HomeMy WebLinkAboutWPO201300028 Plan - Approved 2013-04-16EROSION &SEDIMENT CONTROL PLAN FOR
CASTLE HILL CIDER
TM 49 PARCELS 1860, 1861, 1862, AND 1883
RIV NN ISTRICT, ALBEMARLE COUNTY, VIRGINIA
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OWNER/DEVELOPER
OWNER: DEVELOPER:
Route 231, LLC Castle Hill Cider, LLC
6065 Turlkey Sag Road 6065 Turkey Sag Road
Keswick, VA 22947 Keswick, VA 22947
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6065 Turlkey Sag Road 6065 Turkey Sag Road
Keswick, VA 22947 Keswick, VA 22947
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INDEX TITLE:
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SHEET NO: 1 of 5
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DATE: 04/05/13
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DOM. PROJECT N0:11.01
INDEX TITLE:
SHEET NO: 4 Of 5
DATE: 04/05/13
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DOM. PROJECT N0:11.01
INDEX TITLE:
SHEET NO: 4 Of 5
DATE: 04/05/13
INCLUDING, BUT NOT UMITED 110, ALL UTIUTIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS do POLES, ETC. STANDARDS AND) SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA *STORAGE REQUIREMENTS EQUIVALENT
AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. TO THAT OF TEMPORARY SEDIMENT
PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED TRAP, STD. & SPEC. 3.13
IN BASE BID. 3. ALL EROSION MID SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ( C.Y. /ACRE WET STORAGE
B PERSPECTIVE VIEW
IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT (BELOW BASE OF STONE)
NO COST TO OWNER. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT 67 C.Y. /ACRE DRY STORAGE
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER NOT LIMITED TO„ OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION (BASE OF STONE TO TOP
CONTROL PLAN 'TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. OF STONE BERM) PIPE INVERT -, NATURAL GROUND
MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY
SITE
DATA & GENERAL NOTES
THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE
CONTRACTOR'S COORDINATION RESPONSIBILITIES
GENERAL UTILITY NOTES
EPA. PRIOR TO THE START OF, CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT
1.
THE CONTRACTOR IS REQUIRED TO OBTAIN ANY /ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
1. CONTACT MISS UITIUTIY AT 1(800)552 - 7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND
APPROVED SEDIMENT CONTROL. MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE
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PLANS'
UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE
P S EEDINQ NT
2.
ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO
AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION.
SPECIFICATIONS.
5.98
NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY
GUIDLEUNES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES HAVE BEEN TAKEN FROM AVAILABLE RECORDS AND ARE SHOWN
8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING
1.5
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES
AS AN APPROXIMATE REPRESENTATION ONLY. THE OWNER OR IT'S REPRESENTATIVE(S) HAVE NOT INDEPENDENTLY VERIFIED
1.5
3.
THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE
THIS INFORMATIONS AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT GUARANTEE THE ACTUAL
14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE
9. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
RECORDED /OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION.
EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE
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POSSIBIUTY THAIT ADDITIONAL UTIUTES MAY BE PRESENT THAT ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING
4.
CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF
MATERIALS AND BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES,
STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR
CONFLICTS EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND / OR DIRECTION. INTERPRETATION
AND ELEVATIONS; OF THE POINTS OF CONNECTIONS TO EXISTING UTIUTIES AND, SHALL CONFIRM THAT THERE ARE NO
11. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION
DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK.
INTERFERENCES (WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES WITHIN THE PUBLIC
RIGHTS OF WAY.
5.
THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH
3. WHERE AN EXISTIING UTILITY IS FOUND TO CONFLICT WITH THE PROPSED WORK, OR EXISTING CONDITIONS DIFFER FROM
12. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
PROPOSED WORK HAS BEEN COMPLETED INCLUDING UTILITY POLES.
THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE
13. BORROW, FILL DR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT
UTILITY SHALL BIE ACCURATELY DETERMINED WITHOUT DELAY BY THE CONTRACTOR, AND THE INFORMATION FURNISHED IN
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6.
CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE
WRITING TO THE OWNER'S REPRESENTATIVE FOR THE RESOLUTION OF THE CONFUCT AND CONTRACTOR'S FAILURE TO NOTIFY
THE PERMIT SHALL GOVERN.
ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE
COUNTY CODE.
PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBUGATIONS FOR ADDITIONAL PAYMENTS WHICH
TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE.
7.
CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA
OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHAD. VERIFY LOCATION OF PROJECT FEATURES IN
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MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
ACCORDANCE WITH THE PAPER COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART
GENERAL EROSION AND SEDUffNT CONTROL NOTES
THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
OF THE CONTRACT DOCUMENTS.
OR OTHER CONSTRUCTION.
16. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS /ACRE, AND IN
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE - CONSTRUCTION CONFERENCE, ONE
8.
CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.
OR IN MARCH AND APRIL TOE CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET.
9.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS)
2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM
INCLUDING, BUT NOT UMITED 110, ALL UTIUTIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS do POLES, ETC. STANDARDS AND) SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA *STORAGE REQUIREMENTS EQUIVALENT
AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND REGULATIONS VR 625 -02 -00 EROSION AND SEDIMENT CONTROL REGULATIONS. TO THAT OF TEMPORARY SEDIMENT
PROJECT SITEWORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED TRAP, STD. & SPEC. 3.13
IN BASE BID. 3. ALL EROSION MID SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
10. CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ( C.Y. /ACRE WET STORAGE
B PERSPECTIVE VIEW
IMPACTS TO OFF SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT (BELOW BASE OF STONE)
NO COST TO OWNER. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT 67 C.Y. /ACRE DRY STORAGE
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER NOT LIMITED TO„ OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION (BASE OF STONE TO TOP
CONTROL PLAN 'TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. OF STONE BERM) PIPE INVERT -, NATURAL GROUND
MANAGEMENT PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY
3.18 PROTET
ECTION
(DP
THE VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO
TEMPORARY
SEEDING
EPA. PRIOR TO THE START OF, CONSTRUCTION, THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT
PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING L DISTURBED AREAS ARE TO DRAIN TO
(REQ.)
WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN ACCORDANCE WITH THE VSMP
APPROVED SEDIMENT CONTROL. MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE
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REGULATIONS.
DEVELOPMENT UINTIL FINAL STABIUZATION IS ACHIEVED.
P S EEDINQ NT
12. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND
7. DURING DEWATER;ING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE.
(CF)
SPECIFICATIONS.
5.98
AF
0.32
8. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - PRODUCING
1.5
13. CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES
RAINFALL EVENT'. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL
1.5
SHALL BE IN ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
DEVICES SHALL BE MADE IMMEDIATELY.
6
14. CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE
9. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
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AND LOCAL REGULATIONS, ORDINANCES AND STATUTES.
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10. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY,
15. EXISTING UTIUTIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL,
FREE OF ROOTS„ STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS.
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STATE AND INDIVIDUAL UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR
SHALL COORDINATE U11UTY SERVICE DISCONNECTS WITH THE UTILITY REPRESENTATIVES.
11. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION
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5.1.28.
GENERAL CONSTRUCTION NOTES
12. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE.
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1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBUC RIGHT -OF -WAY, INCLUDING
CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA
13. BORROW, FILL DR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF
DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT
7 :OOAM TO 9:OOPM.
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THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF
14. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR
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THE PERMIT SHALL GOVERN.
ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE
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TO ANY PUBLIC STREET BECAUSE 0 SLIDES, SINKING, OR COLLAPSE.
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2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND
STANDARDS OF VDOT UNLESS OTHERWISE NOTED.
15. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER
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MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
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3. EROSION AND SILTA11ON CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE
THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY.
APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING
OR OTHER CONSTRUCTION.
16. 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 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE,
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4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTIUZED, SEEDED AND MULCHED.
OR IN MARCH AND APRIL TOE CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET.
STRAW MULCH IS TO BE AFPUED AT 80LBS /1OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION
5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL VERTICAL). WHERE REASONABLY
CONTROL INSPECTOR.
OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED.
17. PERMANENT STABILIZATION SHALL BE LIME AND FERTIUZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE
6. PAVED, RIP -RAP OR STABIUZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF
LIMESTONE SHALL BE APPLIED AT 9OLBS /1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL FERTILIZER SHALL
THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABIUZE A
BE APPUED AT IOOOLBS /ACRE AND CONSIST OF A 10 -20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT
DRAINAGE CHANNEL
18OLBS /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 /10OSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE
7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC
COUNTY EROSION CONTROL IINSPECTOR.
CONTROL DEVICES.
18. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING
8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS
TO STRUCTURAL, MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50% OF THE WET
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STORAGE VOLUMIE 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
9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST'COMPLY WITH OSHA STANDARDS
MUST BE CLEANED AND REPAIRED IMMEDIATELY.
FOR THE CONTRUCTION INDUSTRY (29 CFR PART 1926).
19. ALL TEMPORARY( EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE
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10. WORK WITHIN THE LOCAL RIGHTS -OF -WAY SHALL CONFORM TO LOCAL MUNICIPAL STANDARDS.
STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL
WORK WITHIN STATE RIGHTS -OF -WAY SHALL CONFORM TO THE LATEST EDITION OF THE VIRGINIA
INSPECTOR.
DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS FOR HIGHWAYS AND BRIDGES.
MAINTENANCE SCHEDULE:
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11. USE SELECT MATERIAL UNDER BUILDINGS AND STRUCTURES; USE FILL AND BACKFILL MATERIAL
1. THE CONTRACTOR SHAD_ HAVE A RESPONSIBLE LAND DISTURBER ( "RLD "), ON THE SITE THROUGHOUT THE PERIOD DURING
UNDER PARKING AREAS, ROADS, SIDEWALKS, AND OTHER CONCRETE AND PAVED SURFACES; USE
WHIM THE SITE IS UNDER CONSTRUCTION. THE "RLD" SHALL MAINTAIN A DAILY EROSION AND SEDIMENT CONTROL LOG
COMMON FILL MATERIAL FOR GENERAL SITE GRADING. PLACE MATERIAL IN 6" LIFTS.
DEMONSTRATING THAT EROSION AND SEDIMENT CONTROL MEASURES ARE BEING CLOSELY MONITORED AND DEFICIENCIES ARE
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BEING QUICKLY REPAIRED. THE "RLD" SHALL ASSURE THAT ALL CONTROL MEASURES ARE BEING MAINTAINED IN OPTIMAL
12. COMPACT LAYERS OF FILL TO 95 PERCENT BY MODIFIED PROCTOR METHOD PER ASTM D 1557
CONDITION. THE LOG SHALL BE MADE AVAILABLE FOR INSPECTION BY THE PROGRAM AUTHORITY AT ANY TIME DURING
BENEATH AND WITHIN 15 FEET OF BUILDINGS AND BY STANDARD PROCTOR METHOD PER ASTM D
REGULAR BUSINESS HOURS.
698 BENEATH AND WITHIN DETENTION POND EMBANKMENTS, PAVEMENTS, WALKS, AND ROAD
SHOULDERS, INCLUDING AREAS THAT MAY BE USED FOR FUTURE CONSTRUCTION. IN OTHER
2. PRIOR TO CONSTRUCTION CONTRACTOR SHALL SCHEDULE AN ON -SITE MEETING WITH A FLOCCULANT BLOCK SUPPLIER AND
UNPAVED AREAS, COMPACT 90 PERCENT BY STANDARD PROCTOR METHOD PER ASTM D 698. IF
SITE INSPECTOR 1110 DETERMINE IF THE USE OF FLOCCULANTS IS APPROPRIATE FOR THE SITE AND SOIL CONDITIONS.
THE DENSITY OF THE ADJACENT SOIL IS MORE THAN THE DENSITY SPECIFIED, THEN COMPACT TO
A DENSITY NOT LESS THAN THE DENSITY OF THE ADJACENT SOIL
3. THE SITE SUPERINITENDENT OR HIS REPRESENTATIVE SHALL MAKE A VISUAL INSPECTION OF ALL EROSION AND SEDIMENT
CONTROLS ON A DAILY BASIS UNTIL THE SITE IS STABILIZED AND ESPECIALLY AFTER A HEAVY RAINFALL TO ASSURE THAT
13. AREAS ON WHICH FILL IS TO BE PLACED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF
ALL CONTROLS ME IN PLACE AND THAT NONE HAVE BEEN eroded. ANY eroded CONTROL SHALL BE REPAIRED PRIOR TO
TOPSOIL SOIL MATERIALS SHALL BE FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL,
THE END OF EACH WORKDAY TO INCLUDE RESEEDING IF NECESSARY.
VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONAL
MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE -HALF THE UFT THICKNESS. COMMON
4. GRAVEL OUTLET'S SHALL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT MAY PREVENT DRAINAGE. CONTROLS SHALL
FILL MATERIAL SHALL BE UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO
BE INSPECTED AND REPAIRED AFTER EACH RAINFALL AND CLEANED IF SEDIMENT HAS ACCUMULATED TO HALF OF THE
COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. BACKFILL AND FILL
DEVICE'S ORIGINAL HEIGHT.
MATERIAL ASTM D 2487. CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC WITH A MAXIMUM
ASTM D 4318 LIQUID LIMIT OF 35, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 12, AND MAXIMUM
5. ALL EARTHEN STRUCTURES SUCH AS DIVERSION DIKES AND BERMS SHALL BE CHECKED DAILY DURING CONSTRUCTION FOR
OF 25 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. SELECT MATERIAL ASTM D
BREACHING BY EQUIPMENT. ;REPAIRS SHALL BE MADE IMMEDIATELY.
2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING
6. SILT FENCES SHALL BE CHECKED AFTER EACH RAINSTORM TO ASSURE THEY HAVE NOT FALLEN OR BECOME CLOGGED WITH
ASTM D 1140, NO. 200 SIEVE.
SILT. ALL REPAIRS SHALL BE MADE IMMEDIATELY.
14. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE
7 ALL SEEDED AREAS SHALL BE INSPECTED REGULARLY TO SEE THAT GOOD STAND IS MAINTAINED. AREAS WILL BE
THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR
REFERTIUZED AND RESEEDED AS NECESSARY.
STORM INLETS.
8. AFTER CONSTRUC1nON OPERATIONS HAVE ENDED AND DISTURBED AREAS HAVE BEEN STABIUZED, ALL BERMS AND
15. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH
SEDIMENT - TRAPPIING DEVICES MAY BE REMOVED. AFTER REMOVAL, THE GROUND SHALL BE RESTORED TO ITS NATURAL OR
VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS.
PROPOSED CONDITION TO INCLUDE ESTABLISHMENT OF PERMANENT VEGETATION. REMOVAL OF ANY CONTROL IS
CONTINGENT UPON APPROVAL OF THE COUNTY INSPECTOR.
16. ALL EXISTING CURB AND GUTTER ALONG THE FRONTAGE OF THIS SITE IN POOR CONDITION OR
DAMAGED DURING CONSTRUCTION SHALL BE REMOVED AND REPLACED TO THE STANDARDS AND
9. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE AND /OR CONVERT TO PERMANENT STORMWATER
SPECIFICATIONS OF ALBEMARLE COUNTY.
MANAGEMENT FACILITIES (WHERE APPLICABLE) ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF
THE SALE OF AN'Y LOT.
17. IN THE EVENT THAT SUSPECTED CONTAMINATED SOIL, GROUNDWATER, AND OTHER MEDIA ARE
ENCOUNTERED DURING EXCAVATION AND CONSTRUCTION ACTIVITIES BASED ON VISUAL, OLFACTORY,
OR OTHER EVIDENCE, THE CONTRACTOR SHALL STOP WORK IN THE VICINITY OF THE SUSPECT
MATERIAL TO AVOID FURTHER SPREADING OF THE MATERIAL, AND SHALL NOTIFY THE OWNER
IMMEDIATELY SO THAT THE APPROPRIATE TESTING AND SUBSEQUENT ACTION CAN BE TAKEN.
EROSION AND
SEDIMENT CONTROL LEGEND
CONSTRUCTION
[3. 02 ENTRANCE CE
3.18 PROTET
ECTION
(DP
[3. 0 �
DRY VOL.
TEMPORARY
SEEDING
TS
F3O
(REQ.)
PROTECTION INLET
CIP
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3.32
(PROV.)
P S EEDINQ NT
PS
Class Al
(CF)
3.09
CLEAN DIVERSION TER & �� F3.319 DUST CONTROL DC
3.13 SEDIMENT TRAP ST
SILT F LIVI:L
RIPRAP HEADWALL \
CLASS I RIPRAP
VDOT #3, #357, OR #5 COARSE AGGREGATE
MAX. SEDIMENT DEPTH (CLEAN OUT POINT)
AT 1/2 VOLUME OF WET STORAGE AREA
ELEVATION
DRAINAGE AREA
WET VOL.
D1
WET VOL.
DRY VOL.
D2
DRY VOL.
(Acres)
(REQ.)
(ft.)
(PROV.)
(REQ.)
(ft)
(PROV.)
8
('CF)
Class Al
(CF)
(CF)
5.98
(CF)
0.32
579
1.5
230
579
1.5
300
1 CULVERT INLET SEDIMENT TRAP
S5 NOT TO SCALE
Compacted Soil
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' .. Flow
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4.5' MIN
4 TEMPORARY' CLEAN WATER DIVERSION (CWD
S5 NOT TO SCALE
Silt Fence
*1)151ANUL IS b MINIMUM Ir
FLOW IS TOWARD EMBANKMENT
' FLOW
5 SILT FENCE CULVERT INLET PROTECTION
S5 NOT TO SCALE
1. SET THE STAKES.
6' MA)
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FLOW r
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2. EXCAVATE A 4 "X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
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3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH.
FLOW
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SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
\ FM W I 9'
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
2 SILT FENCE SF
S5 NOT TO SCALE
B Existing
A Pavement B
c
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1.
Stone Positive Drainage f
Construction A - To Sediment *Must extend full
Access j Trapping Device width of ingress
and egress operation
PLAN VIEW
70' Min
Stone 3" SM -2A Asphalt
Construction Existing
Access 2% Slooe 2% Slope Pavement
16" 21A Aggregate Base Filter Cloth
Existing
SECTION B -B
Grade
12' Min
Positive Drainage
To Sediment
- z�ns 2% Slope --_- Trapping Device
Filter Cloth
SECTION A -A
NOTE: A minimum water tap of 1" must be installed with a minimum 1"
ballcock shutoff valve supplying a wash hose with a diameter of 1.5" for
adequate constant pressure. Wash waster must be carried away from the paved
construction entrance to an approved settling area to remove sediment. All
sediment shall be prevented from entering storm drains, ditches, or
watercourses.
3 CONSTRUCTION ENTRANCE CE
S5 NOT TO SCALE
PLAN VIEW
'E OUTLET TO
%T AREA WITH
DEFINED CHANNEL
d 50 -
0% - -
d
FILTER CLOTH LKEY IN 6" -9
RECOMMENDED FOR
ENTIRE PERIMETER
SECTION A -A
FOR CULVERTS A & B
Outlet Protection Table
Outlet
Pipe
Diameter
(inn)
Discharge
(cfs)
Apron
Length
(ft)
Upstream Apron
Width (ft)
Downstream
Apron Width
(ft)
Stone
Depth (in)
Ri Stone
ra
p p
Size
CULVERT A
15
6.59
8
4
8
12
Class Al
CULVERT B
15
5.98
8
4
8
12
Class Al
SWM -1
36
35.49
20
6
12
12
Class Al
6 OUTLET PROTECTION TABLE
S5 NOT TO SCALE
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DOM. PROJECT NO:11.0123
INDEX TITLE:
S5
SHEET NO: 5 Of 5
DATE: 04/05/13