SW5220101_Plansheet - Notes_20220124

TEMPORARY SEDIMENT TRAP
DESIGN TABLE
SEDIMENT TRAP ID
ST-1
DRAINAGE AREA (AC.)
1.52
DISTURBED AREA (AC.)
1.21
FLOW Q10 (CFS)
6.3
BOTTOM ELEVATION (FT)
269.5
SEDIMENT DEPTH (FT)
2.0
FREEBOARD (FROM
SEDIMENT DEPTH)
3
DEPTH TO CREST OF RISER
(FT)
4
DEPTH TO CREST OF
EMERGENCY SPILLWAY
N/A
(FT)
SIDE SLOPES
3.0 H:1V
SPILLWAY LENGTH (FT)
N/A
HEIGHT OF BERM (FT)
5 @ 274.50
TOP OF TRAP LENGTH (FT)
187
TOP OF TRAP WIDTH (FT)
43
STORAGE VOLUME
REQUIRED (FT 3)
2178
STORAGE VOLUME
PROV'D. (FT 3)
6140
SEDIMENT SURFACE AREA
REQ'D (FTZ)
2050
SEDIMENT SURFACE AREA
PROV'D (FTZ)
4230
NUMBER OF SKIMMERS
1
SKIMMER SIZE (IN)
2
SKIMMER ORIFICE SIZE
(IN)
1
Notes:
1. SIDE SLOPES PERTAIN ONLY FOR THE
VERTICAL HEIGHT FROM THE BASE TO THE
TOP OF BERM, 2H:1V ABOVE THAT.
2. SEE DETAILS ON SILT FENCE BAFFLE
SPACING.
Know what's below.
Call before you dig.
NPDES SELF -INSPECTION PROGRAM:
EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING ACTIVITY LARGER THAN ONE (1) ACRE
MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION IN
WRITING. ALL EROSION AND SEDIMENTATION CONTROL MEASURES, INCLUDING, BUT NOT LIMITED TO,
SEDIMENTATION CONTROL BASINS, SEDIMENTATION TRAPS, SEDIMENTATION PONDS, ROCK DAMS,
TEMPORARY DIVERSIONS, TEMPORARY SLOPE DRAINS, ROCK CHECK DAMS, SEDIMENT FENCE OR BARRIERS, 2
ALL FORMS OF INLET PROTECTION, STORM DRAINAGE FACILITIES, ENERGY DISSIPATERS, AND STABILIZATION 2
METHODS OF OPEN CHANNELS MUST BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER,
OR THEIR AGENT.
OFFSITE SPOIL NOTE:
IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW
SITE MUST BE INCLUDED IN THE LAND -DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE
ALREADY HAS A SEPARATE LAND -DISTURBANCE PERMIT.
STAGE 1 SPECIFIC SEQUENCE
1. OBTAIN LAND DISTURBING PERMIT AND PLACARD, AND POST THE PLACARD ON SITE.
C2.PERPDE:REQUIREMENTS, A RAIN GAUGE, SELF -INSPECTIONS RECORDS, PERMIT, CERTIFICATE OFRAGD S&E PLAN ARE REQUIRED TO BE MAINTAINED ON SITE AND ACCESSIBLE DURINGCTIOIS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT THE BEGINNING ORANCROJECT.
3. OBTAIN AN APPROVED (STAMPED) S&E CONTROL PLAN AND KEEP IT ON SITE, EITHER IN THE INSPECTION
BOX, CONSTRUCTION OFFICE OR WITH THE CONTRACTOR.
4. SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE MUNICIPALITY AND OBTAIN A LAND DISTURBANCE
PERMIT.
5. NO TIMBERING OR DEMOLITION OF EXISTING STRUCTURES WILL BE ALLOWED UNTIL PLAN IS APPROVED.
6. MINIMAL CLEARING AND GRUBBING TO INSTALL PERIMETER MEASURES AND CONVEYANCES WILL BE
ALLOWED. STAGED STABILIZATION ON BARE SOILS OF SLOPES AND OTHER COMPLETE OR INACTIVE AREAS
WILL BE DONE IN ATIMELY MANNER AS OUTLINED UNDER NPDES PERMIT CONDITIONS.
7. INSTALL TREE PROTECTION FENCING ACCORDING TO THE APPROVED EROSION CONTROL PLAN. CALL THE
MUNICIPALITY EROSION CONTROL FOR INSPECTION AND OBTAIN PERMIT.
8. INSTALL TEMPORARY CONSTRUCTION FENCE, CONSTRUCTION ENTRANCE, SILT FENCING, SILT FENCE
OUTLETS AND INLET PROTECTION AS SHOWN ON APPROVED STAGE 1 EROSION CONTROL PLAN. GRADE
ONLY AS NECESSARY TO INSTALL THESE DEVICES. INSTALL SILT FENCE OUTLETS AT LOW POINTS IN THE SILT
FENCING AS NEEDED TO PREVENT BLOWOUTS.
9. INSTALL DIVERSION DITCHES/BERMS AND INLET PROTECTION ON EXISTING INLETS AS SHOWN. CONTRACTOR
TO DIVERT RUNOFF TO PROPOSED SEDIMENT TRAP.
2 10. ALL DITCHES SHALL BE LINED TO THE TOP OF BANK.
11. CONSTRUCTION FENCING SHALL BE PLACED ALONG LIMITS OF DEMOLITION. CONTRACTOR SHALL PLACE
AND PHASE AS NECESSARY. ACCESS POINTS AND LIFE -SAFETY EGRESS SHALL COMPLY WITH OSHA
REQUIREMENTS.
12. IF A STOCKPILE IS NECESSARY DUE TO EXCAVATION OF THE SEDIMENT TRAP/BASIN, PLACE A DOUBLE ROW
OF SILT FENCE 10 FEET APART. TREES AND GROUNDCOVER MAY BE REMOVED ONLY AS NECESSARY FOR
THIS STOCKPILE. IF MATERIAL IS GOING TO BE HAULED OFF -SITE, A SEPARATE EROSION CONTROL PERMIT
MUST BE OBTAINED FOR THE DESTINATION OF THE MATERIAL.
13. NOTIFY THE MUNICIPALITY S&E SITE INSPECTOR AFTER MEASURES HAVE BEEN INSTALLED AND PROJECT HAS
STARTED.
14. STABILIZE ALL DISTURBED AREAS AND OTHER CRITICAL EROSION CONTROL AREAS IMMEDIATELY UPON
INSTALLATION.
15. ONCE APPROVED, BEGIN DEMOLITION OF EXISTING PARKING FIELD AND ASSOCIATED STRUCTURES AS
OUTLINES ON THE DEMOLITION PLAN (SHEET C1.01) AND BEGIN GRADING REMAINDER OF THE SITE.
MAINTAIN EROSION CONTROL DEVICES AS NEEDED.
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16. ALL CUT OR FILL SLOPES, SOIL PILES, UPSTREAM AND DOWNSTREAM BASIN SLOPES WILL BE COVERED WITH
A SUITABLE RECP AFTER SEEDBED PREP, ADDITION OF SOIL AMENDMENTS AND SEEDING.
' 17. ANY BARE SOILS BETWEEN DOWNSTREAM TOE OF BASINS AND/OR DIVERSIONS AND THE PERIMETER
MEASURES WILL BE SEEDED AFTER SEEDBED PREP WITH SOIL AMENDMENTS, MULCHED AND TACK.
18. STABILIZE GRADED AREAS AS THEY ARE CLEARED. TEMPORARILY SEED AND MULCH DENUDED AREAS. ONCE
FINAL GRADE HAS BEEN ACHIEVED, PAVE OR PERMANENTLY SEED ALL AREAS AND SLOPES.
19. MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAIN EVENT THROUGHOUT
CONSTRUCTION.
20. NO CRITICAL AREAS ON SITE
CONTACT PERSON FOR MAINTENANCE
REGGIE BARNACASCEL
MOBILE: [phone]
OFFICE: 252-937-6200 X 1350
STAGE 2 SPECIFIC SEQUENCE
1. CONSTRUCT UTILITIES AND INSTALL INLET PROTECTION. CONSTRUCT BUILDING AND PARKING LOT.
2. MAINTAIN EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RAIN EVENT THROUGHOUT
CONSTRUCTION.
3. CONTRACTOR SHALL MAINTAIN INLET PROTECTION AROUND ALL CONSTRUCTED INLETS AS SHOWN ON PLANS.
4. STABILIZE GRADED AREAS AS THEY ARE BROUGHT TO FINAL GRADE. TEMPORARILY SEED AND MULCH
DENUDED AREAS WITHIN 15 CALENDAR DAYS AFTER ANY PHASE OF GRADING. ONCE FINAL GRADE HAS BEEN
ACHIEVED, PLACE COMPACTED STONE SUB GRADE OR PERMANENTLY SEED ALL AREAS AND SLOPES PER
NCDENR'S EROSION SEDIMENT CONTROL PLANNING AND DESIGN MANUAL VERSION 5/13, CHAPTER 6.11.6.10
AND 6.11.6.11. SEE DETAIL SHEETS FOR SEEDING SPECIFICATIONS.
5. REQUEST FINAL APPROVAL BY CONSTRUCTION INSPECTOR.
6. PERIMETER MEASURE MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.
AFTER SITE IS PERMANENTLY STABILIZED, REMOVE ALL TEMPORARY EROSION CONTROL MEASURE AND
PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND COVER
IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT SCMS UNTIL
ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.
7. UPON APPROVAL OF PERMANENT STABILIZATION BY EROSION CONTROL INSPECTOR, REMOVE REMAINDER OF
EROSION CONTROL MEASURES, GRADE AND STABILIZE AND PAVE REMAINDER OF SITE. CONVERT SEDIMENT
BASIN INTO PERMANENT SEDIMENT CONTROL MEASURE AS LAID OUT IN SECTION 16 OF EROSION CONTROL
NOTES.
8. WHEN PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.
9. NO CRITICAL AREAS ON SITE
CONTACT PERSON FOR MAINTENANCE
REGGIE BARNACASCEL
MOBILE: [phone]
OFFICE: 252-937-6200 X 1350
CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT
LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION
OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE
THEIR OWN LOCATOR SERVICES INDEPENDENT OF "NC811 ".
REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY.
EROSION CONTROL NOTES:
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE PER THE STANDARDS AND SPECIFICATIONS OF
THE MOST RECENT VERSION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
2. CONTRACTOR SHALL NOTIFY THE DEMLR RALEIGH REGIONAL OFFICE (919. 791. 4200) AT LEAST 48 HOURS
PRIOR TO ANY LAND DISTURBING ACTIVITY.
3. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE
OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDING TIMBERING AND DEMOLITION) OCCUR.
4. APPROVAL OF THIS PLAN BY NCDEQ DOES NOT ABSOLVE THE OWNER/OPERATOR FROM OBTAINING
PERMITS FROM OTHER AGENCIES.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES FOR THE
DURATION OF THE PROJECT. ALL EROSION CONTROL DEVICES SHALL BE CHECKED DAILY TO ENSURE THAT
ALL ARE PROPERLY IN PLACE AND FUNCTIONING AS PLANNED. ALL EROSION CONTROL DEVICES WILL BE
REPAIRED (CLEANED) AS NECESSARY, AND WITHIN 48 HOURS FOLLOWING ANY RUNOFF PRODUCING STORM
EVENT.
6. SELF -INSPECTIONS FOR EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PREFORMED AT LEAST
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT GREATER THAN ONE
INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL ESC
MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN
GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
7. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (STEEPER THAN 3HAV OR GREATER THAN 50 FT
IN LENGTH) WITHIN 7 DAYS, 14 DAYS FOR MODERATE SLOPES (3H:1V OR FLATTER) .
8. FOR ANY LAND -DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED, TEMPORARY
OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED AS SOON AS
PRACTICAL, BUT IN NO CASE LATER THAN SEVEN (7) DAYS AFTER COMPLETING THE WORK. STABILIZATION IS
THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION
CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE ON THE PLAN.
9. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS WHERE MUD,
ROCK AND DEBRIS IS TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL CLEAN THE PAVEMENT AND
INSTALL ADDITIONAL MEASURES TO PREVENT THE FUTURE OCCURRENCE.
10. ALL DISTURBED AREAS NOT RECEIVING OTHER PROPOSED IMPROVEMENTS TO RECEIVE TEMPORARY
SEEDING, PERMANENT SEEDING AND MULCH. ALL SLOPES OF 2:1 OR GREATER MUST RECEIVE BLANKET AND
MATTING IN ADDITION TO SEEDING AND MULCHING PRACTICES AS STATED IN THE MOST RECENT VERSION
OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
11. CONTRACTOR TO TEMPORARY SEED & MULCH DIVERSIONS IMMEDIATELY FOLLOWING CONSTRUCTION.
12. CONTRACTOR TO BE RESPONSIBLE FOR REROUTING ALL TEMPORARY DIVERSIONS AND SILT FENCE AS
NECESSARY DURING CONSTRUCTION TO MAINTAIN PROPER DRAINAGE OF DISTURBED AREAS. CONTRACTOR
SHALL BE RESPONSIBLE FOR ANY AND ALL ADDITIONAL E&S MEASURES OR MAINTENANCE REQUESTS OR
REROUTING, OR RELOCATING, E&S MEASURES AS DEEMED NECESSARY BY THE LOCAL AUTHORITY OR
LATEST EDITION OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN
MANUAL.
13. ALL FILL AREAS TO BE STRIPPED OF UNSUITABLE MATERIAL BEFORE PLACING AND COMPACTING FILL
MATERIAL.
14. CONTRACTOR SHALL CONTACT ENGINEER IF ADDITIONAL CONSTRUCTION ENTRANCE MEASURES ARE
NEEDED TO PREVENT THE TRACKING OF MUD, DIRT, OR DEBRIS ONTO ANY PAVED SURFACES INSIDE OR
OUTSIDE OF THE PROPOSED CONSTRUCTION LIMITS.
15. UPON COMMENCEMENT OF DEMOLITION ACTIVITIES THE CONTRACTOR SHALL BE RESPONSIBLE FOR
OBTAINING AND SUPPLYING THE NECESSARY SAMPLES AND RESULTS TO DETERMINE FERTILIZER AND
NUTRIENT APPLICATION FOR THE ESTABLISHMENT OF GRASS IN THE SITE.
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16. DURING THE INITIAL STAGES OF CONSTRUCTION, THE STORMWATER CONTROL MEASURE MAYBE USED AS
A SEDIMENT BASIN FOR EROSION CONTROL PURPOSES. IF SO, THE CONTRACTOR SHALL FOLLOW THE
GENERAL CONSTRUCTION SEQUENCE BELOW:
A. THE CONTRACTOR SHALL CONSTRUCT THE ENTIRE FACILITY (PERMANENT OUTLET STRUCTURE, DAM,
ETC.) WITH THE EXCEPTION OF THE INTERIOR FINE GRADING FOR THE FACILITY. THE INTERIOR FINE
GRADING WILL BE CONSTRUCTED ONCE THE EROSION CONTROL PHASE IS COMPLETE.
B. THE TEMPORARY DRAW DOWN RISER (OR SKIMMER) SHALL BE CONNECTED TO THE PERMANENT 6"0
DIP DRAIN PIPE.
C. ONCE THE UPSTREAM DRAINAGE AREA IS STABILIZED AND THE EROSION CONTROL INSPECTOR
APPROVES THE REMOVAL OF THE SEDIMENT BASIN, THE CONTRACTOR SHALL REMOVE THE TEMPORARY
DRAW DOWN RISER (OR SKIMMER) AND CLEAN OUT THE BASIN. ALL SEDIMENT, TRASH, ETC. SHALL BE
DISPOSED OF PROPERLY (I.E. - PLACED IN A LANDFILL) AND NOT STOCKPILED IN AN AREA WHERE WATER
QUALITY COULD BE ADVERSELY AFFECTED.
D. IT IS ANTICIPATED THAT DEWATERING WILL BE NECESSARY FOR CLEANING OUT THE BASIN AND
PROPOSED INTERIOR GRADING. THEREFORE, THE CONTRACTOR SHALL FURNISH, INSTALL, OPERATE, AND
MAINTAIN ANY PUMPING EQUIPMENT, ETC. NEEDED FOR REMOVAL OF WATER FROM VARIOUS PARTS
OF THE STORMWATER CONTROL MEASURE SITE. THE CONTRACTOR SHALL KEEP THE WATER LEVEL
BELOW THE BOTTOM OF THE EXCAVATION / CONSTRUCTION AREAS. THE MANNER IN WHICH THE
WATER IS REMOVED SHALL BE SUCH THAT THE EXCAVATION BOTTOM AND SIDE SLOPES ARE STABLE,
WITH NO SEDIMENT DISCHARGED FROM THE SITE (I.E. PUMPED WATER SHALL BE DIRECTED TO AN
APPROVED EROSION CONTROL DEVICE SUCH AS A SEDIMENT FILTER BAG (ACF ENVIRONMENTAL), OR
ENGINEER APPROVED EQUIVALENT, PRIOR TO DISCHARGE).
E. ALL DEWATERING DURING THE CONVERSION SHALL BE DONE THROUGH THE USE OF A SEDIMENT FILTER
BAG WITH A FLOATING INTAKE THAT IS CONTINUOUSLY MONITORED DURING OPERATION.
F. ONCE THE BASIN IS CLEANED AND PUMPED OUT, AND ALL EROSION CONTROL DEVICES REMOVED, THE
CONTRACTOR SHALL CONSTRUCT THE INTERIOR GRADING SHOWN ON THIS SHEET.
G.ONCE THE GRADING IS COMPLETE, THE CONTRACTOR SHALL REQUEST AN ON -SITE INSPECTION AND AN
AS -BUILT SURVEY PRIOR TO INSTALLATION OF THE STORMWATER CONTROL MEASURE PLANTS. IF THE
CONTRACTOR PLANTS THE PROPOSED VEGETATION PRIOR TO AN AS -BUILT SURVEY (AND SUBSEQUENT
APPROVAL), ANY CHANGES TO THE GRADING / RE -PLANTING OF PLANTS WILL BE AT THE CONTRACTOR'S
EXPENSE.
H. ONCE THE ENGINEER HAS APPROVED THE AS -BUILT GRADING, THE CONTRACTOR SHALL PLANT THE
PROPOSED STORMWATER CONTROL MEASURE PLANTS SHOWN ON THE LANDSCAPE PLAN FOR THE
FACILITY. AFTER COMPLETION OF THE PLANTING, THE LANDSCAPE CONTRACTOR SHALL PROVIDE A
LETTER TO THE ENGINEER CERTIFYING THAT THE PLANTS HAVE BEEN INSTALLED PER THE APPROVED
STORMWATER CONTROL MEASURE PLANTING PLAN.
TEMPORARY SEEDING SCHEDULE
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
JAN 1 - MAY 1 RYE (GRAIN) 120 LBS/AC
KOBE LESPEDEZA 50 LBS/AC
MAY 1 - AUG 15 GERMAN MILLET 40 LBS/AC
AUG 15 - DEC 30 RYE (GRAIN) 120 LBS/AC
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 750
LB/AC 10-10-10 FERTILIZER (FROM AUG 15 - DEC 30, INCREASE 10-10-10 FERTILIZER TO 1000 LB/AC).
�2 MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING
TOOL. WHEN ASPHALT TACKING IS UTILIZED, IT SHALL BE DISPERSED AT A RATE OF 400 GALLONS PER ACRE.
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JAN 1 - AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
AUG 15 - DEC 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/AC
OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER
BEYOND JUNE 15, OVERSEED WITH 50 LB/AC KOBE LESPEDEZA IN LATE FEBRUARY
OR EARLY MARCH.
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT
SEEDING SCHEDULE.
PERMANENT SEEDING SCHEDULE
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG 25 - OCT (BEST) TALL FESCUE 200 LBS/AC
RYE (GRAIN) 50 LBS/AC
GERMAN MILLET 50 LBS/AC
FEB -APR 15 (POSSIBLE) TALL FESCUE 200 LBS/AC
RYE (GRAIN) 50 LBS/AC
GERMAN MILLET 50 LBS/AC
SOILAMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/AC GROUND AGRICULTURE LIMESTONE AND 1000 LB/AC 10-10-10
FERTILIZER.
MULCH
APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. WHEN ASPHALT
TACK IS UTILITIES, IT SHALL BE DISPERSED AT A RATE OF 400 GALLONS PER ACRE.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150 LB/AC
10-10-10 FERTLIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT
SEEDING SCHEDULE.
SEEDBED PREPARATION
AREAS TO BE SEEDED TO BE SCARIFIED 4" DEEP. A FIRM, WELL PULVERIZED, UNIFORM SEEDBED SHOULD BE
PROVIDED. FERTILIZER SHALL BE PLACED DURING SCARIFICATION AS FOLLOWS:
LIME: 45 LBS/ 1,000 SF
PHOSPHOROUS: 20 LBS / 1,000 SF
FERTILIZER: 17 LBS / 1,000 SF
GROUND STABILIZATION
SITE AREA DESCRIPTION
STABILIZATION
STABILIZATION TIME
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
IN LENGTH AND ARE NOT
7 DAYS
3:1
STEEPER THAN 2:1, 14
DAYS ARE ALLOWED
7-DAYS FOR SLOPES
SLOPES 3:1 OR FLATTER
14 DAYS
GREATER THAN 50 FEET IN
LENGTH
ALL OTHER AREAS WITH
NONE (EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HOW
4:1
ZONES)
BUILDING WASTES HANDLING
• NO PAINT OR LIQUID WASTES IN STREAM OR STORM DRAINS
• DEDICATED AREAS FOR DEMOLITION, CONSTRUCTION AND OTHER
WASTES MUST BE LOCATED 50' FROM STORM DRAINS AND
STREAMS UNLESS NO REASONABLE ALTERNATIVES AVAILABLE.
• EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM
STORM DRAINS AND STREAMS UNLESS NO REASONABLE
ALTERNATIVES AVAILABLE.
• CONCRETE MATERIALS MUST BE CONTROLLED TO AVOID CONTACT
WITH SURFACE WATER, WETLANDS, OR BUFFERS.
'J
D A MS
The John R. McAdams Company, Inc.
2905 Meridian Parkway
Durham, NC 27713
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
CLIENT
BODDIE-NOELL ENTERPRISES, INC.
P.O. BOX 1908
ROCKY MOUNT, NC 27802
Contact
PHONE: [phone]
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SEAL
Ray Watson
Jan 20 2022 8:46 AM
REVISIONS
NO. DATE
1 12. 17. 2021 OWNER COMMENTS
2 1. 20. 2022 NCDEQ RESUBMISSION #1
3
4
5
6
PLAN INFORMATION
PROJECT NO. 2021110321
FILENAME 2021110321-ECN1
CHECKED BY RW
DRAWN BY WHM
SCALE N/A
DATE 12. 20. 2022
SHEET
EROSION CONTROL
NOTES
C6e00
PRELIMINARY DRAWING - NOT RELEASED FOR CONSTRUCTION