SW4211201_Plansheet EC1.0 - Cover Sheet_20220113

PROJECT DATA & NOTES:
PROJECT NAME AND LOCATION
THE GROVE
0 PINEY GROVE ROAD
BELEWS TOWNSHIP
FORSYTH COUNTY, NORTH CAROLINA
LAT 35.2102' LONG:-80.0534'
901-F PAVERSTONE DRIVE JOHN F. OGLESBY, PE
RALEIGH, NC 27615 115 E. THIRD STREET / PO BOX 1250
[phone] WENDELL, NC 27591
[phone]
PROPERTY INFORMATION
PIN: 6889-98-2895
OVER. JUDY COOKE ABEE
DEED BOOK 3403 PAGE 4215, PLAT BOOK 73 PAGE 113
GENERAL NOTES
1. TOTAL DISTURBED AREA = 1.5 ACRES
2. PROPOSED LAND USE IS PRIVATE RESIDENTIAL (EXEMPT SUBDIVISION)
J. PROJECT CONSISTS OF CONSTRUCTING SUBDIVISION STREET TO
ACCESS LOTS
4. ALL SLOPES SHALL BE 3:1 OR FLATTER.
5. WETLANDS OR JURISDICTIONAL STREAMS DO NOT EXIST WITHIN THE
PROJECT AREA; CLEAN WATER ACT PERMITS ARE NOT REQUIRED.
6. HORIZONTAL AND VERTICAL LOCATION OF BOUNDARY AND LAND
FEATURES PROVIDED BY TRIAD LAND SURVEYING, PC, (336)
993-9650, LAND TOPOGRAPHY DATA IS FROM FORSYTH COUNTY GIS
AND WAS PROVIDED TO CONSULTANT BY TRIAD LAND SURVEYING
Z NCDOT IS RESPONSIBLE FOR MAINTENANCE OF THE DRIVEWAY PIPE
WITHIN THE RIGHT-OF-WAY OF PINEY GROVE ROAD.
8 LOT OWNERS WILL BE RESPONSIBLE FOR MAINTENANCE OF THE
PRIVATE STREET AND STORMWATER CONVEYANCE.
ENVIRONMENTAL NOTES:
1. PROPERTY IS LOCATED IN THE ROANOKE RIVER BASIN:
STORWATER RUNOFF FLOWS TO EAST FORK BELEWS CREEK-BELEWS LAKE
STREAM INDEX: 22-27-8-(2)
STREAM CLASSIFICATION: B
2. THE SITE DOES NOT INCLUDE SIGNIFICANT OR ENDANGERED SPECIES
J. THE SITE INCLUDES VEGETATION THAT IS PART OF THE NATIVE
LANDSCAPING, INCLUDING BUT NOT LIMITED TO UNDER- STORY TREES AND
SHRUBS
t THE SITE ALSO INCLUDES STANDS OF VOLUNTEER/NATIVE CANOPY TREES
THAT ARE GREATER THAN 6-INCHES IN DBH.
5. CARE SHALL BE TAKEN TO ENSURE THE PRESERVATION OF EXISTING
VEGETATION.
6. THERE ARE NO JURISDICTIONAL WETLAND AND/OR STREAMS LOCATED
PROJECT AREA (DISTURBANCE FOR ROAD).
PLAN NOTES:
1. THESE PLANS ARE FOR CONSTRUCTION OF PRIVATE STREET TO ACCESS
PROPOSED LOTS, AND THE CONTRACTOR SHALL PERFORM ALL WORK
NECESSARY TO COMPLETE THE WORK SHOWN ON THE PLANS OR DESCRIBED
IN THE SPECIFICATIONS IN A SATISFACTORY MANNER UNLESS OTHERWISE
PROVIDED. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, EQUIPMENT,
TOOLS, LABOR, AND INCIDENTALS TO COMPLETE THE WORK
2. WHERE DISCREPANCIES ARE FOUND ON PLANS OR DETAILS, OR BETWEEN
THESE PLANS AND AVAILABLE RECORDS PROVIDED BY OTHERS, THE
CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER PRIOR TO BEGINNING
CONSTRUCTION. THE CONTRACTOR SHALL BEAR THE FULL COST OF
REMOVAL, REPLACEMENT, DELAY, AND MOBILIZATION RELATED TO FAILURE
TO REVIEW ALL PLANS
J. ALL CONSTRUCTION SHALL CONFORM TO LOCAL, COUNTY AND STATE
REQUIREMENTS AND SPECIFICATIONS
4. LOCATION AND ELEVATION OF EXISTING STORM DRAINAGE STRUCTURES AND
PIPES SHOWN ON THESE PLANS WERE OBTAINED FROM AVAILABLE RECORDS
AND SURVEY DATA. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR
TO DETERMINE THE EXACT LOCATIONS AND ELEVATIONS OF EXISTING STORM
DRAINAGE STRUCTURES AND PIPES PIPES PRIOR TO COMMENCING
CONSTRUCTION.
5. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS NOT AVAILABLE. IT
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE
EXACT LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES WITHIN WORK
AREA.
6. IF EXISTING UTILITY CONFLICTS WITH PROPOSED IMPROVEMENT INSTALLATION,
THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE
PROCEEDING WITH CONSTRUCTION.
Z ANY CONDITIONS DISCOVERED AND/OR EXISTING THAT WOULD NECESSITATE
A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE ATTENTION
OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
& THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY
RELOCATIONS, RE -ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF
EXISTING UTILITIES WITH APPLICABLE AUTHORITIES/OWNERS
9. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES
HAS BEEN DETERMINED. CALL "NC ONE CALL" AT LEAST 48 HOURS BEFORE
COMMENCING CONSTRUCTION.
10. THE CONTRACTOR SHALL BEAR THE FULL COST OF REMOVAL,
REPLACEMENT, AND DELAY RELATED TO UNVERIFIED EXISTING CONDITIONS
11. THE CONTRACTOR SHALL COORDINATE ANY REQUIRED TRAFFIC CONTROL
WITH COUNTY AND/OR NCOOT.
12. LIMITS OF CONSTRUCTION EASEMENTS AND RIGHTS -OF -WAY SHALL BE
DELINEATED WITH TEMPORARY STAKING BY THE CONTRACTOR. SAFETY
FENCING SHALL BE UTILIZED WHERE WORK IS IN CLOSE PROXIMITY TO
RESIDENCES, TRAILS, OR OTHER PUBLIC AREAS
13. CLEARING AND GRUBBING OF THE SITE TO INCLUDE REMOVAL OF
STRUCTURES, GRAVEL, AND ANY OTHER FEATURES INCLUDING TREES,
SHRUBS, STUMPS, AND DEBRIS LANDSCAPE FEATURES NOT REQUIRED TO
BE CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE
DIRECTED.
14. ANY FEATURES DAMAGED OR OTHERWISE DISTURBED BY THE CONTRACTOR
SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
15. THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST AND EROSION
DURING CONSTRUCTION AT HIS EXPENSE. PARKING AREAS SHALL BE
WATERED TO CONTROL DUST WHEN DIRECTED BY THE ENGINEER
16. NO WARRANTY IS MADE FOR THE SUITABILITY OF THE SUBGRADEE,
UNDERCUT AND ANY REQUIRED REPLACEMENT WITH SUITABLE MATERIAL
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
I Z THE CONTRACTOR IS TO ENSURE THAT PAVEMENT AND OTHER FINISHED
SURFACES ARE PLACED SO AS TO DRAIN POSITIVELY.
EROSION 8c SEDIMENTATION CONTROL PLAN FOR
THE GROVE SUBDIVISION ACCESS ROAD
CONSTRUCTION SEQUENCE:
1. OBTAIN PLAN APPROVAL AND NECESSARY PERMITS FOR GRADING.
2. SCHEDULE PRE -CONSTRUCTION MEETING WITH CONSULTANT, CONSTRACTOR
AND LOCAL EROSION CONTROL INSPECTOR.
J. STAKE/FLAG CLEARING LIMITS AND SILT FENCE LOCATIONS
4. INSTALL SILT FENCE DOWNSTREAM FROM AREAS TO BE CLEARED, ONLY
CLEARING WHAT IS NECESSARY TO INSTALL SILT FENCE.
5. CALL FOR INSPECTION AND COMMENCE CLEARING UPON APPROVAL.
6. BEGIN STRIPPING AND ROUGH GRADING OF ROADWAY,• INSTALL PIPE
CULVERTS WITH PIPE INLET PROTECTION.
Z INSTALL CHECK DAMS AND WATTLES IN SWALES AS FINISHED GRADE IS
APPROACHED.
& STABILIZE ALL BARE SOIL ACCORDING TO TIMELINES AND GUIDELINES
9. COMPACT ROADWAY SUBGRADE AND INSTALL GRAVEL AND PAVEMENT.
10. INSTALL PERMANENT REINFORCEMENT MATTING AS SHOWN IN SWALES,
INSPECT ALL AREAS TO ENSURE VEGETATION IS HEALTHY.
11. RE -GRADE, SMOOTH AND RESEED AREAS THAT HAVE ERODED, INSTALL
TEMPORARY MATTING AS NECESSARY.
12. CALL FOR FINAL INSPECTION AND OBTAIN NOTICE OF COMPLETION.
0 PINEY GROVE ROAD - BELEWS CREEK TOWNSHIP
FORSYTH COUNTY, NORTH CARLINA
INDEX TO DRA WINGS
SHEET No.
DESCRIPTION
DRAWING No.
1
OF
7
COVER SHEET, NOTES & LOCATION MAP
EC1.0
2
OF
7
EXISTING CONDITIONS & OVERALL SUBDIVISION PLAN
EC2.0
3
OF
7
ROADWAY PLAN & PROFILE - GRADING, DRAINAGE, & EC
EC3.0
4
OF
7
ROADWAY PLAN & PROFILE - GRADING, DRAINAGE, & EC
EC3.1
5
OF
7
ROADWAY PLAN & PROFILE - GRADING, DRAINAGE, & EC
EC3.2
6
OF
7
ESC DETAILS & STABILIZATION GUIDELINES
EC4.0
7 OF
7
ESC DETALS & NCGO1 NOTES
EC4.1
PROJECT NARRA TI VE:
THE GROVE SUBDIVISION PLAN CONSIST OF SUBDIVIDING AN EXISTING PARCEL
INTO LOTS GREATER THAN OR EQUAL TO 10 ACRES (EXEMPT S/D). THE NEW
LOTS WILL REQUIRE AN ACCESS ROAD THAT WILL REQUIRE CLEARING,
GRUBBING, GRADING, DRAINAGE AND EROSION CONTROL.
THE MAIN GOAL OF THIS EROSION AND SEDIMENT CONTROL PLAN IS TO
PREVENT INITIAL EROSION OF SOIL PARTICLES; TO REDUCE SEDIMENTATION TO
WHAT CAN BE CONTROLLED WITH WATTLES AND ROCK CHECK DAMS IN
CHANNELS BEFORE SEDIMENT CAN LEAVE THE SITE CONSTRUCTION WILL NOT
TAKE LONG AND WILL REDUCE CHANCES OF SIGNIFICANT SEDIMENTATION. THE
PROPOSED CHANNELS WILL STORE SEDIMENT AND BE MAINTAINED FOLLOWING
EACH RAINFALL EVENT. AREAS WILL BE SEEDING & MULCHED TEMPORARILY
AND PERMANENTLY AS SOON AS POSSIBLE TO PREVENT EROSION, EROSION
CONTROL BLANKETS WILL BE USED AS NECESSARY TO REDUCE SEDIMENT
ACCUMULATION.
PERMANENT ROCK CHECK DAMS WILL BE INSTALLED TO SLOW WATER IN
STEEPER CHANNELS HOMEOWNERS WILL BE RESPONSIBLE FOR MAINTENANCE.
MAINTENANCE PLAN
1. ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER ANY
RAINFALL, REPAIRS MADE IMMEDIATELY IF NECESSARY.
2 SEDIMENT IS TO BE REMOVED FROM SWALES AND DIVERSIONS WHEN
THEY ARE APPROX. 509' FILLED OR WHEN SEDIMENT LEVEL IS WITHIN
1.0' OF TOP OF BANK
J. SEDIMENT IS TO BE REMOVED FROM SILT FENCE AND INLET PROTECTION
MEASURES WHEN 0.5' DEEP, FABRIC AND STONE TO BE REPAIRED AS
NEEDED TO MAINTAIN A SEDIMENT BARRIER.
4. SEEDED AREAS SHALL BE FERTILIZED, MULCHED, AND RE -SEEDED AS
NECESSARY, ACCORDING TO THE SPECIFICATIONS PROVIDED, TO
MAINTAIN A SUITABLE VEGETATIVE COVER.
5. THE CONSTRUCTION ENTRANCE SHALL BE MAINTAINED IN SUCH A
MANNER AS TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
CONSTRUCTION SITE; TOP DRESSING WITH 2-INCH STONE MAY BE
REQUIRED.
6. IMMEDIATELY REMOVE SEDIMENT SPILLED, WASHED, OR TRACKED ONTO
PUBLIC ROADWAYS
Z INSPECT SEDIMENT BASINS AS DIRECTED, REMOVE SEDIMENT FROM
ENTIRE BASIN AND RESTORE BASIN TO ORIGINAL DIMENSIONS WHEN
SEDIMENT ACCUMULATES TO ONE-HALF THE BASIN DEPTH, INSPECT
OUTLET TO ENSURE IT IS PROPERLY FUNCTIONING.
& IF SKIMMER/OUTLET IS CLOGGED WITH TRASH, DISLODGE BY JERKING
THE ROPE UP AND DOWN OR PULL SKIMMER TO SIDE OF BASIN AND
REMOVE DEBRIS BY HAND, INSPECT ORIFICE.
9. REMOVE SEDIMENT FROM BEHIND BAFFLES ONCE ACCUMULATION HAS
REACHED ONE-HALF THE HEIGHT OF THE FIRST BAFFLE, REPLACE
BAFFLES PROMPTLY IF THEY COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE
10. INSPECT CHECK DAMS AS DIRECTED AND CLEAR STONE OF DEBRIS AND
ACCUMULATED SEDIMENT,• TAKE CARE NOT TO DAMAGE OR UNDERCUT
THE STRUCTURAL STONE DURING SEDIMENT REMOVAL, REPLACE
SEDIMENT STONE AS NEEDED.
11. REFER TO MAINTENANCE SPECIFICATIONS AND REQUIREMENTS IN THE
NORTH CAROLINA "EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL."
STOCKPILE NOTES
1. A 25-FOOT TEMPORARY MAINTENANCE AND ACCESS EASEMENT SHALL
BE MAINTAINED AROUND ALL PROPOSED STOCKPILES, EROSION CONTROL
MEASURES SURROUNDING THE STOCKPILE SHALL BE SHOWN AT THE
OUTER LIMIT OF THE EASEMENT.
2 STOCKPILE FOOTPRINTS SHALL BE SETBACK A MINIMUM OF 25' FROM
ADJACENT PROPERTY LINES
J. STOCKPILE HEIGHT SHALL NOT EXCEED 35 FEET.
4. STOCKPILE SLOPES SHALL BE 2:1 OR FLATTER.
5. APPROVED MEASURES SHALL BE USED TO CONTROL SEDIMENT LOSS
FROM STOCKPILE.
6. STOCKPILING OF MATERIALS ADJACENT TO A CHANNEL, DRAINAGEWAY,
WATERCOURSE, WETLAND, STREAM BUFFER, OR OTHER BODY OF WA TER
SHALL BE AVOIDED UNLESS AN ALTERNATIVE LOCATION IS
DEMONSTRATED TO BE UNAVAILABLE.
Z ANY CONCENTRATED FLOW LIKELY TO AFFECT THE STOCKPILE SHALL BE
DIVERTED TO AN APPROVED MEASURE.
& OFF -SITE SPOIL OR BORROW AREAS MUST BE IN COMPLIANCE WITH
WAKE COUNTY ORDINANCES AND STATE REGULATIONS; ALL SPOIL
AREAS OVER ONE ACRE ARE REQUIRED TO HAVE AN APPROVED
SEDIMENT CONTROL PLAN. THE DEVELOPER/CONTRACTOR SHALL NOTIFY
WAKE COUNTY OF OFFS17E DISPOSAL OF SOIL PRIOR TO DISPOSAL. FILL
OF FEMA FLOODWAYS AND NON -ENCROACHMENT AREAS ARE
PROH18171ED EXCEPT AS OTHERWISE PROVIDED BY SUBSECTION 14-19-2
OF THE WAKE COUNTY UNIFIED DEVELOPMENT ORDINANCE
(CERTIFICATIONS AND PERMITS REQUIRED).
SOIL STABILIZATION NOTES
1. SOIL STABILIZATION TIMEFRAMES:
SIIE AREA DESCRIPRON
STABIUZA71ON
71MEFRAAIE EXCEPRONS
PERIMETER DIKE,%SWALES
7 DAYS
NONE
DITCHES AND SLOPES
HIGH QUALITY ZONES(HOW)
7 DAYS
NONE
SUES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10 FT Of? LESS IN LENGTH
AND ARE ARE NOT STEEPER THAN k 1,
14 DAYS ARE ALLOWED
SUES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN
50 FT IN LENGTH
ALL OTHER AREAS WITH SUES
14 DAYS
NON& EXCEPT FOR PERIMETER AND
FLATIER THAN 4:1
HOW ZONES
2. DENUDED AREAS MUST BE STABILIZED WITHIN FIFTEEN (15) WORKING
DAYS OF CEASE OF ANY PHASE OF ACTIVITY. ALL SLOPES MUST BE
STABILIZED WITHIN TWENTY-ONE (21) CALENDAR DAYS OF CEASE OF
ANY PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, CHANNELS
AND STOCKPILES
J. THIS PLAN IS TO BE UTILIZED AND REVIEWED ONLY IN CONJUNCTION
WITH THE WRITTEN NARRATIVE, WHICH IS AN INTEGRAL PART OF THIS
EROSION AND SEDIMENT CONTROL PLAN.
4. ALL FINISHED SLOPES SHALL BE 3:1 OR FLATTER.
5. NO WETLANDS EXIST WITHIN LIMITS OF DISTURBANCE.
6. SEE STABILIZATION GUIDELINES
CjESC PLAN LEGEND
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ENGINEERING
LICENSE # C-2710
ENGINEERING
LAND PLANNING
COMMERCIAL / RESIDENTIAL
P.O. BOX 1250
WENDELL, NC 27591
[phone]
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PROJECT NO.: 21-0577
Sheet EC 1.0
Sheet No. 1 OF 7