NCC221185_Site Plan or Location Map_20220328

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CON T. EN I`RANCE
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SITE DATA
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PROJECT NAME:
CREEKSIDE COMMONS SUBDIVISION
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OWNER/DEVELOPER:
-PHASE 6-
GLENWOOD HOMES, LLC
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PO BOX 90427
RALEIGH, NC 27675
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CONTACT:
PENNY SEKADLO
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9220 FAIRBANKS DR SUITE 220
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RALEIGH NC 27613
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919-848-1461
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[e-mail]
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TOWNSHIP:
COUNTY:
CLAYTON
JOHNSTON
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PARCEL ID NUMBER:
05HO3041
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6 15,080
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P.I.N. ID:
166810-25-5300
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PROPERTY SIZE:
2.53± AC
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PROPERTY LOCATION:
INSIDE CITY LIMITS
EXISTING ZONING:
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EXISTING USE:
VACANT
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SILT
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PROPOSED USE:
SINGLE FAMILY RESIDENTIAL
PROPOSED LOTS:
8 SINGLE FAMILY LOTS
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PROPOSED DENSITY:
3.16 DU/AC
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PROPOSED IMPERVIOUS AREA:
0.80 AC (3000 SF/LOT)
TOTAL DISTURBED AREA:
2.07 AC
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REFERENCES
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COBBLESTONE SD
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PHASE 4B
1. THIS IS PHASE 6 OF SIX
PHASES APPROVED FOR
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CONSTRUCTION IN CREEKSIDE COMMONS SUBDIVISION
BY STEWART—PROCTOR, PLLC ENGINEERING AND
IA
SURVEYING DATED 3-11-11
REV'D 7-21-11.
TYPICAL LOT DIMENSIONS
EROSION CONTROL NOTES:
II
ALL WORK AND MATERIALS SHALL CONFORM TO THE STATE
OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
20' REAR 52' WIDTH
NO SEDIMENT LADEN RUNOFF SHALL LEAVE SITE.
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ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED
AN EROSION CONTROL DEVICE PRIOR TO
LEGENDTOWARDS
NOTE: PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES
LEAVING SITE.
ALL REQUIRED PERMITS SHALL BE OBTAINED PRIOR TO
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AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE
RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
*UNLESS OTHERWISE
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STATED
THE START OF GRADING.
DUE TO FIELD CONDITIONS, THE LOCATION, PLACEMENT,
LIMITS OF DISTURBANCE
0
EROSI❑N—C❑NTR❑L DEVISE OR STRUCTURES, IN ANY EVENT, SLOPES
LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF
ANY PHASE OF GRADING, BE PLANTED OR ❑THERWISE PR❑VIDED WITH
DIVERSIONS SHALL
THIS TEMPLATE.*
FOLLOW 6'MIN. f G
AND QUANTITY OF EROSION CONTROL DEVICES AND
DRAINAGE STRUCTURES MAY VARY TO BETTER CONFORM
TO FIELD CONDITIONS. CONSULT WITH COUNTY ENGINEER
SF —SF— TEMPORARY SILT FENCE
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TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES
FABRIC
AND ENGINEER OF RECORD PRIOR TO ANY CHANGES
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SUFFICIENT TO RESTRAIN ER❑SI❑N. PURSUANT TO G.S. 113A-57(3),
COUNTERSUNK INTO
TEMPORARY DIVERSION
DITCH
PROVISI❑NS FOR PERMANENT GR❑UNDC❑VER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
INTO EARTH
20'FRONT MIN. AREA
s200 SF
ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES
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15WORKING DAYS ❑R 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
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3:1
WILL BE INSTALLED IF DEEMED NECESSARY BY ON —SITE
INLET PROTECTION
FOLLOWING COMPLETI❑N OF C❑NSTRUCTI❑N OR DEVELOPMENT,
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INSPECTION OF LOCAL, STATE OR PROJECT ENGINEER OFFICIALS.
THIS PLAN SHALL NOT BE CONSIDERED AS ALL INCLUSIVE,
SCALE.
DRAWN.
NOTE:
b _ 3"101111mmPRECAUTIONS
AS THE GRADING CONTRACTOR SHALL TAKE ALL NECESSARY
TO PREVENT SOIL SEDIMENT FROM LEAVING
ASILT FENCE OUTLET
1 "= 100'
MTM
THE SEDIMENTATION POLLUTION CONTROL ACT WAS
IIIII�IIIII
THE SITE.
— 40' PRIVATE DRIVEWAY,ACCESS
&UTILITY EASMENT
DATE:
CHK'D:
AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND —DISTURBING ACTIVITIES
INSPECT A PROJECT AFTER EACH PHASE OF THE
BASIN CHART
BASIN NUMBER
DRAINAGE AREA DENUDED AREA Q VALUE OUTFALL
STORAGE REQUIRED SURFACE AREA REQUIRED WEIR LENGTH WEIR HEIGHT SURFACE AREA PROVIDED STORAGE PROVIDED SKIMMER SIZE ORIFICE SIZE
GRAVEL CONSTRUCTION ENTRANCE
1-24-22
PLS
PROJECT TO MAKE SURE THAT THE APPROVED EROSION
SKIMMER BASIN #1
2.07 AC 2.07 AC 0.60 7.22 IN/HR 8.97 CFS
3,758 CU FT 3,906 SQ FT 10' 90' X 45' X 2' 4,050 SQ FT 6,576 CU FT 3.0" 1.25"
REV'D
AND SEDIMENTATION CONTROL PLAN IS BEING CHECK DAM - FFT
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF
ALL SEDIMENT LADEN RUNOFF SHALL BE DIVERTED INTO AN EROSION CONTROL DEVICE
3-14-22
TOWN COMMENTS
THESE INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
INSPECT BASINS AFTER EACH RAINFALL OCCURANCE
BASINS ARE TO BE CLEANED AS NEEDED
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE
NOTES:
LIMITS OF DISTURBANCE
THE SELF —INSPECTION PROGRAM IS SEPARATE FROM
DEPTH EXCLUDES 1'
FREEBOARD
PIPES AND EROSION CONTROL DEVICES MAY VARY
THE WEEKLY MONITORING PROGRAM OF THE NPDES ALL BASINS TO HAVE POROUS BAFFLES TO BETTER CONFORM TO FIELD CONDITIONS. — PRESENT LAND USE IS WOODED AND FALLOW.
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES.
— WATER SYSTEM
WILL CONSIST OF TOWN OF CLAYTON.
THE FOCUS OF THSE INSEPCTION REPORT IS THE
NOTE:
— SEWER SYSTEM
WILL CONSIST OF TOWN OF CLAYTON.
INSTALLATION AND MAINTANCE OF EROSION AND THERE ARE NO EXISTING BUILDINGS ON SITE. ALL WORK AND MATERIALS SHALL CONFORM TO — ALL EROSION CONTROL MEASURES WILL BE COMPLIED
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE
OPEN SPACE
TO BE OWNED AND MAINTAIN BY
THE STANDARDS AND SPECIFICATIONS OF THE WITH DURING CONSTRUCTION
APPROVED PLAN. THE INSPECTIONS MUST BE
HOMEOWNERS
ASSOCIATION
OF STATE NORTH CAROLINA. THE CONTRACTOR — ALL TEMPORARY AND PERMANENT EROSION CONTROL MEASURES SHALL BE
SHALL OBTAIN A COPY OF THESE STANDARDS
Susan Locklear, PE
CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND
IN ACCORDANCE WITH NC SEDIMENT AND EROSION CONTROL
TO CONSTRUCTION.
Erosion Control Plan Approval
CONTINUED UNTIL PERMANENT GROUND COVER IS IPRIOR ORDINANCE. 03/17/2022
ESTABLISHED.
SHEET
100 50 100 200
G 1
❑F
PR❑J. #
SCALE 1 "= 100 '
P 1912