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Lyndon Steel Company, LLC
TAXBLOCK5621, TAXLOT 128
D.B. 3386, PG. 226
P/N# 6863 36 2771
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CONTROL POINT #1
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STAGE 1 CONSTRUCTION SEQUENCE
INDUSTRIAL 1.
OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE CITY OF WINSTON-SALEM INSPECTIONS DIVISION.
BUILDING
2.
CONTRACTOR IS REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF INTENT (e-NOI) FORM. ALL CONTRUCTION ACTIVITIES ARE
REQUIRED TO FOLLOW THE NEW NCGO1 PERMIT.
3.
CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A MANDATORY PRECONSTRUCTION CONFERENCE AND AN INSPECTION SCHEDULE.
4.
THE CONTRACTOR SHALL CONDUCT SELF -INSPECTIONS OF THE EROSION AND SEDIMENT CONTROL MEASURES AND COMPLETE THE FOLLOWING
COMBINED SELF -INSPECTION FORM FOUND ON THE DEMLR WEBSITE;
(http://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control/forms). COMPLETE INSPECTIONS FORMS SHALL BE KEPT ON -SITE
AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT IS RECOMMENDED THAT A COPY BE KEPT IN A PERMITS BOX. SELF -INSPECTIONS FOR STABILITY
AND FUNCTION OF EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS
AND WITHIN 24 HOURS OF EACH RAINFALL EVENT OF GREATER THAN 0.5 INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN
MEASURES AS DESIGNED. ALL EROSION AND SEDIMENTATION CONTROL 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.
5.
A COPY OF THE EROSION AND SEDIMENT CONTROL PERMIT, A HARD COPY OF THE PLAN, AND ALL SELF -INSPECTION RECORDS MUST BE KEPT
ON -SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE AT ALL TIMES FOR INSPECTION.
6.
INSTALL THE CONSTRUCTION ENTRANCE AND SEDIMENT FENCE ALONG EDGE.
7.
INSTALL ALL PERIMETER SEDIMENT FENCE.
8.
BEGIN CLEARING AND GRUBBING JUST ENOUGH TO ALLOW FOR INSTALLATION OF THE SEDIMENT SKIMMER BASIN, SEDIMENT FENCE AND CLEAN
WATER DIVERSION DITCHES. STOCKPILE TOPSOIL ON -SITE WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES FOR LATER
DISTRIBUTION.
9.
CONTRACTOR SHALL GRADE THE CLEAN WATER DIVERSION DITCHES AND IMMEDIATELY LINE THESE DITCHES WITH EROSION CONTROL MATTING
AS SPECIFICED AND STORN CHECK DAMS.
10.INSTALL
THE 100 SERIES AND 200 SERIES STORM DRAINAGE SYSTEM AS SHOWN ON THIS PLAN.
11.
THE SEDIMENT SKIMMER BASIN CAN NOW BE INSTALLED AND THE OUTLET STRUCTURE FOR THE SKIMMER BASIN TO BE BUILT OVER THE END OF
THE EXISTING 36" CMP. SKIMMER SHALL BE TIED TO OUTLET STRUCTURE.
12.ONCE
THE SEDIMENT SKIMMER BASIN HAS BEEN INSTALLED AS DESCRIBED ABOVE, THEN CONSTRUCTION OF DIVERSION BERMS CAN BEGIN.
13.
COMPLETE REMAINDER OF CLEARING AND GRUBBING. STOCKPILE TOPSOIL ON -SITE WITHIN AREAS PROTECTED BY EROSION CONTROL
MEASURES FOR LATER DISTRIBUTION.
14.
REMOVE EXISTING GRAVEL AND EXISTING SHEDS.
15.
SEED/STABILIZE DISTURBED AREAS IMMEDIATELY AFTER GRADES HAVE BEEN ACHIEVED. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED
WITHIN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1. TEMPORARY VEGETATIVE COVER SHALL BE PROVIDED WITHIN 14 DAYS ON
ALL OTHER AREAS. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER.
HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
16.
CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE
HAS BEEN STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL INSPECTION AND APPROVAL BY INSPECTOR.
PROPERTY INFORMATION:
PARCEL ID NUMBER: 6863-37-1136.000
6863-37-4244.000
ZONING: GI-L, GI
ACREAGE: 5.32 AC
PROPERTY OWNER:
PARCEL ID NUMBER: 6863-37-1136.000
6863-37-4244.000
WINSTON STEEL, LLC
1947 UNION CROSS ROAD
WINSTON-SALEM, NC 27107
DEVELOPER:
WINSTON STEEL, LLC
CONTACT: SAM WINTERS
1947 UNION CROSS ROAD
WINSTON-SALEM, NC 27107
PHONE: [phone]
EMAIL: [e-mail]
ENGINEER:
ALLIED DESIGN, INC.
CONTACT: STEVE CAUSEY
4720 KESTER MILL ROAD
WINSTON-SALEM, N.C. 27103
PHONE: [phone]
EMAIL: [e-mail]
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NOT TO SCALE
KEY NOTES
AO TEMPORARY CONSTRUCTION ENTRANCE/EXIT.
OB TEMPORARY SEDIMENT FENCE.
CO TEMPORARY SEDIMENT FENCE WITH STONE STABILIZATION.
O NEW TEMPORARY DIVERSION BERM.
OE NEW TEMPORARY SKIMMER SEDIMENT BASIN. THE INSIDE SLOPES OF THE
SKIMMER SEDIMENT BASIN SHALL BE STABILIZED WITH NORTH AMERICAN
GREEN S75 EROSION CONTROL MATTING UPON COMPLETION OF
CONSTRUCTION.
OF NEW COIR, JUTE OR BURLAP BAFFLES.
OG NEW TEMPORARY SKIMMER DEVICE TO BE TIED INTO SKIMMER BASIN
OUTLET STRUCTURE.
HO NEW TEMPORARY STONE CHECK DAM.
lO NEW TEMPORARY ON -SITE CONCRETE WASHOUT STRUCTURE WITH LINER.
PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION.
JO EXISTING 15" RCP TO BE EXTENDED WITH NEW 15" RCP.
OK NEW BRICK OR CONCRETE DROP INLET. NCDOT STANDARD 840.14 OR
840.15 WITH U.S. FOUNDRY 4139 FRAME AND 6429 GRATE.
OL NEW CONCRETE 4 SIDED OPEN THROAT CATCH BASIN. NCDOT STANDARD
840.04 WITH NCDOT 840.54.
OM NEW TEMPORARY WIRE AND STONE DROP INLET FILTER.
NO NEW BRICK OR CONCRETE MANHOLE. NCDOT STANDARD 840.51 OR 840.52.
OO NEW BRICK OR CONCRETE MANHOLE TO BE BUILT OVER THE EXISTING 36"
CMP. NCDOT STANDARD 840.51 OR 840.52.
OP NEW TEMPORARY SKIMMER BASIN OUTLET STRUCTURE. PROVIDE A 4'x4'
PRECAST CONCRETE WAFFLE BOX WITH OPEN TOP INSTALLED OVER THE
END OF THE EXISTING 36" CMP TO SERVE AS AN EMERGENCY SPILLWAY.
CONNECT THE SKIMMER TO THE BOTTOM OF THE BOX. THE TOP OF THE
BOX SHALL BE SET AT 922.0 FOR STAGE 1 AND 2.
OQ EXISTING STREETYARD TREES/SHRUBS TO BE REMOVED. EXISTING TREE
TO BE REMOVED TO THE STUMP. NO STUMPS MAY BE REMOVED UNTIL THE
EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY
EROSION CONTROL INSPECTOR.
OR EXISTING FENCE TO BE REMOVED FOR CONSTRUCTION OPERATIONS.
COORDINATE WITH OWNER FOR REPLACEMENT UPON COMPLETION OF
CONSTRUCTION.
EXISTING TREES/VEGETATION TO BE REMOVED. EXISTING TREE TO BE
00
REMOVED TO THE STUMP. NO STUMPS MAY BE REMOVED UNTIL THE
EROSION CONTROL MEASURES HAVE BEEN INSTALLED AND APPROVED BY
EROSION CONTROL INSPECTOR.
®NEW DITCH SECTION WITH MATTING. SEE SHEET C5.2 FOR DIMENSIONS.
ALL DITCHES SHALL BE LINED WITH NORTH AMERICAN GREEN S75 MATTING,
STAPLE PATTERN D, DURING GRADING OPERATIONS.
ONEW STORM DRAINAGE STRUCTURE NUMBER. REFER TO SHEET C3.2-C3.5
FOR NEW STORM DRAINAGE INFORMATION.
EXISTING TREES/VEGETATION TO BE REMOVED TO LIMITS OF NEW
TREELINE. EXISTING TREE TO BE REMOVED TO THE STUMP. NO STUMPS
MAY BE REMOVED UNTIL THE EROSION CONTROL MEASURES HAVE BEEN
INSTALLED AND APPROVED BY EROSION CONTROL INSPECTOR.
NEW CLEAN WATER DIVERSION DITCH. DITCH SHALL BE IMMEDIATELY
LINED WITH EROSION CONTROL MATTING. PROVIDE CHANNEL LINING NAG
S75 WITH STAPLE PATTERN D.
EXISTING GRAVEL TO BE REMOVED AFTER INSTALLATION OF EROSION
CONTROL MEASURES. GRAVEL MAY BE USED AS SALVAGEABLE FILL
MATERIAL WHERE APPROPRIATE IF DETERMINED ACCEPTABLE BY AN
INDEPENDENT SOILS TESTING LABORATORY.
EXISTING SHED/OUTBUILDING TO BE REMOVED/RELOCATED AS DIRECTED
BY OWNER.
STAGE 1 DISTURBED
AREA = 4.24 AC
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SITE DEMOLITION
AND STAGE 1
EROSION
CONTROL PLAN
GRAPHIC SCALE SHEET
30 0 15 30 60 120
IC202
{ IN FEET
1 inch = 30 ft»