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Sheet 6a FILTER FABRIC / / " / _ MAIN EASMENT / / / / / i / ✓ �� / /I /
\ ✓ 3Sr SEDIMENT BASIN #
V / DRAINAGE AREA=9.53 AC _
- - DENUDED AREA=120'x55' / �t / / / / L O T 23 SILT FENCE
20' PROPOSE V -LOT 11 DEPTH=3' - ✓ A i / / / / / ! \ 1 /
FUTURE PUBLIC -3 SKIMMER=4" I / / / /DENUDED AREA
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DRAINAGE AREA=6.99 AC LOT 14 / __� _ ■ .� / / / \ // \
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/ \ / SKIMMER=4" LEVELS. FLOW -SEE / CAMERON AND i� v
SKIMMER ORIFICE=3"' SPREADER • / DETAIL SECTION �� A _ - _ -
v DRAINAGE AREA 3 I RHODA CAMERON 9 �
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EMENT / / I - I , 012 SF DB 1164 PG 946
TO BE MAINTAINED BY HOA / / M MAINNEASMENT i� �, ^ 3.88 A C
1. INSTALL SILT FENCE AS SHOWN ON I \ ✓ <
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PLANS AND 7' OUTSIDE RIW. / / \ I - - / • ' / A7 a-
2. REMOVE TREES AND CLEAR ALL RIGHT
OF WAY TO LIMITS OF 5' OUTSIDE RAW - / % ^ - - - - - - - - - ' -
ON BOTH SIDES. - - 7 _ _ _ - _ _ �/ LOT 15 / SIL T FENCE-
�LOT 13
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GROUND COVER PROVISION NOTE
PERMANENT GROUNDCOVER SHALL BE PROVIDED FOR
ALL DISTURBED AREA WITHIN 14 DAYS OR NO MORE THAN
90 CALENDAR DAYS W(WHICHEVER IS SHORTER)
OUTLET
dotted lhne- : 41 O AE.
LOT 18
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LOT 16
20' PROPOSE
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N/F V v v v v \v v \ / v v / DITCH SECTIONS
JOSEPH S HOLMES, A vv \ v v A -
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\ PIN # 9568-69-9960v�
DB 0696 PG 0595 v - - - - - �� v \ _ - / SECTION 1 - USE FOR:
RED PINE CDURT LEFT.• STA 0+00 - STA 3+72
_ - A - �_� / _ v v / - \ WESTERN PINE WAY LEFT. STA 4+70 - ST
��A 8+00
�I- �vA��; '--\ 'V ---�' �/ WESTERN PINE WAY RI STA 6+30 - END OF CUL-DE-SAC
SECTION 2 -USE FOR:
RED PINE COURT RIGHT. STA 0+00.00 -STA 3+72
WESTERN PINE WAY LEFT: STA 0+10.75 - STA 4+70
WESTERN PINE WAY RIGHT.• STA 0+00.00 - STA 6+30
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�/ A / / / /v /l SECTION 3 - USE FOR:
/ \ \ //j / l / - _ - \ / / DITCH AT 30" PIPE INLET' STA 8+62.4
/ l LINE DITCH WITH CLASS A RIPRAP OVER FILTER FABRIC
STA 8+00.0 - STA 8+62.4
F / DITCH AT 30" PIPE OUTLET.- STA 9+18.4
PROVIDE 15x8' DISSIPATOR PAD WITH 18" THICK CLASS
B RIPRAP PLACED OVER FILTER FABRIC.
80, 0 40' 80' 160' --- - -T/ � N/F-
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SANDRA M McNEILL,
MINESI JAMES R BATCHELOR, JR \ SECTION 4 - USE FOR:
1 INCH = 80 FEET I PIN # 9568-88-5748 WESTERN PINE WAY LEFT. STA 9+18.4 - END OF CUL-DE-SAC
DB 006E PG 307
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LINE WITH 8' WIDE JUTE MATTING
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LINE WITH 6' WIDE JUTE MATTING
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NOTES. CONSTRUCTION OF THE PROJECT MUST COMPLY TO THE GENERAL NPDES AND THE CHANGES
IN THE NPDES PERMIT ENTITLED 'MAJOR ELEMENTS OF DWQ CONSTRUCTION GENERAL PERMIT
(NCGO 10000 WAS RENEWED APRIL 1, 2019
1. GROUND STABILIZATION. THE 7 DAYS AND 14 DAYS GROUND STABILIZATION REQUIREMENTS OF
THE NPDES PERMIT APPLY TO CONSTRUCTION OF THE PROJECT AS FOLLOWS.
• GROUND STABILIZATION SHALL BE INSTALLED IN 7 DAYS ON PERIMETER AREA AND SLOPES
GREATER THAN J.1
• GROUND STABILIZATION SHALL BE INSTALLED IN 14 DAYS ON OTHER AREAS
2. CONSTRUCTION AND BUILDING WASTE 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 ARE AVAILABLE.
• EARTHEN -MATERIAL STOCKPILES MUST BE LOCATED 50' FROM STORM DRAINS AND STREAMS
UNLESS NO REASONABLE ALTERNATIVES ARE AVAILABLE.
• CONCRETE MATERIAL MUST BE CONTROLLED TO AVOID CONTACT WITH SURFACE WATERS.
WETLANDS, OR BUFFERS.
J. INSPECTION.
• FOR WEEKLY INSPECTION AND RAIN GAUGE REQUIREMENTS SEE E&SC NOTES ON THE PLANS
• INSPECTIONS ARE REQUIRED DURING 'NORMAL BUSINESS HOURS"
• INSPECTION REPORTS MUST BE AVAILABLE ON -SITE DURING BUSINESS HOURS UNLESS A
SITE -SPECIFIC EXEMPTION IS APPROVED.
• RECORDS MUST BE KEPT FOR 3 YEARS AND AVAILABLE UPON REQUEST
• ELECTRONICALLY -AVAILABLE RECORDS MAY BE SUBSTITUTED UNDER CERTAIN CONDITIONS.
EROSION AND SEDIMENT CONTROL CONSTRUCTION AND MAINTENANCE NOTES
1. THE CONTRACTOR SHALL DESIGNATE AN EROSION AND SEDIMENT CONTROL COORDINATOR FOR THE
SITE.
2. HOLD PRE -CONSTRUCTION MEETING AT LEAST ONE WEEK BEFORE THE START OF ANY
CONSTRUCTION OPERATION. INVITE NCDENR, LQS AND HARNETT COUNTY SOIL EROSION CONTROL
COORDINATOR.
J. START CONSTRUCTION BY INSTALLING E&SC DEVICES AS PER CAMERON WOODS SUBDIVISION
CONSTRUCTION SEQUENCE SHOWN ON E&SC PLANS AND DETAILS.
4. START CONSTRUCTION OPERATIONS AS OUTLINED IN THE CAMERON WOODS SUBDIVISION
CONSTRUCTION SEQUENCE FOR CONSTRUCTION OF ROAD, STORMWATER, water main and sidewalk
5. ADJUST E&SC DEVICES AS OUTLINED IN THE SUBDIVISION CONSTRUCTION SEQUENCE IN ORDER TO
PERFORM PROPERLY WITH THE NEW GRADES.
6. WHEN CHANGES IN CONSTRUCTION ACTIVITIES SEQUENCE ARE NEEDED, AMEND E&SC PRACTICES TO
MAINTAIN MANAGEMENT CONTROL. CONSULT WITH THE PROJECT ENGINEER BEFORE MAKING THE
CHANGES.
7. ALL GRADED AREAS WILL BE SEEDED, FERTILIZED AND MULCHED TO MAINTAIN A VIGOROUS, DENSE
PERMANENT GROUND COVER WITHIN 15 DAYS AND TEMPORARY GROUND COVER WITHIN 14 DAYS
WITH THE DITCHES/SWELS TO BE STABILIZED WITHIN 7 DAYS
8. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE INSPECTED WEEKLY AND AFTER RAINFALL
EVENTS. NEEDED REPAIRS WILL BE MADE IMMEDIATELY.
9. ESTIMATED TIME BEFORE FINAL STABILIZATION IS 6 MONTHS.
10. ESTIMATED DISTURBED AREA IS 2.91 ACRES.
11. AFTER SITE IS STABILIZED, TEMPORARY SEDIMENT TRAPS, TEMPORARY DIVERSIONS, CONSTRUCTION
ENTRANCE AND CONSTRUCTION STAGING AND MATERIAL STOCKPILE AREAS AND OTHER EROSION
CONTROL DEVICES SHALL BE REMOVED, RESTORED TO ORIGINAL AND PERMANENTLY VEGETATED.
CONTRACTOR MUST RECEIVE PERMISSION BY THE PROJECT INSPECTOR BEFORE REMOVING ANY E&SC
DEVICES.
12. CONTRACTOR IS RESPONSIBLE FOR ALL INSTALLATION, MAINTENANCE AND REMOVAL OF ALL
TEMPORARY E&SC DEVICES ON THE PRO✓ECT.
13. THIS PLAN IN NO WAY COVERS IMPROVEMENTS TO ANY LOT OR LOTS. IF ANY SINGLE
DEVELOPER/BUILDER DISTURBS 1 + ACRE(S) ON ANY COMBINATION OF CONTIGUOUS LOTS, A
STANDALONE E&SC PLAN FOR THAT ACTIVITY SHOULD BE SUBMITTED TO AND APPROVED BY DIVISION
OF LAND QUALITY (DEQ).
CAMERON WOODS SUBDIVISION, CONSTRUCTION SEQUENCE.
1. ( BEFORE THE START OF ANY CONSTRUCTION OPERATIONS THE FOLLOWINGS SHALL BE INSTALLED:
• CLEAR ENOUGH AREA TO INSTALL CONSTRUCTION ENTRANCE AS SHOWN ON E&SC PLAN.
• CLEAR ENOUGH AREA TO INSTALL SILT FENCE AS SHOWN ON THE E&SC PLAN.
• CLEAR ENOUGH AREA TO INSTALL SEDIMENT BASINS AS SHOWN ON THE E&SC PLAN.
2. CLEAR AND GRUB THE AREA WITHIN THE RIGHT OF WAY OF THE SUBDIVISION ROADS UP TO 5'
OUTSIDE RIGHT OF WAY LINES ON BOTH SIDES AS SHOWN ON E&SC DISTURBED/DRAINAGE AREA
PLAN. ALSO, CLEAR AREA.of stock pile and borrow and Septic Access and Force Main area
J. INSTALL SILT FENCE 7' OUTSIDE RIGHT OF WAY LINES ON BOTH SIDES AS SHOWN ON E&SC
PLANS.
4. START GRADING OPERATION UP TO AND INCLUDING ROUGH GRADING
5. STOCKPILE TOPSOIL IN THE DESIGNATED AREA AS SHOWN ON E&SC PLAN. PROTECT STOCKPILE
AREA WITH SILT FENCE.
6. INSTALL STORM DRAIN 30" RC PIPE, CBS, OUTLET PIPE WITH F.E.S, OUTLET RIP RAP DISSIPATER
AS SHOWN ON E&SC AND DRAINAGE PLANS
7. INSTALL THE FOLLOWINGS.
• WATER SYSTEM INCLUDING SERVICE LINES AND FIRE HYDRANTS
• INSTALL SEPTIC FORCE MAIN TO THE SEPTIC FIELDS AS SHOWN ON PLANS
10. START FINE GRADING OPERATION BY FINE GRADING OF SUB -GRADE, INSTALLING FIRST LAYER OF
ABC BASE COURSE.
11. BACKFILL ROAD SHOULDERS.
12. COMPLETE INSTALLATION OF ABC BASE COURSE AND COMPACT AND TEST PER NCDOT
SPECIFICATIONS.
13. INSTALL 2" (S9.5C) FINAL SURFACE ASPHALT CONCRETE COURSE. SURFACE LAYER SHALL BE
COMPACTED AND TESTED ACCORDING TO NCDOT SPECIFICATIONS.
14. DRESS UP SHOULDERS, SEED, TACK AND STRAW DENUDED AREAS.
15. REMOVE ALL E&SC DEVICES, DRESS AREA, SEED MULCH AND STABILIZE DEVICES LOCATIONS.
16. INSPECT THE PROJECT AND DO GENERAL FERTILIZING AND REPAIR SEEDING.
17. Relocation of erosion control measures during construction and removal of devices
at the end of construction shall be coordinated with Erosion Control Inspector.
18. Level Spreader shall be installed after completion of construction and removal of
Sediment basin # 1
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION
PROGRAM.
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS
RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE
PROJECT TO MAKE SURE THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS
BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS TOOK EFFECT IN
OCTOBER 1, 2010. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY
SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE
FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATION AND MAINTENANCE OF EROSION AND
SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN. THE INSPECTIONS MUST
BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUE UNTIL PERMANENT GROUND
COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 11 JA-54H AND 15A NCAC 4B.0131. THE
SELF -INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREADSHEET FROM
HTTP://WWW.DIR.ENR. STATE NC.US/PHAGS/SEDIMENATION-NEW. HIM. IF YOU HAVE QUESTIONS OR
CANNOT ACCESS THE FORM, PLEASE CONTACT NCDEQ DIVISION OF LAND RESOURCES AT (919)
791-4200.
MAINTENANCE OF EROSION AND SEDIMENT CONTROL PRACTICES
1. THE CONTRACTOR SHALL CHECK ALL EROSION AND SEDIMENT CONTROL PRACTICES FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY BY THE
CONTRACTOR TO MAINTAIN ALL PRACTICES AS DESIGNED. ALSO PER NATIONAL POLLUTANT
DISCHARGE ELIMINATION SYSTEM (NPDES) GENERAL STORMWATER PERMIT, A RAIN GAUGE MUST
BE INSTALLED ON SITE. THE RAIN GAUGE MUST BE KEPT ONSITE AND INSPECTION BY THE
CONTRACTOR MUST BE MADE AND LOGGED AFTER EVERY HALF INCH RAINFALL AND ONCE A
WEEK.
2. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM SEDIMENT TRAPS WHEN STORAGE CAPACITY
HAS BEEN APPROXIMATELY 507. FILLED. GRAVEL SHALL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
J. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM BEHIND SILT FENCE WHEN IT BECOMES (0.5)
FEET DEEP AT THE FENCE. SILT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER.
4. THE CONTRACTOR SHALL FERTILIZE, RESEED AS NECESSARY, AND MULCH ALL SEEDED AREAS
ACCORDING TO SEEDING SPECIFICATIONS IN THE PLANS TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER.
5. THE CONTRACTOR SHALL PROVIDE GROUND COVER ON EXPOSED SLOPES OR OTHER AREAS
TEMPORARY OR PERMANENT WITHIN 14 DAYS AND THE SWALES/DITHCHES MUST
BE STABILIZED WITHIN 7 DAYS
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DATE.
04.01.17
SCALE.
1 "=80,
DESIGNED:
SWB
CHECKED:
SW8
DRAWN:
SWJ
APPROVED:
IDG LLC
SHEET:
5
7
OF
CAD FILE:
CAMERON
PROJECT NO:
2019.02