NCC221086_Site Plan or Location Map_20220321

KEY NOTES
❑# NEW PERMANENT DITCH/SWALE LABEL. REFER TO DETAIL
SHEET FOR DITCH CALCULATIONS. ALL DITCHES SHALL BE
LINED WITH NORTH AMERICAN GREEN S75 MATTING, STAPLE
PATTERN D, DURING GRADING OPERATIONS. REFER TO SHEET
C7.2 FOR SPECIFIC SWALE DIMENSIONS AND SPECIFICATIONS.
LOTS 9-16 SHALL PROVIDE 4" MINIMUM SCH
40 PVC ROOF DRAIN LINE FROM
DOWNSPOUTS TO BE TIED TO ON -SITE
DRAINAGE STRUCTURES
FINAL GRADING CONSTRUCTION SEQUENCE
1. REMOVE SKIMMER SEDIMENT BASINS #1 AND #3 AND INSTALL REMAINDER
OF FILL SLOPES IN THESE AREAS. MAINTAIN EROSION CONTROL DEVICES
AT TOE OF FILL SLOPES AS SHOWN. CONTRACTOR SHALL UTILIZE AN 8'x10'
SILT BAG FOR ALL DEWATERING OPERATIONS.
2. CONVERT EXISTING SKIMMER SEDIMENT BASINS #2 AND #5 TO PERMANENT
STORMWATER MANAGEMENT DEVICES, WHICH INCLUDES REMOVAL OF
BAFFLES, EMERGENCY SPILLWAY AND SKIMMER DEVICE. INSTALL OUTLET
STRUCTURE AND BARREL. REFER TO SHEETS SWM3 AND SWM5 FOR MORE
DETAILED SEQUENCING STEPS ON THE CONVERSION OF THESE SEDIMENT
BASINS TO THE PERMANENT SAND FILTER AND PERMANENT DRY
DETENTION BASIN. MAINTAIN EROSION CONTROL DEVICES AT TOE OF FILL
SLOPES AS SHOWN. CONTRACTOR SHALL UTILIZE AN 8'X10' SILT BAG FOR
ALL DEWATERING OPERATIONS.
3. EXISTING SKIMMER SEDIMENT BASIN #4 SHALL REMAIN IN PLACE FOR
DURATION OF PROJECT AND WILL NOT BE CLOSED OUT.
4. RESEED/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.
5. 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. PROVIDE
PERMANENT SEEDING WHERE MEASURES HAVE BEEN REMOVED AND
GROUND COVER IS NOT ESTABLISHED.
6. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT THE
EROSION CONTROL INSPECTOR TO CLOSE OUT THE E&SC PLAN. AFTER
THE EROSION CONTROL INSPECTOR INFORMS THE PERMITTEE OF THE
PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE SHALL
VISIT DEQ.NC.GOV/NCGO1 TO SUBMIT AN ELECTRONIC NOTICE OF
TERMINATION (E-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE
CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
OWNER/DEVELOPER:
PIN: PORTION OF 6843-57-0210
LEOTERRA 109, LLC
110-A SHIELDS PARK DR.
KERNERSVILLE, NC 27284
PHONE: [phone]
CONTACT: KYE BUNKER
email: [e-mail]
ENGINEER:
ALLIED DESIGN, INC.
4720 KESTER MILL ROAD
WINSTON-SALEM, N.C. 27103
PHONE: [phone]
CONTACT: STEVE M. CAUSEY, PE
email: [e-mail]
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RO / PTECTION �� �( FILTER FABRIC
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1. SEE SCHEDULE FOR DIMENSIONS.
2. INSTALL A FILTER BLANKET OR FILTER FABRIC
BETWEEN THE RIPRAP AND SOIL FOUNDATION.
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O$3�� ` 3. FILTER FABRIC SHALL BE MIRAFI 500 OR EQUAL.
INV=845. / SF
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30"
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JUNCTIO � � TAX PIN: 6843-39-6188 \ 1 � U TRAVERSE NAIL C9
�� - - - - - - - - \ EDDIE RA� ROBBINS IN PAVEMENT (TRN SA 21)
/BOX \ U \ 6- \ GEORGIA . JAMES HEIRS
/ / I � TAX PIN: 684\3-38-76 1 (TRN SA 2) ELEV:836.79
m \ \ ELEV:846.42 HEW C. MORRI WB 198 E, PG. 1397
I i TAX PIN: 6843-38-7096 60
MICHAEL BRANDON ROBBINS TAX PIN: 6843-38-7290 -
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TAX PIN: 6843-38-7462 -
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NOLAN REID REAL ESTATE, INC
DB 1669, PG. 1798
TAX PIN: 6843-37-6401
GRAPHIC SCALE 30 60 120
( IN FEET )
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