NCC214712_Site Plan or Location Map_20210818

NOTICE TO GRADING CONTRACTOR:
THE GRADING CONTRACTOR SHALL FAMILIARIZE HIMSELF OR HERSELF WITH THE GEOTECHNICAL
ENGINEERING REPORT PREPARED BY TERRACON FOR GLEN RAVEN NORLINA PLAN EXPANSION,
SAID REPORT DATED JUNE 18, 2021. THE CONTRACTOR SHALL PLAN TO EXECUTE THE SITE
GRADING WORK IN ACCORDANCE WITH RECOMMENDATIONS AND EXPECTATIONS OUTLINED IN THE
AFOREMENTIONED REPORT.
N /F
RICHARD J. HOLTZMANN JR —
\ NEW PIN # 2928935196 \
D.B. 655, PG. 250
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EROSION
CONTROL LEGEND
(LoD)
LIMITS OF LAND DISTURBANCE
CWD>
CLEAN WATER DIVERSION
m> m>
TEMPORARY DIVERSION BERM
(X MARKS GRADE BREAK)
TEMPORARY SILT FENCE
TEMPORARY SILT FENCE WITH
—SIF
TEMPORARY STONE OUTLET
— —EDA— —
SEDIMENT BASIN DRAINAGE
AREA DELINEATION LINE
TEMPORARY SLOPE DRAIN w/
DONUT INLET PROTECTION
SCS SOIL DELINEATION LINE
CnE2
SCS SOIL TYPE DESIGNATION
EXISTING TREE LINE
PROPOSED TREE LINE
0 0 0 0 0
o SEDIMENT TRAP BAFFLE
RIP —RAP OUTLET
PROTECTION
— —
— — — SKIMMER
CONCRETE WASHOUT
13
BLOCK & GRAVEL INLET PROTECTION
ROCK PIPE INLET PROTECTION
SILT —SACK INLET PROTECTION
EROSION CONTROL CONSTRUCTION SEQUENCE:
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM NCDEQ.
2. OBTAIN CERTIFICATE OF COVERAGE FOR THE NPDES NCGO1 PERMIT FROM NCDEQ.
3. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION CONFERENCE AND INSPECTION
SCHEDULE.
SELF INSPECTION -----EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING LAND -DISTURBING ACTIVITIES, LARGER
THAN ONE (1) ACRE, MUST INSPECT THEIR PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE
INSPECTION IN WRITING ON APPROVED FORMS AVAILABLE FROM THE NCDEQ WEBSITE.
THE PHASES ARE AS FOLLOWS:
• INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
• CLEARING AND GRUBBING OF EXISTING GROUND COVER.
• COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
• INSTALLATION OF STORM DRAINAGE FACILITIES.
• COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
• ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
4. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL MEASURES.
5. INSTALL TEMPORARY CONSTRUCTION ENTRANCE/EXIT INCLUDING PERMANENT DRIVEWAY PIPE. (CONTRACTOR TO KEEP
A COPY OF THE NCDOT DRIVEWAY PERMIT ON -SITE)
6. INSTALL PERIMETER SEDIMENT FENCE, STONE OUTLETS AND INLET PROTECTIONS/GRAVEL DONUTS.
7. INSTALL UPSTREAM CLEAR -WATER DIVERSIONS TO ROUTE CLEAN STORM -WATER RUNOFF AROUND PROPOSED BASINS
8. INSTALL SEDIMENT BASINS AND TEMPORARY DIVERSIONS IN THE ORDER LISTED BELOW USING THE SEDIMENT BASIN
SEQUENCE OF CONSTRUCTION LISTED IN LINES 8.4.1-8.4.4;
8.1. TSKB-1, THEN TD-2 TO DIRECT RUNOFF INTO SKIMMER BASIN
8.2. TSKB-2, THEN TD-1, TD-3 AND TD-4 TO DIRECT RUNOFF INTO FOREBAYS OF SKIMMER BASIN
8.3. TSKB-3, THEN TD-5 AND TD-6 TO DIRECT RUNOFF INTO SKIMMER BASIN
8.4. TSKB-4, THEN TD-7 AND TD-8 TO DIRECT RUNOFF INTO SKIMMER BASIN
8.5. TSKB-5, THEN TD-7, TD-8, AND TD-9 TO DIRECT RUNOFF INTO FOREBAYS OF SKIMMER BASIN
SEDIMENT BASIN SEQUENCE OF CONSTRUCTION
8.5.1. REMOVE STUMPS AND VEGETATION WITHIN PROPOSED SEDIMENT BASIN AND DESIGNATED SOIL STOCKPILE
AREA
8.5.2. REMOVE TOPSOIL AND PLACE IT WITHIN NON-STRUCTURAL AREAS OF PROPOSED STOCKPILE AREA
8.5.3. EXCAVATE BASIN AND PLACE COMPACTED STRUCTURAL SOILS WITHIN STRUCTURAL FILL AREAS OF
PROPOSED STOCKPILE NO HIGHER THAN FINISHED PLAN GRADES
8.5.4. INSTALL TEMPORARY DIVERSIONS DIRECTING POTENTIALLY TURBID STORMWATER RUNOFF INTO SEDIMENT
BASINS AS THEY ARE COMPLETED. INSTALL ANY PROPOSED SLOPE DRAINS INTO BASINS. INSTALL
ROCK CHECK -DAMS AS NECESSARY WITHIN DIVERSIONS TO LIMIT SEDIMENT TRANSPORT.
9. SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES UPON COMPLETION OF CONSTRUCTION. SEE GROUND
STABILIZATION CRITERIA ON THIS SHEET FOR MORE INFORMATION.
10. OBTAIN REQUIRED SITE INSPECTION
11. BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED. SOIL STOCKPILES ON -SITE FOR LATER
DISTRIBUTION AND/OR REMOVAL, AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND DEMOLITION DEBRIS,
CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET
AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS (UNLESS IT CAN BE SHOWN THAT NO OTHER
ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN AREAS PROTECTED BY EROSION CONTROL MEASURES.
12. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE WITH THE MAINTENANCE PLAN.
INSTALL ADDITIONAL EROSION CONTROL MEASURES AS REQUIRED.
13. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES.
13.1. STORM PIPING SHALL BE INSTALLED TO THE POINT WHERE IT ENTERS EACH DEVICE. OMIT INSTALLATION OF
STORM PIPE 113 (STP-113). COMPLETION OF PIPING WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN
DEEMED STABLE BY THE EROSION CONTROL INSPECTOR.
14. INSTALL PROTECTION AROUND ALL INLETS AS STORM DRAIN SYSTEM IS INSTALLED.
15. MASS GRADING OF THE AREAS DRAINING TO TSKB-1 AND TSKB-2 CAN BEGIN AFTER TSKB-1 AND TSKB-2 ARE
FULLY INSTALLED AND FUNCTIONAL. NO GRADING IS TO TAKE PLACE WITHIN DRAINAGE AREAS OF OTHER BASINS
UNTIL THEY ARE ALL FULLY INSTALLED AND FUNCTIONAL.
16. ONCE PERMANENT DIVERSIONS ARE IN PLACE, TEMPORARY DIVERSION BERMS CAN BE REMOVED. SILT FENCE ALONG
PERIMETER SHALL CONTINUE TO BE MAINTAINED.
17. 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, EXCEPT FOR THOSE PROTECTING AREAS DOWNSTREAM OF THE SEDIMENT
BASIN.
18. AFTER FINAL STABILIZATION AND EROSION CONTROL INSPECTORS' REIVEW AND APPROVAL OF THE AREAS UPSTREAM
OF THE SEDIMENT BASIN, CONTRACTOR SHALL CLEAN OUT TSKB-2 AND CONVERT IT TO THE PERMANENT DRY
DETENTION BASIN AS NOTED ON PLAN SHEET 6.00.
19. AFTER THE SITE IS STABILIZED, OBTAIN FINAL EROSION CONTROL INSPECTION TO CLOSE THE GRADING PERMIT.
20. FILE NOTICE OF TERMINATION WITH NCDEQ TO CLOSE THE NPDES NCGO1 PERMIT. (NCGO1 SHALL BE RENEWED
ANNUALLY UNTIL PERMIT IS CLOSED.)
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GREEN
'MOUNTAIN
ENGINEERING, PLLC
7A WENDY CT
GREENSBORO, NC 27409
Tel: [phone]
CERTIFICATE #P-0826
www.greenmountainengineers.com
SEALS:
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FOR CONSTRUCTION
OWNER:
GLEN RAVEN CUSTOM
FABRICS, LLC
1831 N. Park Ave.
Glen Raven, NC 27127
Contact:
CLIENT, DESIGN/BUILDER:
SAMET CONSTRUCTION, INC.
309 Gallimore Dairy Rd.
Suite 102
Greensboro, NC 27409
Contact: John Medlin
Main Office: 336.544.2600
Cell: 336.207.3272
email:[e-mail]
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SITE AREA: 38.86f ACRES
DESIGNED BY: VCT/DF
CHECKED BY: VCT/DF
DATE: 2021.07.29
PROJECT. 21-044
REVISIONS:
CALL 811
BEFORE YOU DIG!
SHEET TITLE:
EROSION & SEDIMENT
CONTROL PLAN:
EROSION & SEDIMENT CONTROL —
PROXIMITY MAP &NOTES
SCALE: 1 " = 100'
SHEET NO.:
C-4,00