HomeMy WebLinkAboutWPO201500050 Plan - E&S Minor Amendment 2015-08-05A STS -1"4 r-01 1- 1 T 1 Al 6 ...... ;A` &a d1i'll''I 16 11 11
RIVANN I TRI T, L EM RLE 0 NTY, VIR INI
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 GOVERN.
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).
GENERAL CONSTRUCTION NOTES FOR STREETS:
1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE
COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-
5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION.
2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR
SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS
SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE,
A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST
RESULTS FOR APPROVAL.
3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR
WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO
BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE.
4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS
WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT
LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED
NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE
OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO
SEVEN (7) FEET.
5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM
TO VDOT CG -9(A, B OR C).
6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO
VDOT STANDARD PE -1.
7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS
SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO.
8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD
THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE
PLANS SHALL BE NULL AND VOID.
9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM
TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING
ORDINANCE AND MANUAL.
10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER
WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY 1N
ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS.
11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS
DETERMINED BY VDOT FOR PUBLIC ROADS.
12. VDOT STANDARD CD -1 OR CD -2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE
MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES.
13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED
INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN
ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY
INSPECTOR PRESENT.
CONTRACTOR'S COORDINATION RESPONSIBILITIES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2. ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER
OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK AND TO FOLLOW ANY GUIDLELINES OR STANDARDS WHICH ARE
ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC, ARE RECORDED/OBTAINED PPIOR TO
THE START OF ANY CONSTRUCTION.
4. CONTRACTOR TO VERIFIY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICTS EXISTS,
CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL EE DONE
AT HIS/HER OWN RISK.
5. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISITING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS
BEEN COMPLETED INCLUDING UTILITY POLES.
6. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REWIRED BY ALBEMARLE COUNTY CODE.
7. CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE
OBTAINED FROM THE DESIGNERS, BUT SHALL VERIFY LOCATION OF PROJECT FEATURES IN ACCORDANCE WWITH THE PAPER
COPIES OF THE PLANS AND SPECIFICATIONS THAT ARE SUPPLIED AS PART OF THE CONTRACT DOCUMENTS.
8. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS, IF A PERMIT EXISTS.
9. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING, BUT NOT
LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN
ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITEWORK SPECIFICATIONS AND SHALL BE
APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID.
10.CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT ADVERSE IMPACTS TO OFFSITE
AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING DAMAGES, IF ANY, AT NO COST TO OWNER.
11. THIS PROJECT DISTURBS MORE THAN ONE ACRE OF LAND AND FALLS WITHIN THE VIRGINIA STORMWATER MANAGEMENT
PROGRAM (VSMP), GENERAL CONSTRUCTION PERMIT (GCP) PROGRAM AS ADMINISTERED BY THE VIRGINIA DEPARTMENT OF
CONSERVATION AND RECREATION (DCR) UNDER THE JURISDICTION OF THE EPA. PRIOR TO THE START OF CONSTRUCTION,
THE CONTRACTOR SHALL FILE A GCP NOTICE OF INTENT WITH THE DCR AND PREPARE A STORMWATER PREVENTION PLAN IN
ACCORDANCE WITH THE VSMP REGULATIONS.
12.CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS.
13.CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION ACTIVITIES SHALL BE IN
ACCORDANCE WITH OSHA STANDARDS AND LOCAL REQUIREMENTS.
14.CONTRACTOR SHALL DISPOSE OF DEMOLITION DEBRIS IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL
REGULATIONS, ORDINANCES AND STATUTES.
15.EXISTING UTILITIES SHALL BE TERMINATED, UNLESS OTHERWISE NOTED, IN CONFORMANCE WITH LOCAL, STATE AND INDIVIDUAL
UTILITY COMPANY STANDARDS SPECIFICATIONS, AND DETAILS. THE CONTRACTOR SHALL COORDINATE UTILITY SERVICE
DISCONNECTS WITH THE UTILITY REPRESENTATIVES.
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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 FIRST 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, VNOOD, 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 TRANSPORTIED 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:OOAM TO 9:OOPM.
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT 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 OF 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 50/50 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 MIILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF.
ALTERNATIVES ARE SUBJECT TO APPROVAL 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/1000SF, 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 APPROVAL 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.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF
APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER
THE DATE THE LAND DISTURBING ACTIVITY COMMENCES. (WATER PROTECTION ORDINANCE SECTION 17-207B)
El Cover S heet
E2 Erosion and Sediment Control Plan
SITE DATA
DEVELOPER
SOUTHERN DEVELOPMENT
A
170 SOUTH PANTOPS DRIVE
CHARLOTTESVILLE, VIRGINIA 22911
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ATTN: CHARLES ARMSTRONGLu
434-245-0894
APPROVED�
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OWNERS
by the Albear axle COLlilty
Commun4 Development De atimeri
PANTOPS - LAKERIDGE, L.L.C.
LIBERTY LAND LTD.
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170 SOUTH PANTOPS DRIVE
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660 HUNT;RS PL #101Fle
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CHARLOTTESVILLE , VA 22911
CHARLOTTESVILLE , VA 22901
ATTN: CHARLES ARMSTRONG
ATTN: RICHARD L. BEYER
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LOT 101
LOT 100
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1960 TREMONT ROAD
2000 TREMONT ROAD
CHARLOTTESVILLE , VA 22911
CHARLOTTESVILLE , VA 22911
ATTN: A. GORDON GLEDHILL
ATTN: DONALD P. DEBANICO
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RIVANNA WATER
ASHCROFT NEIGHBORHOOD ASSOC. INC.
& SEWER AUTHORITY
1990 SASSAFRAS CIRCLE
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695 MOORES CREEK LAME
CHARLOTTESVILLE , VA 22911
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CHARLOTTESVILLE , VA 22902
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ENGINEER:
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DOMINION ENGINEERING & DESIGN
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172 SOUTH PANTOPS DR.
10
CHARLOTTESVILLE, VA 22:911
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ATTN: MIKE MYERS
LIMITS OF DISTURBANCE = 0.67 AcZ
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SOURCE OF SURVEY: JANUARY 7, 2008 SURVEY BY DOMINION DEVELOPMENT RESOURCES
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SOURCE OF TOPOGRAPHY:
J.H. BELL AERIAL SURVEY SUPPLEMENTED BY WW ASSOCIATES 02-08
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MAGISTERIAL DISTRICT:
RIVANNA DISTRICT
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TAX MAP REFERENCES:
TAX MAP 78 PARCEL 57, TAX MAP 78A PARCEL 1,
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TAX MAP 78A PARCEL 1B, TAX MAP 78A PARCEL 4-H,
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TAX MAP 78A PARCEL 4-101, TAX MAP 78A PARCEL 4-100
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ZONING:
RA, R1 (CLUSTER PROVISIONS) &PRD (PLANNED RESIDENTIAL)
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EXISTING USES:
VACANT, RESIDENTIAL, OPEN SPACE, AGRICULTURAL & WATER STORAGE TANK
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PROPOSED USE:
VACANT, RESIDENTIAL, OPEN SPACE, AGRICULTURAL & WATER STORAGE TANK
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SURVEY DATUM: THE HORIZONTAL DATUM IS BASED ON A PLAT BY DOMINION DEVELOPMENT RESOURCES ENTITLED
"BOUNDARY SURVEY ON A PORTION OF TAX MAP 78 PARCEL 57" DATED
JANUARY 7, 2008. THE VERTICAL DATUM IS NAVD 88.
NOTES:
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1. WPO 2007 00104 THE IMPROVEMENTS
AND GRADING ASSOCIATED WITH HAVE BEEN SHOWN AS EXISTING WITH THIS PLAN FOR
COORDINATION PURPOSES.
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2. THIS PROPERTY LIES IN ZONE "X"
ON FEMA FIRM MAP 51003C 0287 D, DATED 2/4/05.
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3. WATERLINE CONSTRUCTION IS PERMITTED ON THE ADJACENT PROPERTIES PER D.B. 802, PG. 411 & D.B. 1138, PG. 749.
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PERMANENT & TEMPORARY SEEDING STABILIZATION
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PERMANENT SEEDING SHALL BE APPLIED
WITHIN SEVEN (7) DAYS AFTER FINAL
W
GRADING IS COMPLETED.
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TEMPORARY SEEDING SPECIFICATIONS:
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FEBRUARY 16 THROUGH APRIL 30:
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USE ANNUAL RYEGRASS AT 60 TO 100 LBS/ACRE
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MAY 1 THROUGH AUGUST 31:
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USE GERMAN MILLET AT 50 LBS/ACRE
SEPTEMBER 1 THROUGH FEBRUARY 15:
USE A 50/50 MIX OF ANNUAL RYE AND
WINTER RYE AT 50 TO 100 LBS/ACRE
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PERMANENT SEEDING SPECIFICATIONS:
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FEBRUARY 16 THROUGH AUGUST 15:
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KENTUCKY 31 FESCUE - 128 LBS/ACRE;
ANNUAL RYE - 20 LBS/ACRE
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MAY 1 THROUGH APRIL 30: DOM. PROJECT NO:11.0
KENTUCKY 31 FESCUE - 128 LBS/ACRE; FOXTAIL MILLET - 20 LBS/ACRE --
INDEX TITLE:
AUGUST 16 THROUGH OCTOBER 31:
KENTUCKY 31 FESCUE - 128 LBS/ACRE; WINTER RYE - 20 LBS/ACRE
MULCHING SPECIFICATIONS: E t
STRAW OR HAY AT A RATE OF 2 TONS/ACRE, MUST BE ANCHORED. SPREAD
WITH MULCH BLOWER OR BY HAND.
SHEET NO: 1 OF 2
DATE: 06/30/15
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E+S AMENDMENT NARRATIVE
THIS PLAN IS AN EROSION AND SEDIMENT CONTROL AMEND EN TO WPO
- M T
2007 00104 FOR ADDITIONAL 0.67 -ACRES OF LAND DISTURBANCE FOR E
TH
INSTALLA11ON OF APPROXIMATELY 1,364 LF OF 8" WATERMAIN FROM THE
END OF HYLAND RIDGE DRIVE TO TREMONT ROAD AND WILL BE
INCORPORATED INTO THE SWPPP FOR THE SITE. FROM THE CONNECTION IN
HYLAND RIDGE DRIVE, THERE IS AN APPROXIMATE 540 -LF PORTION OF THE
WATERMAIN THAT IS LOCATED IN EXISTING WOODED AREA IN BETWEEN
PROPOSED LOTS R3 AND R4) THAT WILL NEED TO BE CLEARED FOR
INSTALLATION OF THE WATERMAIN. BEYOND THAT THE WATERMAIN IS
LOCATED IN A CLEARED RIGHT-OF-WAY FOR WOODS ROAD AS IT EXTENDS
UP TO TREMONT ROAD. NOTE THAT THE INSTALLA11ON OF THE 8"
WATERMAIN WAS APPROVED ON A SITE PLAN AMENDMENT ENTITLED
'NYLAND RIDGE - OFFSITE WATER" PREPARED BY WW ASSOCIATES, AND
APPROVED FOR CONSTRUCTION BY THE ACSA ON NOVEMBER 2, 2008 AND
RE -APPROVED ON MARCH 18, 2015. HOWEVER, THE PLAN WAS NEVER
ROUTED THROUGH ALBEMARLE COUNTY ENGINEERING FOR E+S. BASED ON
RECENT DISCUSSIONS WITH KENNY THACKER, THE E+S CONTROLS FOR THE
WATERMAIN INSTALLATION MAY BE SHOWN ON AN AMENDMENT TO THE
OVERALL NYLAND RIDGE WPO 2007-00104 PLAN. FOR THE WATERMAIN
CONSTRUCTION, THE CONTRACTOR IS TO PROVIDE SEEDING AND STRAWING
AS THE WATERMAIN TRENCH IS BACKFILLED AS HE PROGRESSES UP HILL.
FOLLOWING SEED AND STRAW OPERATIONS, CONTRACTOR IS TO PROVIDE
SILT FENCE ALONG THE CONTOUR IN LOCATIONS AS SHOWN ON THE PLAN.
SILT FENCE IS TO BE REMOVED WHEN THE CLEARED AREA IS STABILIZED
AND ONLY WITH PERMISSION FROM THE COUNTY E+S INSPECTOR.
LIMITS OF DISTURBANCE = 0.67 Ac
1. SET THE STAKES
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
2. EXCAVATE A 4" x 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
�_ 6"
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TO STAKES AND EXTEND
IT INTO THE TRENCH.
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4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEE I FLUW INS I ALLA I ION
(PERSPECTIVE VIEW)
POINT A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
1�LT F�l��� D�TA�L ��'
NOT TO SCALE
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