AREAS IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL
TECHNICAL BULLETIN NO. 4: NUTRIENT MANAGEMENT FOR DEVELOPMENT SITES.
MULCHING - 3.35
APPLICATION OF PLANT RESIDUES OR OTHER SUITABLE MATERIALS TO DISTURBED SURFACES TO PREVENT EROSION AND REDUCE OVERLAND FLOW
VELOCITIES. FOSTERS PLANT GROWTH BY INCREASING AVAILABLE MOISTURE AND PROVIDING INSULATION AGAINST EXTREME HEAT OR COLD. SHOULD BE
APPLIED TO ALL SEEDING OPERATION, OTHER PLANT MATERIALS WHICH DO NOT PROVIDE ADEQUATE SOIL PROTECTION BY THEMSELVES, AND BARE AREAS
WHICH CANNOT BE SODDED DUE TO THE SEASON BUT WHICH STILL NEED PROTECTION TO PREVENT SOIL LOSS.
SOIL STABILIZATION BLANKETS AND MATTING - 3.36
THE INSTALLATION OF A PROTECTIVE COVERING (BLANKET) OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL, OR
SHORELINE.
DUST CONTROL - 3.39
REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION, AND CONSTRUCTION ACTIVITIES.
GENERAL EROSION AND SEDIMENT CONTROL 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 EROSION AND SEDIMENT CONTROL HANDBOOK AND
VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS (4VAC50-30).
ES-2: THE PLAN -APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE
COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. THE NAME OF THE RESPONSIBLE LAND
DISTURBER MUST BE PROVIDED TO THE PLAN -APPROVING AUTHORITY PRIOR TO ACTUAL ENGAGEMENT IN THE LAND -DISTURBING ACTIVITY SHOWN
ON THE APPROVED PLAN. IF THE NAME IS NOT PROVIDED PRIOR TO ENGAGING IN THE LAND -DISTURBING ACTIVITY, THE PLAN'S APPROVAL WILL BE
REVOKED.
ES-3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS SOON 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 WASTED 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, AFTER WHICH, UPON APPROVAL OF THE PLAN -APPROVING AUTHORITY, THE
CONTROLS SHALL BE REMOVED. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE REMOVAL OF TEMPORARY
MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER EROSION AND SEDIMENTATION.
ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES AT LEAST EVERY 2 WEEKS AND IMMEDIATELY AFTER EACH
RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
DEVICES SHALL BE MADE IMMEDIATELY.
ES-10: THE CONTRACTOR IS RESPONSIBLE FOR THE DAILY REMOVAL OF SEDIMENT THAT HAS BEEN TRANSPORTED ONTO A PAVED OR PUBLIC ROAD
SURFACE.
ES-11: SEEDING OPERATIONS SHALL BE INITIATED WITHIN 7 DAYS AFTER REACHING FINAL GRADE OR UPON SUSPENSION OF GRADING OPERATIONS FOR
AN ANTICIPATED DURATION OF GREATER THAN 14 DAYS OR UPON COMPLETION OF GRADING OPERATIONS FOR A SPECIFIC AREA.
ES-12: THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING SURFACE AND AIR MOVEMENT OF DUST FROM EXPOSED SOILS WHICH MAY PRESENT
HEALTH HAZARDS, TRAFFIC SAFETY PROBLEMS, OR HARM ANIMAL OR PLANT LIFE.
ES-13: A VSMP IS REQUIRED FOR PROJECTS DISTURBING 2,500 SQUARE FEET OR GREATER IN A DESIGNATED CHESAPEAKE BAY PRESERVATION AREA
(CBPA) OR ONE ACRE OR GREATER OUTSIDE THE CBPA. FOR MORE INFORMATION VISIT THE VIRGINIA STORMWATER MANAGEMENT PROGRAM
PERMITTING WEB PAGE AT: http://www.deq.virginia.gov/Programs/Water/StormwaterManagement.aspx
E&S LEGEND
SAFETY FENCE
x x
SA
SILT FENCE
SF
TREE PROTECTION
TP
LIMITS OF DISTURBANCE
- - - - - - - -
OD
DIVERSION DIKE
DD
INLET PROTECTION
IP
® OP
OUTLET PROTECTION
CULVERT INLET PROTECTION
CIP
' CD
CHECK DAM
CONSTRUCTION ENTRANCE
CE
TEMPORARY/PERMANENT SEEDING
TS PS MU
AND MULCHING
X
REMOVE TREE
SAWCUT
DEMOLISH PAVEMENT
MANAGED STEEP SLOPES
FROM COUNTY GIS
WATER PROTECTION ORDINANCE
.
BUFFER/100-YEAR FLOODPLAIN
IN GENERAL, ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE CHECKED DAILY AND AFTER EACH RAINFALL EVENT GREATER THAN 0.25
INCHES. MEASURES SHOULD BE CLEANED AND REPAIRED ACCORDING TO THE FOLLOWING SCHEDULE AND THE VIRGINIA EROSION AND SEDIMENT CONTROL
HANDBOOK. THE FOLLOWING WILL BE CHECKED IN PARTICULAR:
1. THE CONSTRUCTION ENTRANCES AND CONSTRUCTION ROAD STABILIZATION AREAS SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS -OF -WAY THROUGH PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND/OR WASHING AND
REWORKING OF EXISTING STONE.
2. SEDIMENT DEPOSITS SHALL BE REMOVED FROM SILT FENCE AFTER EACH RAINFALL. UNDER NO CIRCUMSTANCES SHALL DEPOSITS BE ALLOWED TO
ACCUMULATE ABOVE HALF THE HEIGHT OF THE FENCE. DAMAGED OR UNDERCUT SILT FENCE SHALL BE REPAIRED IMMEDIATELY. SHOULD SILT FENCE
BECOME INEFFECTIVE OR REACH THE END OF THE EXPECTED USEABLE LIFE, FABRIC SHALL BE REPLACED IMMEDIATELY. UPON SILT FENCE REMOVAL,
DRESS ANY SEDIMENT DEPOSITS TO CONFORM WITH EXISTING GRADE AND SEED.
3. INLET PROTECTION SHALL BE CHECKED REGULARLY FOR SEDIMENT. IF EXCESSIVE SEDIMENT IS PRESENT, OR IF EXCESSIVE PONDING OCCURS AFTER
RAINFALL, THE STONE SHALL BE PULLED AWAY AND CLEANED OR REPLACED.
4. STONE USED IN CULVERT INLET PROTECTION SHALL BE INSPECTED REGULARLY FOR CLOGGING AND REPLACED AS NEEDED TO MAINTAIN FULL
FUNCTIONALITY. UNDER NO CIRCUMSTANCES SHALL SEDIMENT BE ALLOWED TO ACCUMULATE ABOVE ONE-HALF OF THE HEIGHT OF THE INLET
PROTECTION. ACCUMULATED SEDIMENT SHALL BE REMOVED AND UPSTREAM AREAS PERMANENTLY STABILIZED BEFORE THIS CONTROL IS REMOVED.
5. CHECK DAMS SHALL BE INSPECTED REGULARLY TO ENSURE THE CENTER OF THE DAM IS LOWER THAN THE EDGES. SEDIMENT SHALL BE REMOVED
WHEN IT REACHES ONE HALF THE HEIGHT OF THE DAM.
6. ANY SOIL WITHIN TREE PROTECTION AREAS THAT IS INADVERTENTLY COMPACTED SHALL BE AERATED WITH AN IRON BAR EVERY 18 INCHES TO A DEPTH
OF 12 INCHES. PHYSICAL DAMAGE TO TREES SHALL BE REPAIRED AS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK SECTION
3.38. TREES THAT ARE STRESSED OR DAMAGED SHALL RECEIVE AN APPROPRIATE APPLICATION OF FERTILIZER TO AID RECOVERY.
7. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS
NEEDED.
8. ALL TEMPORARY EROSION AND SEDIMENT MEASURES SHALL BE DISPOSED OF WITHIN THIRTY (30) DAYS AFTER FINAL SITE STABILIZATION IS ACHIEVED
AND VEGETATION IS ESTABLISHED. FINAL SITE STABILIZATION SHALL BE APPROVED BY THE OWNER AFTER THE INSPECTOR HAS DETERMINED THAT THE
SITE IS STABILIZED.
MANAGEMENT STRATEGIES:
THE FOLLOWING SEQUENCE OF EVENTS AND EROSION CONTROL MEASURES SHALL BE INCORPORATED INTO THE CONSTRUCTION SCHEDULE FOR THIS
PROJECT AND SHALL APPLY TO ALL CONSTRUCTION ACTIVITIES WITHIN PROJECT LIMITS.
1. CONSTRUCTION WILL BE SEQUENCED SO THAT TRENCHING AND EXCAVATION OPERATIONS CAN BEGIN AND END AS QUICKLY AS POSSIBLE.
2. SOIL STOCKPILES WILL BE PROTECTED WITH APPROPRIATE EROSION CONTROL MEASURES. STOCKPILES REMAINING FOR MORE THAN 14 DAYS SHALL
BE TEMPORARILY SEEDED.
3. THE CONTRACTOR SHALL USE APPROPRIATE CONSTRUCTION METHODS TO MINIMIZE DISTURBANCE ALONG MANAGED SLOPES AND EXISTING STEEP
SLOPES WHERE EROSION HAZARD IS HIGH.
4. ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED WITH INLET PROTECTION SO THAT
SEDIMENT -LADEN WATER CANNOT ENTER THE CONVEYANCE SYSTEM.
5. PREVIOUSLY GRASSED AREAS SHALL BE SEEDED AND STRAW MULCHED IMMEDIATELY AFTER TRENCHING OPERATION.
6. ALL THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED 48 HOURS AFTER EVERY RAIN EVENT GREATER THAN 0.25 INCHES AND
EVERY 5 DAYS EVEN IF A RAIN EVENT DOES NOT OCCUR. REQUIRED REPAIRS SHALL BE MADE AS NEEDED TO MAINTAIN DESIGNED STANDARD.
7. PERMANENT VEGETATION SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVERED IS ACHIEVED THAT IS UNIFORM, MATURE ENOUGH TO
SURVIVE AND WILL INHIBIT EROSION.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL PRACTICES.
MINIMUM STANDARD COMPLIANCE:
MS-1 HAVE TEMPORARY AND PERMANENT STABILIZATION BEEN ADDRESSED IN THE NARRATIVE? HAVE THE PROPOSED PRACTICES BEEN SHOWN ON
THE PLAN? YES
SEED SPECIFICATION YES MULCHING YES GRAVEL YES
MS-2 HAS STABILIZATION OF SOIL STOCKPILES BEEN ADDRESSED IN THE NARRATIVE? YES.
IS SEDIMENT TRAPPING MEASURES PROVIDED? YES.
MS-3 HAS MAINTENANCE OF PERMANENT STABILIZATION BEEN ADDRESSED FOR EXPOSED AREAS? YES.
MS-4 ARE SEDIMENT TRAPPING FACILITIES TO BE CONSTRUCTED AS A FIRST STEP IN LDA? YES.
MS-5 HAS STABILIZATION OF EARTHEN STRUCTURES BEEN ADDRESSED? YES.
MS-6 ARE SEDIMENT BASINS REQUIRED WHERE NEEDED? L
MS-7 HAS STABILIZATION OF CUT AND FILL SLOPES BEEN ADEQUATELY ADDRESSED? YES.
MS-8 ARE PAVED FLUMES, CHANNELS OR SLOPED DRAINS REQUIRED WHERE NECESSARY?
MS-9 HAS STABILIZATION THROUGH SURFACE ROUGHENING OR OUTLET PROTECTION BEEN ADDRESSED? YES.
MS-10 IS ADEQUATE INLET PROTECTION REQUIRED ON ALL OPERATIONAL STORM SEWER INLETS? YES.
MS-11 HAS MAINTENANCE OF PERMANENT STABILIZATION BEEN ADDRESSED FOR CONVEYANCE AND RECEIVING CHANNELS? YES.
MS-12 ARE IN STREAM CONSTRUCTION MEASURES REQUIRED SO THAT CHANNEL DAMAGE IS MINIMIZED? N/A.
MS-13 ARE TEMPORARY STREAM CROSSINGS OF NON -ERODIBLE MATERIAL REQUIRED WHERE APPLICABLE?
MS-14 THIS REGULATION REQUIRES THAT ALL APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS PERTAINING TO WORKING IN OR CROSSING LIVE
WATERCOURSES BE FOLLOWED.
MS-15 HAS RESTABILIZATION OF AREAS SUBJECT TO INSTREAM CONSTRUCTION BEEN ADEQUATELY ADDRESSED?
MS-16 IS STABILIZATION OF UTILITY TRENCHES ADDRESSED? YES.
MS-17 IS THE TRANSPORT OF SOIL AND MUD ONTO PUBLIC ROADWAYS PROPERLY CONTROLLED? (I.E. CONSTRUCTION ENTRANCES, WASH RACKS,
DAILY CLEANING OF ROADWAYS, TRANSPORT OF SEDIMENT TO A TRAPPING FACILITY) YES.
MS-18 HAS THE REMOVAL OF TEMPORARY PRACTICES BEEN ADDRESSED? YES.
HAS MAINTENANCE OF PRACTICES BEEN ADDRESSED? (I.E. REPAIR OF STRUCTURES AND REMOVAL OF ACCUMULATED SEDIMENT) YES.
MS-19 ARE PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT ADEQUATELY PROTECTED FROM EROSION AND SEDIMENT DEPOSITION
DUE TO INCREASES IN PEAK STORM WATER RUNOFF? YES.
EROSION AND SEDIMENT CONTROL SEOUENCING:
1. CONTRACTOR SHALL CONDUCT PRE -CONSTRUCTION MEETING WITH THE PLAN APPROVING AUTHORITY PRIOR TO ANY LAND DISTURBANCE OR E&S CONTROL
INSTALLATIONS.
2. INSTALL CONSTRUCTION ENTRANCE, SEDIMENT TRAP, AND PERIMETER CONTROLS PRIOR TO ANY DISTURBANCE.
3. ONCE INITIAL MEASURES ARE IN PLACE, REQUEST AN INSPECTION OF THE INITIAL EROSION AND SEDIMENT CONTROL MEASURES FROM THE COUNTY OF
ALBERMARLE E&S INSPECTOR. CALL 24-HOURS IN ADVANCE OF INSPECTION.
4. PROTECT PERMANENT VEGETATION FOR THE DURATION OF THE PROJECT.
5. COMMENCE DEMOLITION NECESSARY TO PERFORM PROPOSED WORK ONLY (INCLUDING EXCAVATION WORK).
6. CONTRACTOR TO LEAVE EXISTING STABILIZED AREAS IN A NON -EROSIVE CONDITION UNTIL NECESSARY TO INSTALL PROPOSED IMPROVEMENTS. DISTURBED
AREAS NOT IMPROVED SHALL BE SEEDED WITHIN 14 DAYS OF DISTURBANCE.
7. CONSTRUCT STORM STRUCTURES, IF APPLICABLE, STARTING AT THE DOWNSTREAM TERMINUS OR TIE-IN. BACKFILL ALL EXCAVATIONS AND TRENCH AREAS.
8. COMMENCE CONSTRUCTION OF PROPOSED PAVING AND SITE ELEMENTS, WITH THE EXCEPTION OF ANY PROPOSED BMPS.
9. FOR GRASSY AREAS: INSTALL PERMANENT SEEDING AND MULCH. STABILIZE ALL DISTURBED AREAS.
10. FOR GRAVEL AREAS: RESTORE GRAVEL AFTER TRENCHING AND EXCAVATION OPERATIONS ARE COMPLETE.
13. REPAIR ANY EROSION AND REMOVE ANY SEDIMENT.
15. DRESS AND OVER -SEED ALL DISTURBED AREAS AS NECESSARY TO AFFECT PERMANENT VEGETATIVE COVER. STABILIZE ALL REMAINING DISTURBED AREAS
WITH TOPSOIL, SEED, AND MULCH ONCE WORK IS COMPLETE.
16. REMOVE SEDIMENT TRAP AND ASSOCIATED DIVERSION DIKES ONCE PERMANENT VEGETATIVE COVER HAS BEEN ESTABLISHED ON SITE.
17. BEGIN INSTALLATION OF ANY PROPOSED BMPS ONCE ALL CONTRIBUTING AREAS ARE STABILIZED AND FREE OF DEBRIS. REFER TO INSTALLATION CHECKLIST
AND INSPECTION MILESTONES FOR CONSTRUCTION MILESTONES. INSTALL PERMANENT CONVEYANCE CHANNELS TO BMPS AT THIS TIME, STABILIZING
IMMEDIATELY WITH EC-2 TYPE 1 MATTING.
18. AFTER FINAL SITE STABILIZATION AND APPROVAL FROM THE APPROPRIATE EROSION AND SEDIMENT CONTROL AUTHORITY, THE SILT FENCE, INLET PROTECTION
AND OTHER STABILIZATION MEASURES SHALL BE REMOVED.
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STONE 70' MIN.
CONSTRUCTION
ACCESS 27 iCOU SERA ASPH?% TO'EXISTING
'5" M:N. 2 A AGGRLGAlL BASE
PROFILE
70'
MIN,
STONE
CONSTRUCTION
ASPHALT PAVED
ACCESS
A
WASHRACK
EXISTING
2%
2%
PAVEMENT
I2%
12' MIN'k
*MUST EXTEND FULL WIDTH
-V
POSITIVE DRAINAGE
TO SEDIMENT
OF INGRESS AND EGRESS
TRAPPING DEVICE
OPERATION
PLAN
12' MIN.
POSITIVE DRAINAGE
2%
TO SEDIMENT
TRAPPING DEVICL
FILTER CLG-I-I--/ -
SECTION A -A
A ininilutini water tap of 1 inch must be installed with a nwliniu n 1 nlch ballcock
shutoff valve supp4ing a wash hose with a diameter of 1.5 illcltes for adequate
constant presstue. Wash water List be carried away from the entrance to an
approved settlnlg area to remove seduuent. All sednllent shall be prevented from
elltelin2 Storrn drall1H" ditches or watercourses.
PAVED WASH RACK
O
NO SCALE
CONSTRUCTION ENTRANCE WITH WASHRACK
PIPE OUTLET CONDITIONS
A A
SECTION A -A
'IPE OUTLET TO FLAT
,REA WITH NO DEFINED
'HANNEL
f L a
del d
FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER
ado (MIN.)
'IPE OUTLET TO WELL
IEFINED CHANNEL
i
d
SECTION A -A
FILTER CLOTH KEY IN 6"-9": RECOMMENDED FOR ENTIRE PERIMETER
NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION
BASKET, OR CONCRETE.
2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED
USING PLATES 3.18-3 AND 3.18-4.
3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT
LESS THAN 6 INCHES.
Source: Va. DSWC Plate 3.18-1
OUTLET PROTECTION - MINIMUM DIMENSIONS
PIPE
APRON
WIDTH
APRON WIDTH
TAILWATER
DISCHARGE
REQUIRED
RIP RAP
STIR. #
SPAN
]APRON
LENGTH
UPSTREAM
DOWNSTREAM
CONDITION
(Q1o)
d50
THICKNESS
(Do)
(La)
(3 DO)
(W)
INCHES
CFS
FEET
FEET
FEET
FEET
FEET
Al
1
12
0.42
6
3
7
0.5
075
A2
2
12
1.01
6
3
1 5.4
1 0.5
0.75
NOTE: COMPUTATIONS PER VESCH STANDARD 3.18
3.18-1 OUTLET PROTECTION
U
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOW
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
47
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
I I
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Source: Adapted from Installation of Straw and Fabric Filter
Barriers for Sediment Control, Sherwood and Wyant
O3.05-2 SILT FENCE
#' SEDIMENT TRAP VOLUME COMPUTATIONS
ST-1 Drainage Area (Ac) R q,
1 CONTOUR Incr. Incr. Cum. 1.43 192
L
W
Area
Vol.
Vol.
Vol.
96 Wet Storage 730.16
Elevation
(Ft)
(Ft)
(SF)
(CF)
(CY)
(CY)
96 Dry Storage 731.63
728.00
38
23
874
0
0
0
Top of 732.63
730.00
46
31
1426
2300
85
85
WET DRY embankment
732.00
54
39
2106
3532
131
216
TEMPORARY DIVERSION DIKE
Comnant.eA Snit
4.5' min. +I
Plate 3.05-2 Source: Va. DSWC Plate 3.09-1
3.09-1 DIVERSION DIKE
TABLE 3.31-13
(REVISED JUNE 2003)
TEMPORARY SEEDING SPECIFICATIONS
QUICK REFERENCE FOR ALL REGIONS
APPLICATION
SPECIES
APPLICATION RATES
50/50 Mix of Annual Ryegmss
Sept.I -Feb. 15
(Lolium mufti -florum)&Cereal
50100(lbs/acre)
(Winter) Rye (Secale creale)
Feb.16-Apr.30
Annual Ryegrass(lolium mu#i4lorum)
60100(lbs/acre)
May1-Aug.31
German Millet
50(Ibs/acro)
FERTILIZER & LIME
Apply 1010-10 Fertilizer at a rate of 450 IbWacre (or 10 lbs. / 1,000 W. f -)
Apply Pulverized Agricultural Limestone at a rate of 2 tons/acre (or 90 lbs. / 1,000 sq. ft.)
NOTE:
1. A wil test is necessary to determine the actual amount of lime required to adjust the soil pH of site.
2. Incorporate the lime and fertifaer into the top 46 inches of the will by disking or by other means.
3. When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4
2003 Nutrient Management for Development Sites at httpV/www.de .virginia.gov/Programs/water/StormwaW
Managemen V Publications.aspx
TABLE 3.32-D
(REVISED JUNE 2003)
PERMANENT SEEDING SPECIFICATIONS FOR PIEDMONT AREA
SEED
LAND USE
SPECIES
APPLICATION RATES PER ACRE
Tall Fescue'
95100%
Minimum Care Lawn
Perennial Ryegrass
05%
(Commercial or Residential)
Kentucky Bluegrass'
05%
Total: 17520017
Hehmairrtenance Lawn
Tall Fescue'
TMI: 200-2501Ins.
Tall Fescue'
12S lbs.
General Slow (3A or less)
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crop
21bs.
201bs.
Total: 1501bs.
Tall Fescue'
SOS lbs.
LowMaintenanceSlow
Red Top Grass of Creeping Red Fescue
Seasonal Nurse Crop
CrownveWh3
21bs.
201bs.
201bs.
(Steecer Nan 3:11
Total: 1501bs.
1- When selecting varieties of turfgrass, use the Virginia Crop Improvement Association (VCIA) recommended
turfgums variety list. Quality seed will bear a label indicating that they are approved by VCIA A currentturtgrass variety
list is available at the local County Extension office or through VCIA at 804-7464884 or at
hUP7//sudan.cses.vtedu/htmVTurf/turf/publir tions/publications2.html
2. - Use seasonal nurse crop in accordance with the searing dates as stated below.
February S6'" -April ..................................... Annual Rye
May lr-August iSu..................................... Foxhul Millet
August le -October . Annual Rye
November -February l5r".................................. Winter Rye
3 -Substitute Sauces Iespedwa for Crownvetch east of Farmville, VA ( May through September use hulled seed, all
other periods, use unhulled Sericea.) K Flatcea is used, increase rate to 301bs./acre. If Weeping Lovegrass is used,
include in any slope or low maintenance mixture during warmer seeding periods, increase to 30 -40.
FERTILIZER & LIME
Apply 3020-10 Fertilizer at a rate of 500 IIns/acre (or 12 Ibs. / 1.000 W. R)
Apply PuNerized Agricultural Limestone a a rate of 2 tons/acre (or 901bs. / 1,000 W. ft.)
NOTE:
-Al test is necessary to determine the actual amount of lime required to adjust the wil pH of site.
- Incosoirporate the lime and fertilizer into the top 46 inches of the soil by disking or by other means.
- When applying Slowly Available Nitrogen, use rates available in Erosion & Sediment Control Technical Bulletin #4
2003 Nutrient Management for Development Sites at hUp.//..deg.AMinia.gw/Programs/water/swrm"w
ManagemenyPublications.aspx
N
U
SILT FENCE CULVERT INLET
PROTECTION
`DISTANCE IS 6' MINIMUM IF FLOW
IS TOWARD EMBANKMENT
FLOW
OPTIONAL STONE COMBINATION
1.5'
FLOW
p*VDOT 93, #357 OR #5 COARSE
TO REPLACE SILT FENCE IN " HOKtnMVt WMM
HIGH VELOCITY OF FLOW IS EXPECTED
I RIPRAP
Source: Adapted from VDOT Standard
Sheets and Va. DSWC Plate 3.08-1
SEEDING SCHEDULE -PIEDMONT 3.08-1 CULVERT INLET PROTECTION
U
TEMPORARY SEDIMENT TRAP
1' VARIABLE"
ORIGINAL VARIABLE*
/GROUND
ELEV. -�
1.0' ■
*SEE PLATE 3,13-1
67 CU. YD./ACRE
67 CU. YD./ACRE
(EXCAVATED)
'
VARIABLE*
4' MAX. 1
FILTER CLOTH ORIGINAL
GROUND
ELEV.
a
COARSE AGGREGATE CLASS I RIPRAP
CROSS SECTION OF OUTLET
CLASS I RIPRAP
LENGTH (IN FEET) _
B X DRAINAGE AREA
IN AC.}
/DIVERSION
DIKE
DIKE
COARSE AGGREGATE
r
EXCAVATED/FI`LTER CLOTH
AREA
•*
COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5
OUTLET (PERSPECTIVE VIEW)
Source: Va. DSWC Plate 3.13-2
O3.13-2 SEDIMENT TRAP (STONE OUTLET)
CHECK SLOT
FIRMLY -�+r
1
SroIY
`CHECK SLOT
I I I I
--� � 1" TO 2" I
I I I I I
" VAS VAR.
6 To s MIN. PLAN VIEW
STAPLING DIAGRAM
STAPLE FORMED FROM N0.11 STEEL WIRE. *CHECK SLOTS AT MIN.
8' STAPLE MIN. LENGTH FOR SANDY SOIL. O REQ INTERVALS;
N
6" STAPLE MIN. LENGTH FOR OTHER SOIL NOT WITH ALL
"COMBINATIONATION" BLANKETS
JUNCTION SLOT rTAMP
z„ I FIRMLY 6• 70 17
12"
T
Source: VDOT Road and Bridge Standards
(0) 3.36-2
EC-2 INSTALLATION
TERMINAL FOLD
nrTAMP
"7
FIRMLY
Plate 3.36-2
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LIMITS OF SURVEYED TOPOGRAPHY \ \ \ \ l f WELL ZIA
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1 1" = 30': 0 30 60
HIGH PT. STA: 1+18.85
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..
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/\/ARIFCI
DRIVEWAY ALIGNMENT
NUMBER
LENGTH
RADIUS
LINE/CHORD DIRECTION
L1
109.809
N00° 38' 38.90"W
Cl
116.626
265.000
N110 57' 49.66"E
C2
128.705
145.000
N00° 51' 24.42"W
C3
37.192
75.000
N120 04' 44.67"W
C4
45.453
45.000
N310 03' 48.87"E
L2
62.214
N600 00' 00.00"E
OLD ROAD TRAIL
NUMBER
LENGTH
RADIUS
LINE/CHORD DIRECTION
L3
42.421
N830 22' 50.42"E
C5
45.025
100.000
S830 43' 14.26"E
L4
12.554
1
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� '22.5 BEND (HORIZ.)
S-3 6x6 TRANSFORMER PAD - .22.50 BEND (HORIZ.)
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INV. OUT:732.75 /
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1( / I / j� : 1 FEE 738.00' -
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\ \ 1 \ \ \ \ \ \ I 1 1 ' �..................... WEST WING INV. OUT: 735.50
1 1 I i FEE 738.00'
\ ' _ FUTURE PATH TO GARAGE (NIC) 749.19
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J� LEGEND
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STORMWATER MANAGEMENT NARRATIVE U DANIEL C. HYER
HS a / APPROXIMATELY 3.26 AC (142,013 SF) OF THIS SITE ARE TO BE DISTURBED FOR THE CONSTRUCTION OF A SINGLE FAMILY LIC. No. 45596
RESIDENCE. PLEASE NOTE THAT AT THIS TIME, TREES WITHIN THE DISTURBANCE AREA HAVE ALREADY BEEN CLEARED. FOR
OE ITEAI0 BE FORESTED IN ITS EXISTING ADDITIONALLY,
ONALLY,
IS TO BE USED FOR AGRICULTURAL PURPOSES (ORCHARD + AY OPERATIONS), THEREFORE E AREAS NOT DIRECTLY
THE SA ,fib
/ AFFILIATED WITH THE CONSTRUCTION OF THE SINGLE FAMILY RESIDENCE ARE NOT INCLUDED ON THIS PLAN. S��NAL ENG
EXISTING DRAINAGE PATTERNS ARE LARGELY PRESERVED, WITH ALL MAJOR DRAINAGE AREAS RELEASED AS SHEET FLOW FROM THE
/ SITE. IN POST -DEVELOPMENT CONDITIONS, LEVEL SPREADERS ARE LOCATED AT ALL CONCENTRATED OUTFALLS TO RETURN APPROVED DCH
CHANNELIZED WATER FROM THE SITE TO SHEET FLOW TO CONFORM WITH 9VAC25-870-66(D). SINCE NO ALTERNATIVE FLOWPATH EXISTS FOR STORMS LARGER THAN THE WATER QUALITY DESIGN STORM, THE LEVEL SPREADERS HAVE BEEN DESIGNED USING PEAK SUBMSSInni ni 4
/ FLOWS FROM THE 10-YEAR DESIGN STORM. THIS ENSURES THAT 9VAC25-870-66(D) APPLIES FOR THE 10-YEAR DESIGN STORM. AT
PROJECT 2107007
INDIVIDUAL DOWNSPOUTS NOT DIRECTED TO AN ENGINEERED LEVEL SPREADER, FLOW WILL BE DISSAPATED WITH CUSTOM, LARGE
ASPLASH BLOCKS GREEMENT (SEE
SINGLE ARCHITECTURAL
RESIDENCES IS ADHERED TO.
THIS ENSURES ALBEMARLE COUNTY'S STORMWATER MANAGEMENT T H E W 0 R h r
L I NE + GRADE
SINCE THE EXISTING GRADES DOWNHILL OF THE LEVEL SPREADERS RANGE FROM 15%25%, PARTICULAR CARE HAS BEEN TAKEN IN
THE DESIGN OF THE SPREADERS. DOWNHILL ALLOWABLE VELOCITIES HAVE BEEN DETERMINED, AND LEVEL SPREADERS HAVE BEEN
DESIGNED SUCH THAT THE VELOCITY OVER THE WEIR IS LESS THAN 33/o OF THE ALLOWABLE VELOCITY. THIS ENSURES THAT, AS
RUNOFF RECONCENTRATES DOWNHILL, ALLOWABLE VELOCITIES ARE NOT EXCEEDED. IN ADDITION, A CONSERVATIVE RAINFALL C5mO
PREDEVELOPMENT STORMWATER MANAGEMENT PLAN INTENSITY HAS BEEN USED. SEE CALCULATIONS ON SHEETC5.2.
1 1" = 30': 0 30 60
LEGEND
/
/ / / / 1 SITE AREA
IMPERVIOUS AREA
0-0-0
0 0 0 0 0 0 0 FORESTED AREA
O O O O
LIMITS OF DISTURBANCE
Fe--s
HALLOW� TIME OF CONCENTRATION PATH
/�✓ L/MITS� Sf/k IV,- YED TOP�JGPHY NOTE: AREA OF SHEET FLOW DOWNHILL OF LEVEL SPREADERS MUST BE / / /
COMPLETELY STABILIZED AND VEGETATED PRIOR TO RELEASE OF BONDS.
11LI
DRAINAGE DIVIDE
EV LE SPREADR BDA = 0.48 AC / / / -�-► SURFACE FLOW ARROW
LOD 14201 SF� 1 ► / /—C=0.50/ — \ TC 5MIN / / / ova onD �x TWATER PROTECTION ORDINANCE
BUFFER/100-YEARFLOODPLAIN
MANAGED STEEP SLOPES
/ FROM COUNTY GIS
SHEET FLOW AREA B —
TOTALDA=1.03AC//`///
(INCLUDES
LE EL
/
) / / / / �� / / //� / / NOTE: GARAGE, GRAVEL FOOTPATH, AND VEHICULAR ACCESS DRIVE TO BE ♦� CONSTRUCTED AT A FUTURE TIME. IMPERVIOUS AREAS FROM THESE FUTURE
_ _ _ _ �/ IMPROVEMENTS HAS BEEN ACCOUNTED FOR IN HYDROLOGIC DESIGN. FUTURE
Z_ / / / / / ���A IMPROVEMENTS MUST CONFORM TO DRAINAGE PATTERNS SHOWN HEREIN.
I ► \ \ � I 1 � QZ / � � /
\ \ S y
W
z
J
,vsc a
1 I I \ I SHEET FLOW AREA C
\ \ \ I I \ ►1 \ I I \ \ I I \ / \ ���� TOTAL DA = 0.35 AC ; \
\ ►� \ \ - ---- ' LOD 14JO13SF
\ z \ \ x \ \ CULVERTAI 1
\ \ \ \ HSG B \ l TIC \ �� \ \ '1 \ k z 0 C7
I / \ / w o _
4 \ 1
CULVERT A2 \`rQ �_ C? Of
DA -040AC/ C? 5;
C=0.36 \ c� 1 / \ cf) N H
SHEET FLOW AREA A \ \ TIC = 5 MIN �s i / U J C]
TOTAL DA = 1.88 AC \ \ I \ \ / CN 0
(INCLUDES LEVEL I '�-� / / O U
SPREADERS) I `S' / \ I W
T M. 85'-�YD TR%iCT 2\ \ I I \ 1 I �� \ I w a
LEVEL SPREADER Al
\ i — — �\ DA=0.44AC I \ ` ` / >LLI
m
\ \55.45\ACR5S \ I I \ \ _ C=0.40 \ 1 �� / Q 1
�\� I \ \ INCLUDES AREA TO CULVERT Al
\ CYREA/A W. S��RI(N7 N TIC = 5 MIN \ 1
D\8�543�179 D. 433 /35�& 146104,4
\ \ 7ONED� R I \ _ \ I I I \ \ / •
LEVEL SPREADER A2
DA=0.44AC
C = 0.36 I /
(INCLUDES
M AREA TO CULVERT A2) \ \ I A
IN
,
WELL
k,� a�
I \ I I I I I \ \
�� ��PLTHOF�r
l % 0�3�02
`AD Z9
hS a / DANIEL C. HYER LiC. N0. 45596
/ I T. M. 85-1A
41 RAYMOND AND BETTYRA/NEY SIONAL ENS'\
DB 395 PG 4/4
ZON5D- RA
usE RESIDENTIAL APPROVED DCH
SUBMISSION1 NI' 4
PROJECT 2107007
T H E W 0 R h r
L I N E + G R A D E
� 1 POSTDEVELOPMENT STORMWATER MANAGEMENT PLAN C5ml
1" = 30': 0 30 60
730
745
740
oZ
mow¢
0 m DRIVEWAY
� uJ Cl)
n a r -02
�x-
� (V
¢�Z
PROP.GRADE /
745
�zo0
Ln Z M
+wr
11 oQj
Zxo
>
(V
Q c-I z
740
9" MIN. COVER
EX 0 1' MIN. CLEAR
GRADE & ti�
1" FIBER CONDUIT
c�2 CROSSING 735
10-YR HGL 3" PVC ELEC CONDUIT
CROSSING
1.5" HDPE IPS DR11
WATER SERVICE
CROSSING
OUTLET PROTECTION (SEE SHEET
C2.3 FOR MIN. DIMENSIONS)
- EC-3 LINING 730
LEVEL SPREADER Al
1
O1 CULVERT Al PROFILE
H: 1" = 30': 0 30 60
V: 1" = 3: 0 3 6
750
745
740
O Z
r-
pWQ
ono
oor
+owCl)
11
_O=Z
a DRIVEWAY
EX.
GRADE
PROP. GRADE
10-YR HGL
OUTLET PROTECTION
(SEE SHEET C2.3 FOR
MIN. DIMENSIONS)
- EC-3 LINING
LEVEL SPREADER A2
jCOLO
?z,*
+wr
up Z:)
Z2O
�l (V
>
2 ciz
1' MIN. COVEF
7�
1' MIN. CLEAR
1" FIBER CONDUIT (
3" PVC ELEC CONDUIT
CROSSING
1.5" HDPE IPS DR11
WATER SERVICE 7`
CROSSING
0+50 1+00
CULVERT A2 PROFILE
O H: 1" = 30': 0 30 60
V: 1" = 3: 0 3 6
COVER TO BE UNCOMPACTED
TOPSOIL/TURF UNLESS OTHERWISE
SPECIFIED ON PLANS
- II
(COVER
"FRENCH DRAIN"
FABRIC
a
1.5'WIDTH_;
Zo(OR
PER PLAN)
oozON�6ASHED,
I
ANGULAR
OT #57 STONE
avava ISTON�t
GEOTEXTILE FABRIC CONTINUOUSLY
BURRITO WRAPPED" AROUND STONE
0 6" SCHEDULE 40 PERFORATED PVC TO (MIN. 1' OVERLAP ON TOP)
DAYLIGHT AT LOCATION SHOWN ON PLANS BELOW
(PIPE SUBSTITUTIONS SHALL BE APPROVED
BY ENGINEER)
NOTES
1. MAINTAIN 2% MIN. SLOPE ON PIPE.
2. CONTRACTOR TO PROVIDE CLEANOUT AT UPSTREAM END OF SYSTEM AND AT ALL ROOF LEADER TIE-INS
AND ALL OTHER LOCATIONS SPECIFIED ON PLANS.
3. PIPES SHALL BE ORIENTED TO MAINTAIN A ROW OF PERFORATIONS AT THE INVERT OF THE PIPE.
4. GEOTEXTILE FABRIC SHALL BE NON -WOVEN WITH A FLOW RATE OF 110 GPM PER SF OR GREATER, AND
PUNCTURE STRENGTH OF 250 LBS OR GREATER.
5. ALL CONNECTIONS TO THE FRENCH DRAIN SYSTEM SHALL BE COMPLETELY WRAPPED IN NON -WOVEN
GEOTEXTILE FABRIC TO PREVENT SOIL INFILTRATION INTO STONE AROUND CONNECTION POINT.
6. CONTRACTOR TO PROVIDE RODENT SCREEN ON ALL DAYLIGHTED PIPES.
FRENCH DRAIN
LEVEL SPREADER SIZING (10-YR STORM
NOTES
5
ROSSING
M
6"x6" PRESSURE TREATED TIMBERS -
LENGTH PER PLAN
6'
3" 1
LINE STILLING BASIN WITH EC-3 LINING. 1-1 1 1
LINING TO BE CONTINUOUS WITH CULVERT OUTLET
PROTECTION LINING WHEN CULVERT IS PRESENT.
NON -WOVEN GEOTEXTILE FILTER FABRIC -
UNDER EC-3 LINING, MIN. 2' OVERLAP
1. LEVEL SPREADER LIP SHALL BE COMPLETELY LEVEL ALONG ENTIRE LENGTH
3'
SEE LANDSCAPE PLANS FOR
SPLASH BLOCK MATERIAL
2% MAX. FOR 10' TO EX. GRADE
$" WEEP HOLES, DRILLED 18" O.C.
- #4 EPDXY COATED REBAR, 2' O.C. MINIMUM FOR LENGTH OF TIMBERS.
REBAR SHALL PENETRATE GROUND 12" MIN. BELOW LOWEST TIMBER.
Elev (ft)
740.00
739.50
739.00
738.50
2. ENDS SHALL BE KEYED INTO ADJACENT SLOPE A MINIMUM OF 18" TO PREVENT SCOURING/SHORT CIRCUITING AROUND ENDS.
3. REBAR SHALL BE PLACED NO MORE THAN 18" FROM TIMBER ENDS. 738.00
4. CONTRACTOR SHALL NOT COMPACT STILLING BASIN AREA OR ALLOW HEAVY EQUIPMENT IN THE STILLING BASIN VICINITY TO ALLOW FOR INFILTRATION OF PONDED RUNOFF BEHIND LEVEL SPREADER.
OLEVEL SPREADER
1" = 1': 0 1 2
LEVEL
1DESIGN STORM
TOTAL AREA TO
TOTAL
DOWNSLOPE
MINIMUM LENGTH
PROVIDED LENGTH
2DOWNSLOPE
C
DOWNSLOPE
RIGID LIP
SPREADER
INTENSITY
LEVEL SPREADER
FLOW
ALLOWABLE
OF RIGID LIP
OF RIGID LIP
VELOCITY BELOW LS
FACTOR
GROUNDCOVER
MATERIAL
NUMBER
(IN/HR)
(AC)
(CFS)
VELOCITY (FPS)
(FT)
(FT)
(FPS)
Al
0.40
7.03
0.44
1.24
GRASS
4.00
16
18
3.83
TIMBER
A2
0.36
7.03
0.44
1.11
GRASS
4.00
15
16
3.85
TIMBER
B
0.50
7.03
0.48
1.69
GRASS
4.00
22
24
3.86
TIMBER
'THE RAINFALL INTENSITY USED HERE IS THE HIGH END OF THE 90% CONFIDENCE INTERVAL AS ESTIMATED BY THE NOAA ATLAS 14 WEBSITE. THIS CONSERVATIVE VALUE ATTEMPTS TO ACCOUNT FOR
CHANGES IN WEATHER PATTERNS THAT MAY OCCUR OVER THE DESIGN LIFE OF THIS PROJECT. THE 10-YR RETURN PERIOD HAS BEEN USED SINCE NO ALTERNATIVE FLOWPATH IS PRESENT.
'THIS IS THE VELOCITY OF THE SHALLOW CONCENTRATED FLOW THAT WILL OCCUR DOWNHILL OF THE LEVEL SPREADER AFTER THE EFFECTIVE DISTANCE OF SHEET FLOW IS REACHED.
CULVERT DATA TABLE
CULVERT NAME
CULVERT DESCRIPTION
HYDROLOGY
TOTAL
FLOW
Q
(cfs)
FLOW PER
BARREL
Q/N (cfs)
HEADWATER CALCULATIONS
ELEVATION
HEADWATER
CONTROL
OUTLET
VELOCITY
(fps)
TAILWATER
VELOCITY
(fps)
LOW POINT
ELEVATION
FREEBOARD
(ft)
Material-Shape-SizeTc
C
(min)
I
(in/hr)
AREA
(Ac)
SLOPE
(%)
LENGTH
(ft)
INLET CONTROL
OUTLET CONTROL
HWi/
D
HWi
FALL
ELui
HWo
Dc
Ho
kE
H
ELxo
N
INVo
INVin
MATERIAL
DIA (in)
A1(10 YR STORM)
1-12" HDPE
1
733.65
738.60
HDPE
12
0.37
5
7.03
0.16
8.47%
58.44
0.42
0.42
0.34
0.34
5.29
738.94
0.00
0.27
027
0.50
4.95
733.78
738.94
728
2.40
739.50
0.56
A1(25 YR STORM)
1-12" HDPE
1
733.65
738.60
HDPE
12
0.37
5
7.93
0.16
8.47%
58.44
0.47
0.47
0.37
0.37
5.32
738.97
0.00
028
028
0.50
4.95
733.78
738.97
7.54
2.52
739.50
0.53
A2 (10 YR STORM)
1-12" HDPE
1
743.70
744.50
HDPE
12
0.36
5
7.03
0.40
1.14%
70.00
1.01
1.01
0.60
0.60
1.40
745.10
0.00
0.42
0.42
0.50
0.80
744.02
745.10
4.63
328
746.41
1.31
A2 (25 YR STORM)
1-12" HDPE
1
743.70
744.50
HDPE
12
0.36
5
7.93
0.40
1.14%
70.00
1.14
1.14
0.65
0.65
1.45
745.15
0.00
0.45
0.45
0.50
0.80
744.02
745.15
4.79
3.44
746.41
126
DESIGN CHANNEL CROSS SECTION ANALYSIS
Cross
Friction
Channel
Invert
Slope
Discharge
Normal
WSEL
Flow Area
Velocity
Wetted
Critical
Top
Hydraulic
Critical
Velocity
Permissible
Specific
Froude
-Section
n
Label
Depth
Perimeter
Depth
Width
Radius
Slope
Head
Velocity
Energy
Flow Type
Shape
Method
Lining
Elevation
(9(;)
Value
(ft3/s)
(ft)
(ft2)
(ft/s)
Number
(ft)
(ft)
(ft)
(ft)
(ft)
(ft/ft)
(ft)
(ft/s)
(ft)
DITCH TO CULVERT Al
VEE
Mannings
EC-2 TYPE 1
738.60
8.60%
0.035
0.42
0.20
738.80
0.18
2.33
1.85
0.23
1.80
0.10
14.90%
0.08
4.00
0.28
1.30
Supercritical
DITCH TO CULVERT A2
VEE
Mannings
EC-2 TYPE 1
744.50
4.30%
0.035
1.01
0.31
744.81
0.43
2.34
2.87
0.32
2.79
0.15
8.36%
0.09
4.00
0.39
1.05
Supercritical
G
O-
Elev (ft)
746.00
745.50
745.00
744.50
744.00
O
Section
1 2 3 4 5 6
DITCH TO Al CROSS SECTION
Section
0 1 2 3 4 5 6
DITCH TO A2 CROSS SECTION
7 8
7 8
Depth (ft)
1.40
1 •1
0.40
-0.10
Depth (ft)
1.50
1.00
0.50
9 0.50
W
z
J
W
U Lo Q
z O z
W O
0
w Q ~
Z
N 0
o�
J LLJ
6-L Q
LLJ
Ga DO
G
Q ; Q
v J
J
Q
W
0
W
w
Q
z
Q
Lij
ry
O
U)
'CH OF�
0�30OZ? Z
DANIEL C. HYER Y
LIC. No. 45596,
eflS/ONAL ENO.
APPROVED DCH
SUBMISSInni NIV 4
PROJECI 2107007
T H E W 0 R K r
L I N E + G R A D E
C502
NOTES:
1. NO DETERMINATION WAS MADE AS TO THE EXISTANCE OR LOCATION OF UNDERGROUND UTILITIES.
CALL MISS UTILITY (811) BEFORE ANY GROUND DISTURBING ACTIVITIES.
2. THIS PROPERTY IS SUBJECT TO AN EASEMENT TO THE CHESAPEAKE AND POTOMAC TELEPHONE COMPANY OF VIRGINIA (D.B. 448-20)
3. NO TITLE REPORT FURNISHED. THIS PROPERTY IS SUBJECT TO ANY ADDITIONAL CONDITIONS, UTILITIES, EASEMENTS, AND/OR COVENANTS THAT MAY EXIST.
4. PROPERTY LINES AND CORNER DESCRIPTIONS WERE TAKEN FROM THE PLAT RECORDED IN D.B. 533-135 & 136 AND WAS NOT RESURVEYED THIS DATE.
5. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF BRIAN S. RAY FROM AN ACTUAL AERIAL SURVEY
MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON MARCH 3, 2021;AND THAT THIS
PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED.
T. M.70-40A
N85"45.31"E/
57j
J SET
5.00'
IRON
SET
T.M. 85-SC
TRACT 1
N85"40'21"E
149.86
T.M. 85-1D
TRACT 2
40.00 ACRES
CYRENA W. SPARKMAN
D.B. 5439-179
D.B. 5433-135 & 136 PLAT
T.M.71-24C1
�- S>
g980 *f
100 YEAR FLOOD PLAIN ACCORDING TO
THE FEMA FLOOD INSURANCE RATE MAPS,
EFFECTIVE DATE FEBRUARY 4. 2005
(COMMUNITY PANEL 510006 04000)
IRON
SET
SB1 •59.01 "E
IRON SET
AT 35.00'
S70•
It
/
1 I I 1 I I / ♦ \
+/ / /' / / // // 1 / I / 1 I / / / my / '� �♦_� ♦ ♦♦ \\♦\\\\ \ 111r\11
1\ 11 11 m \I � I � 1 � � % � � ////// �/'////.' _ ' //'//r// � / //// /// /// // /�'i"/ _ ♦\ `\\\\\\II 1 11111 II I
II III SILT
/ / / / 1 / /� �♦ \ \ 1 1 111 1 FENCE
5�721.01 / / / 1
720.6
` x \♦ 1\ \ / / / /111\\\��� 111\
1 11 I I 1 1 1 I 1 1 1 1\\ 1 1 I I \ \X �/ ���_� �` \ I / 1' / / ��♦ \ I I 11�
SILT \ \ \ 1 \ \ \ \ - �♦ \ \ \ \ I I /' ♦ \ I I 1 1 1
FENCE \\\\ \ \ `�� `\� \ \ 1 I I 1\ 1♦ I I \ \ \
\ \ \ ♦\ 1\ ♦ \\ ♦1 \ 1 1 1 I I 740.4
ENCE \ \I 1 1 1 1 1 I 1 1 \\ \ I x\ ♦\\ \;
I 1 1 I l l l 1 1 1 \\ `mow\ `\ \♦ \` �`
1 x 740.7 \\
/
X /-♦ ` �`�
I?741.4
753.4
1 I \1 /1 I x x \ OCQ A0�0
753.3
/
IRON SET
AT 20.00'
q•
/ 12
p- 202
R -6500.
T-10.59'
15
00'
4CB-S75'12'22'W
S/'30•�
C-231.15'
/
A
/
R 430 00' T.M.85-3A
L-89.19'
C=89.03'
CB=570'Sfi'57'X
GRAPHIC SCALE
1"=100'
200 300
0 100
/ / I
IRON
SET
U
a
U)
I
a
2
H
cc
0
O
Z
Q
('
T.M. 65-IE
TRACT 3
IRON
SET
WELL
/ / / IRON SET
A
P
m
l.♦IY/^yore
GRAVEL' ' _ I _yl 30 -20
v / S,B'13 45
/ 220
$j7•p9 T.M.85-fA
/ j4 55'
/ � 5j5.50.58
21155'
/ S,/W A'11 STATE ROUTE 636 TOPOGRAPHIC SURVEY
BATESVILLE ROAD
(30'PRESCRIPTIVE EASEMENT) OF A PORTION OF
TRACT 2
T.M.85-2 THE PROPERTY OF CYRENA W. SPARKMAN
I LOCATED ON STATE ROUTE 636 (BATESVILLE ROAD)
AND STOCKTON MILL CREEK
SAMUEL MILLER MAGISTERIAL DISTRICT
ALBEMARLE COUNTY, VIRGINIA
SCALE 1" = 100' DATE: MARCH 3, 2021
CONTOUR INTERVAL = 2' DATUM : NAVD88
FOR
CYRENA W. SPARKMAN
ROGER W. RAY & ASSOC-INC.
663 BERKMAR COURT
CHARLOTTESVILLE, VIRGINIA 22901
LAND SURVEYORS LAND PLANNERS
434-293-3195
148448