NCC222978_Site Plan or Location Map_20220822

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CONSTRUCTION SEQUENCE
EACH STAGE MUST BE COMPLETED AND IMMEDIATELY STABILIZED PRIOR TO STARTING SUBSEQUENT
STAGES. BMP'S SHALL BE INSTALLED IN THE LOCATIONS SHOWN ON THE ACCOMPANYING DRAWING
AND INSTALLED.
1) SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE ENVIRONMENTAL CONSULTANT. OBTAIN
A LAND —DISTURBING PERMIT.
CONTACT THE WAKE COUNTY ENVIRONMENTAL SERVICES DEPARTMENT OFFICE AT LEAST 48—HOURS
PRIOR TO COMMENCING ANY LAND —DISTURBING ACTIVITY. SCOTT REAMS WILL BE THE POINT OF
CONTACT FOR THIS LOT (EMAIL: [e-mail]; PHONE: [phone]).
THE CONTRACTOR SHALL CONDUCT SELF —INSPECTIONS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES AND COMPLETE THE FOLLOWING COMBINED
SELF —INSPECTION FORM FOUND ON THE DEMLR WEBSITE
HTTPS://FILES.NC.GOV/NCDEQ/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES
/STORM WATER/NPDES%20GENERAL%20PERMITS/DEMLR—CSW—MONITORING—FORM —
REV—AUGUST-8-2019.PDF. TWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPT
ON —SITE AND AVAILABLE FOR INSPECTIONS AT ALL TIMES. IT IS RECOMMENDED A COPY BE
KEPT IN A PERMITS BOX.
SELF —INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE
PERFORMED AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24—HOURS OF
EVERY RAIN EVENT OF GREATER THAN 1—INCH. ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED. ALL EROSION CONTROL MEASURES SHALL
BE SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN. A RAIN GUAGE SHALL BE
INSTALLED AT THE PROJECT SITE FOR MONITORING.
2) AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTRACTORS
INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE NORTH CAROLINA ONE CALL (811) SYSTEM AND/OR
A PRIVATE UTILITY LOCATION SERVICE FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.
AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, INCLUDING
CLEARING AND GRUBBING, THE OWNER AND/OR OPERATOR SHALL INVITE ALL CONTRACTORS, THE
LAND OWNER, ALL APPROPIATE MUNICIPAL OFFICIALS, THE E&S PLAN PREPARER, PCSM PREPARER,
THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF
IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE OF WAKE COUNTY ENVIRONMENTAL
SERVICES DEPARTMENT TO AN ON —SITE —PRE —CONSTRUCTION MEETING.
3) ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING
SEQUENCE. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY
FOLLOWING STAGE IS INITIATED. CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED
ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. ANY DEVIATION FROM THE FOLLOWING
SEQUENCE MUST BE APPROVED IN WRITING FROM WAKE COUNTY ENVIRONMENTAL SERVICES DEPT.
4) FIELD MARK/FENCE OFF EXISTING TREES TO BE PROTECTED DURING CONSTRUCTION.
5) CLEARLY FIELD MARK THE BOUNDARIES OF ANY & ALL WETLANDS, FLOODWAYS, BUFFER
STRIPS, SPRINGS, STEEP SLOPES AND OTHER CRITICAL AREAS TO REMAIN UNDISTURBED.
6) INSTALL GRAVEL CONSTRUCTION PAD, TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS OR
OTHER MEASURES AS SHOWN ON THE APPROVED PLAN. CLEAR ONLY AS NECESSARY TO INSTALL
THESE DEVIES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS IMMEDIATELY AFTER CONSTRUCTION.
7) INSTALL ANY DIVERSION CHANNELS AND IMMEDIATELY INSTALL THE TEMPORARY LINING PER
THE MANUFACTURES INSTRUCTIONS.
8) CALL ENVIRONMENTAL CONSULTANT FOR AN ONSITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT
TO OBTAIN A CERTIFICATE OF COMPLIANCE.
9) BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH GRADE SITE.
10) INSTALL STORM SEWER, IF SHOWN, AND PROTECT INLETS WITH BLOCK AND GRAVEL INLET CONTROLS, SEDIMENT
TRAPS OR OTHER APPROVED MEASURES AS SHOWN ON THE PLAN. BEGIN CONSTRUCTION, BUILDING, ETC.
11) BEGIN EXCAVATION FOR THE REMAINDER OF THE DRIVEWAY. FOR DRIVEWAYS SLOPING
TOWARDS A PUBLIC ROADWAY, EXCAVATE ONLY WHAT WILL BE STONED BY THE END OF EACH
WORKING DAY. PROVIDE A CROSS SLOPE OR CROWN THE CENTER (1/2" TO 3/4" PER FOOT)
OF THE DRIVEWAY AND INSTALL ANY BROAD —BASED DIPS TO DIRECT RUNOFF OFF OF
THE DRIVEWAY. IMMEDIATELY PERMANENTLY STABILIZE ALL GRADED DRIVEWAY AND PUBLIC
ROADWAY EMBANKMENTS. (STONE/SHALE UP TO HOME CONSTRUCTION)
12) STRIP TOPSOIL FROM THE BUILDING SITE AND IMMEDIATE WORK AREA ONLY. STOCKPILE
TOPSOIL IN THE LOCATON SHOWN. TEMPORARILY SEED AND STRAW —MULCH THE STOCKPILE.
13) PROCEED WITH BUILDING CONSTRUCTION AND SITE IMPROVEMENTS. TEMPORARILY SEED AND MULCH
ANY DISTURBED AREAS WHERE WORK CEASES. WHEN ROOF DOWNSPOUTS (WITHOUT INFILTRATION PITS)
ARE INSTALLED, TEMPORARILY EXTEND THE SPOUT (WITH FLEXIBLE PIPE) TO A STABLE UNDISTURBED AREA.
THE TOTAL LENGTH OF UTILITY TRENCHES OPEN SHOULD NOT EXCEED THAT WHICH CAN BE
BACKFILLED AND STABILIZED OR PLUGGED AT THE END OF EACH WORKING DAY.
14) DURING FAVORABLE GROWING CONDITIONS FINISH GRADE, REPLACE A MINIMUM UNIFORM
6" OF TOPSOIL, AND IMMEDIATELY APPLY LIME, FERTILIZE, SEED, STRAW —MULCH, AND
TACKIFIER PER THE PERMANENT STABILIZATION SPECIFICATIONS OR SOIL TEST RECOMMENDATIONS.
DO NOT DISTURB OUTSIDE THE LIMIT OF DISTURBANCE SHOWN ON THE DRAWINGS.
15) MAINTAIN AND REPAIR ALL BMP'S IMMEDIATELY AFTER EVERY RUNOFF EVENT AND ON A
WEEKLY BASIS THROUGHOUT CONSTRUCTION AND UNTIL ALL DISTURBED AREAS AREA PERMANENTLY
STABILIZED (I.E. AT LEAST A UNIFORM 70%, WELL —ESTABLISHED, PERENNIAL VEGETATIVE COVER).
16) STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS,
ETC. SEED AND MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES.
17) UPON PERMANENT STABILIZATION REMOVE AND PROPERLY DISPOSE OF/RECYCLE ANY SILT FENCE, CONSTRUCTION
WASTES, AND/OR OTHER BMPS'S. PERMANENTLY STABILIZE AREAS DISTURBED BY REMOVAL OF THE BMP's.
18) A QUARTERLY INSPECTION OF THE DRY WELL, RAIN GARDEN, ETC WILL NEED TO CONTINUE
PERPETUALLY. IF A STORMWATER BMP FAILS, THEN WILL NEED TO BE RECONSTRUCTED.
19) WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL ENVIRONMENTAL
CONSULTANT FOR AN INSPECTION (PRIOR TO THE REMOVAL/CONVERSION OF THE E&S BMP'S).
20) IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS, SILT FENCE, SEDIMENT BASINS, ETC., AND
SEED OUT OR STABILIZE ANY RESULTING BARE AREAS. ALL REMAINING PERMANENT EROSION CONTROL
DEVICES, SUCH AS VELOCITY DISSIPATORS, SHOULD NOW BE INSTALLED.
21) WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION BY THE
ENVIRONMENTAL CONSULTANT. OBTAIN A CERTIFICATE OF COMPLETION.
22) WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT WAKE ENVIRONMENTAL SERVICES
DEPARTMENT OF CLOSE OUT THE E&SC PLAN. AFTER WAKE COUNTY INFORMS THE PERMITTEE OF THE
PROJECT CLOSE OUT VIA INSPECTION REPORT, THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN
ELECTRONIC NOTICE OF TERMINATION (e—NOT). A $100 ANNUAL GENERAL PERMIT FEE FILL BE
CHARGED UNTIL THE e—NOT HAS BEEN FILLED OUT.
Aw
PROPERTY LINE
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ADJOINER PROPERTY LINE
BY DEED OR PLAT
711111111 21111�) LIMITS OF DISTURBANCE — — — —
S 16M000
V-Si i N'' DRAINAGE ARROW (PROPOSED)
SILT FENCE x x
SILT FENCE OUTLET}}♦}}{
STANDARD GRAVEL BAG
CURB INLET PROTECTION }
INDIVIDUAL LOT
EROSION CONTRO PLAN
STANDARD BLOCK & GRAVEL
DROP INLET PROTECTION 0
CONSTRUCTION ENTRANCE EM
LOTS 7 & 8 LEE"°
WAKE COUNTY,, N,,C.
SHEET INDEX
1 COVER SHEET &
EROSION CONTROL NOTES
2 EROSION CONTROL PLAN --LOT 7
3 EROSION CONTROL PLAN --LOT 8
4 EROSION CONTROL DETAILS
EROSION AND SEDIMENT CONTROL
APPROVED PLAN
DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
AK
couvTY ENVIRONMENTAL CONSULTANT SIGNATURE
EFFECTIVE: OX/23! l7
LOT 7 LOT 8
ADDRESS 5817 VINTAGE OAK LANE 5821 VINTAGE OAK LANE
PIN NO. 0789-88-3005 0789-88-M
ZONING R-40W R-40W
TOWNSfUP LEESVII.°LE LEESVII.°LE
DEED BOOK DB 18372 PG ll35 DB 18293 PG 550
MAP BOOK BM 2020 PG 2078 BM 2020 PG 2078
DISTURBED AREA 20,800 S.F. 2L400 S.F.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CURRENT
WAKE COUNTY CONSTRUCTION
SPECIFICATIONS AND DETAILS
BUILDER INFORMATION
EXETER BUILDING COMPANY
900 RIDGEFIELD LANE, SUITE 50
RALEIGH, NORTH CAROLINA 27609
ATTN: STEPHEN DUNN
PH: [phone]
EMAIL: [e-mail]
GENERAL E&S NOTES
- THE EROSION AND SEDIMENT POLLUTION CONTROL PLAN SHALL BE AVAILABLE
ON —SITE AT ALL TIMES DURING THE EARTH DISTURBANCE ACTIVITY AND UNTIL ALL
DISTURBED AREAS ARE PERMANENTLY STABILIZED.
THE CONTRACTOR WILL BE RESPONSIBLE FOR THE REMOVAL OF ANY EXCESS
MATERIAL AND MAKE SURE SITES) RECEIVING THE EXCESS HAS AN EROSION &
SEDIMENT CONTROL PLAN THAT MEETS THE CONDITIONS OF CHAPTER 102 AND/OR
OTHER STATE AND FEDERAL REGULATIONS.
ALL BUILDING MATERIALS AND WASTES MUST BE REMOVED FROM THE SITE AND
RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE
MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET. SEQ., 271.1 ET. SEQ., AND
287.1 ET. SEQ. NO BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR
DISCHARGED AT THE SITE.
— IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE
POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE
OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO
ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.
— ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL
BMP, SUCH AS A PUMPED WATER FILTER BAG OR EQUIVALENT SEDIMENT REMOVAL
FACILITY, OVER UNDISTURBED VEGETATED AREAS.
— CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON —WATER SOLUBLE,
NON —DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK,
STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM
CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE
AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED
IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED.
(THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED ASPHALT OR ASPHALT THAT
HAS BEEN PROCESSED FOR RE —USE.).
A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE
AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE WAKE ENVIRONMENTAL
SERVICES DEPARTMENT SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED
PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. WAKE COUNTY MAY
REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND APPROVAL
AT ITS DISCRETION.
— IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL
FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL
IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL
FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION AND NOTIFY THE WAKE
ENVIRONMENTAL SERVICES DEPARTMENT.
GENERAL GRADING NOTES
1. ALL EROSION CONTROL MEASURES SHALL BE IN
PLACE BEFORE LAND DISTURBANCE ACTIVITIES BEGIN.
2. FINISHED GRADE TO BE SLOPED AWAY FROM
FOUNDATION 6" IN THE FIRST 10 FEET.
3. THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE
DEED RESTRICTIONS, EASEMENTS, RIGHTS —OF —WAY, UTILITIES AND
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED.
4. THE BUILDER ASSUMES RESPONSIBILITY FOR GRADING LOT AND/OR
DESIGNING STEPS, PORCHES, DECKS, ETC. AS NECESSARY TO
PREVENT ENCROACHMENT INTO SETBACKS.
5. HOUSE DIMENSIONS AND OPTIONS SHOULD BE VERIFIED WITH
CONTRACTOR PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
6. SETBACKS/EASEMENTS SHALL BE VERIFIED WITH DEVELOPER AND
LOCAL OFFICIALS PRIOR TO THE START OF CONSTRUCTION ACTIVITIES.
7. THIS IS A CONCEPTUAL DRAWING AND CONTENTS SHOWN HEREON
ARE SUBJECT TO CHANGE UPON FINAL CONSTRUCTION.
8. GRADING PLAN IS INTENDED TO REPRESENT THE PAD ELEVATION
AND NOT INTENDED TO REPRESENT THE FINE GRADING OF
PORCHES, SLABS, DRIVEWAYS, PATIOS, AND SIDEWALKS, ETC.
9. GRADING PLAN IS INTENDED TO PROVIDE POSITIVE DRAINAGE FOR LOT.
10. OWNER SHALL BE RESPONSIBLE FOR COORDINATING GRADING PLAN
WITH LANDSCAPE PLAN/GRADING CONTRACTOR.
11. WAKE ENVIRONMENTAL SERVICES DEPARTMENT RESERVE THE RIGHT TO REQUIRE
ADDITIONAL EROSION CONTROL MEASURES SHOULD THE PLAN OR ITS
IMPLEMENTATION PROVE TO BE INADEQUATE.
12. THE CONTRACTOR SHALL CONTACT N.C. ONE CALL (1-800-632-4949)
TO LOCATED ALL UTILITIES PRIOR TO THE BEGINNING OF CONSTRUCTION.
13. FOR GROUND STABILIZATION TIMEFRAMES, SEE TABLE ON DETAIL SHEET.
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DRAWN BY:
EG
REVIEWED BY:
DMR
DATE: JULY 12,
2022
SCALE:
N.T.S.
FILE NO.: VINTAGE 7-8.DWG
REV. NO.:
NONE
SHEET NO. 1 OF
4

Temporary seeding recommendations for late Winter Early Spring
Seeding Mixture
Species Rate (Lb acre)
Rye Grain (green) 120
Annual lespedeza (Kobe in
Piedmont and Costal Plain) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates:
Piedmont and Coastal Plain- January 1 -May 1
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre ground
agricultural limestone and 1,000 lb acre 10-10-10 fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack, netting or
a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulching anchoring tool.
Maintenance:
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize and
mulch immediately following erosion and other damage.
Temporary seeding recommendations for Summer
Seeding Mixture
Species Rate (Lb acre)
German millet 40
Seeding dates:
Piedmont- May 1 -Aug 15
Coastal Plain- April 15- Aug 31
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre
ground agricultural limestone and 1,000 lb acre 10-10-10
fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack,
netting or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulching anchoring tool.
Maintenance:
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize
and mulch immediately following erosion and other damage.
PERMANENT SEEDING REQUIREMENTS FOR
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 Ibs/acre
Nov 1 - Mar 1
Tall Fescue & Abruzzi Rye
300 Ibs/acre
Mar 1 -Apr 15
Tall Fescue
300 Ibs/acre
Apr 15 -Jun 30
Hulled Common
Bermudagrass
25lbs/acre
125 Ibs/acre (Tall
Tall Fescue AND Browntop
Fescue); 35 Ibs/acre
Jul 1 - Aug 15
Millet or Sorghum -Sudan
Browntop Millet); 30
Hybrids***
Ibs/acre (Sorghum -
Sudan Hybrids)
BUILDER INFORMATION
EXETER BUILDING COMPANY
900 RIDGEFIELD LANE, SUITE 50
RALEIGH, NORTH CAROLINA 27609
ATTN: STEPHEN DUNN
PH: [phone]
EMAIL: [e-mail]
EROSION CONTROL NOTES
Temporary seeding recommendations for Fall
Seeding Mixture
Species Rate (Lb acre)
Rye Grain 120
Seeding dates:
Piedmont- Aug 15 - Dec 31
Coastal Plain- Aug 31 - Dec 31
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre
ground agricultural limestone and 1,000 lb acre 10-10-10
fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack,
netting or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulching anchoring tool.
Maintenance:
Repair and maintain damaged areas immediately. Topdress
with 50 lb acre of nitrogen in March. If it is necessary to
extend temporary cover beyond June 15, overseed with 50
lb acre Kobe (Piedmont and Costal Plain) in late February or
early March.
1. Chisel compacted areas and spread topsoil three inches deep over adverse
soil conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots and other obstructions, leaving surface
reasonable smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix
with soil (see mixture below).
5. Continue tillage until a well -pulverized, firm, reasonably uniform sedbed is
prepared four to six inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
S. Inspect all seeded areas and make necessary repairs or reseedings within the
planting season, if possible. If stand should be more than 60% damaged, re-
establish following the original lime, fertilizer and seeding rates.
Mixture:
Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 lbs/acre - 10-10-10
Superphosphate - 500 lbs/acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt emulsion at 300 gallons/acre
SEEDING REQUIREMENTS
1. ALL GRADING, BACKFILLING, EXCAVATION, ETC. SHALL BE IN ACCORDANCE WITH THE
STANDARDS AND SPECIFICATIONS SET FORTH BY THE LOCAL GOVERNING AUTHORITY. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR
COORDINATING ALL CONSTRUCTION ACTIVITIES WITH SAID AUTHORITY.
2. CONTRACTOR IS TO CONTACT NORTH CAROLINA "ONE CALL" AT 811 FOR UNDERGROUND
UTILITY LOCATION 48-HOURS PRIOR TO ANY DIGGING.
3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PER THESE PLANS AND
MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND APPROVED FOR REMOVAL BY
THE WAKE COUNTY WATERSHED MANAGER.
4. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE
SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANY STORM
DRAINAGE SYSTEM.
5. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
6. ALL GROUND COVER FOR THESE RESIDENTIAL LOTS SHALL BE IN ACCORDNANCE WITH
THE SEEDING SCHEDULES ON THESE PLANS.
7. ANY AND ALL DISTURBED AREAS SHALL BE FINE GRADED, SEEDED WITH PERMANENT
GRASS SEEDING MIX AND STRAWED PRIOR TO DEMOLIZATION FROM THE SITE.
8. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING
BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITH 14 CALENDAR DAYS
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
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CARL & EMILIE SIGEL
D.B. 8593, PG. 2192
30' WATERSHED N/F
WATER — THOMAS & DIANE BELL
SUPPLY BUFFER _ _._ _-- D.B. 2246, PG. 410
390—
f
/ N15"50'34"W 235.09 �\ ` — — — — — _ — 380
370
30' WATERSHED �. — \
WATER SUPPLY BUFFER _ _ 48,077 S.F. \ - N.
\ TOP OF BANK
— — _ 390 \\\ SILT FENCE, �1.10 AC (APPROX. BM 2020, PG 2078)
OUTLET, TYP. \
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LIMITS OF DISTURBANCE
(± 20, 800 S.F. )
SILT FENCE X /
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LCONCRETE
TEMPORARY STONE WASHOUT AREA
CONSTRUCTION DRIVE
20' PRIVATE DRAINAGE
I EASEMENT
VINTAGE OAK LANE
45' PRIVATE R /W
SILT FENCE
OUTLET
PROPERTY LINE
ADJOINER PROPERTY LINE
BY DEED OR PLAT
LIMITS OF DISTURBANCE — — — —
DRAINAGE ARROW (PROPOSED)
SILT FENCE x x
SILT FENCE OUTLET 0}}}}}{
STANDARD GRAVEL BAG
CURB INLET PROTECTION }
STANDARD BLOCK & GRAVEL
DROP INLET PROTECTION 0
CONSTRUCTION ENTRANCE EM
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CURRENT
WAKE COUNTY CONSTRUCTION
SPECIFICATIONS AND DETAILS
LEGEND
GRAPHIC SCALE
30 0 15 30
( IN FEET )
1 inch = 30 ft.
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DRAWN BY:
EG
REVIEWED BY:
DMR
DATE: JULY 12,
2022
SCALE: 1 "
= 30'
FILE NO.: VINTAGE 7-8.DWG
REV. NO.:
NONE
SHEET N0. 2 OF
4

Temporary seeding recommendations for late Winter Early Spring
Seeding Mixture
Species Rate (Lb acre)
Rye Grain (green) 120
Annual lespedeza (Kobe in
Piedmont and Costal Plain) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates:
Piedmont and Coastal Plain- January 1 -May 1
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre ground
agricultural limestone and 1,000 lb acre 10-10-10 fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack, netting or
a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulching anchoring tool.
Maintenance:
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize and
mulch immediately following erosion and other damage.
Temporary seeding recommendations for Summer
Seeding Mixture
Species Rate (Lb acre)
German millet 40
Seeding dates:
Piedmont- May 1 -Aug 15
Coastal Plain- April 15- Aug 31
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre
ground agricultural limestone and 1,000 lb acre 10-10-10
fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack,
netting or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulching anchoring tool.
Maintenance:
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize
and mulch immediately following erosion and other damage.
PERMANENT SEEDING REQUIREMENTS FOR
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 Ibs/acre
Nov 1 - Mar 1
Tall Fescue & Abruzzi Rye
300 Ibs/acre
Mar 1 -Apr 15
Tall Fescue
300 Ibs/acre
Apr 15 -Jun 30
Hulled ommon
Bermudagrass
251bs/acre
125 Ibs/acre (Tall
Tall Fescue AND Browntop
Fescue); 35 Ibs/acre
Jul 1 -Aug 15
Millet or Sorghum -Sudan
Browntop Millet); 30
Hybrids***
Ibs/acre (Sorghum -
Sudan Hybrids)
BUILDER INFORMATION
EXETER BUILDING COMPANY
900 RIDGEFIELD LANE, SUITE 50
RALEIGH, NORTH CAROLINA 27609
ATTN: STEPHEN DUNN
PH: [phone]
EMAIL: [e-mail]
EROSION CONTROL NOTES
Temporary seeding recommendations for Fall
Seeding Mixture
Species Rate (Lb acre)
Rye Grain 120
Seeding dates:
Piedmont- Aug 15 - Dec 31
Coastal Plain- Aug 31 - Dec 31
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre
ground agricultural limestone and 1,000 lb acre 10-10-10
fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack,
netting or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulching anchoring tool.
Maintenance:
Repair and maintain damaged areas immediately. Topdress
with 50 lb acre of nitrogen in March. If it is necessary to
extend temporary cover beyond June 15, overseed with 50
lb acre Kobe (Piedmont and Costal Plain) in late February or
early March.
1. Chisel compacted areas and spread topsoil three inches deep over adverse
soil conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots and other obstructions, leaving surface
reasonable smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix
with soil (see mixture below).
5. Continue tillage until a well -pulverized, firm, reasonably uniform sedbed is
prepared four to six inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
S. Inspect all seeded areas and make necessary repairs or reseedings within the
planting season, if possible. If stand should be more than 60% damaged, re-
establish following the original lime, fertilizer and seeding rates.
Mixture:
Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 lbs/acre - 10-10-10
Superphosphate - 500 lbs/acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt emulsion at 300 gallons/acre
SEEDING REQUIREMENTS
1. ALL GRADING, BACKFILLING, EXCAVATION, ETC. SHALL BE IN ACCORDANCE WITH THE
STANDARDS AND SPECIFICATIONS SET FORTH BY THE LOCAL GOVERNING AUTHORITY. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR
COORDINATING ALL CONSTRUCTION ACTIVITIES WITH SAID AUTHORITY.
2. CONTRACTOR IS TO CONTACT NORTH CAROLINA "ONE CALL" AT 811 FOR UNDERGROUND
UTILITY LOCATION 48-HOURS PRIOR TO ANY DIGGING.
3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PER THESE PLANS AND
MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND APPROVED FOR REMOVAL BY
THE WAKE COUNTY WATERSHED MANAGER.
4. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE
SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANY STORM
DRAINAGE SYSTEM.
5. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
6. ALL GROUND COVER FOR THESE RESIDENTIAL LOTS SHALL BE IN ACCORDNANCE WITH
THE SEEDING SCHEDULES ON THESE PLANS.
7. ANY AND ALL DISTURBED AREAS SHALL BE FINE GRADED, SEEDED WITH PERMANENT
GRASS SEEDING MIX AND STRAWED PRIOR TO DEMOLIZATION FROM THE SITE.
8. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING
BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITH 14 CALENDAR DAYS
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
TOP OF BANK
(APPROX. BM 2020, PG 2078)
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THOMAS & DIANE BELL
D.B. 15994, PG. 1829
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THE FUTURE REPAIR AREA FOR SEPTIC IS TO REMAIN UNDISTURBED
UNTIL SUCH TIME AS THE PRIMARY DRAIN FIELD FAILS
25' TREE &
VEGETATION BUFFER
SILT FENCE
OUTLET, TYP.
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STANDARD GRAVEL BAG
CURB INLET PROTECTION
STANDARD BLOCK & GRAVEL
DROP INLET PROTECTION
CONSTRUCTION ENTRANCE
LEGEND
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BEARING
DISTANCE
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\ \ �L0 I DRY POND #2 ACCESS EASEMENT
I \ 00 STORMWATER CONTROL 20' PRIVATE
MEASURE EASEMENT DRAINAGE EASEMENT SE
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ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CURRENT
WAKE COUNTY CONSTRUCTION
SPECIFICATIONS AND DETAILS
GRAPHIC SCALE
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( IN FEET )
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REVIEWED BY:
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DATE: JULY 12,
2022
SCALE: 1 "
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FILE NO.: VINTAGE 7
8.DWG
REV. NO.:
NONE
SHEETNo. 3 OF
4

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGOI CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this Ian sheet will result in the construction
p g p p
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization
Timeframes
Stabilize within this
many calendar
Site Area Description
days after ceasing
Timeframe variations
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
(HQW) Zones
7
None
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
(d) Slopes 3:1 to 4:1
14
-7 days for perimeter dikes, swales,
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: Hrier ine permanent cessarlon or consirucrlon acrlvlrles, any areas wim temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENTAND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
S. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
S. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
S. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
10'
A COHESIVE N MIN DRAW (TIP.)
LOW MTRAPON ' S
O O O O SANDBAGS (TYP.) SOIL BERM T 10 NIL C%ESIYi R
O O OR STAPLES () O O I PLASTIC LINING LOW RLTRA11
10 NIL I .1 SCE
SLOP SOL BERM
O SILT FENCE SIDE LININGC OSANDBAMR srMIES(TW) O ,b�
0 0 (T "
0 0 0 0 (° SEcT1DN B-B
FIELD
�LCCAIIM OEIFIO•m N
OR STAPLEP"
DEVICE
( S)ae M CLEARLY MARKED SIGNAGE
�jrILEARLY
NOTING DEWCE MARKED
IGNA MIN.) SECTION A -A W SHC Wr NOTING DEVICE D ING A' MIN.) FINE COIIOEn rMNINIT
SINalUEB •VLL N: NANIAND)
I
wEN NE IA}ID AID aauo
1. ACNAL IarwnoN oE1NnwEo N rEln RFACIEs TaN a 11E BNOCnIRFs
z NE CaNOWn wwNAlr x1A1aPAWS sNu CAPACnY To PADYwE ADEWAIE
Ni NANTANDI - NE NNNI NO/OR SqD �• bT- wTM A YNWY lY
R/i9C4 Sm{ 6 M S1AU:RJIWx A, NCIEB Oi nEDTDARP
xmATEw w1N1NIT SwNC1URE IENn 10 Ni ELAN g[yA® w1N
PLAN NrARr NrAATo wN NONAGE Nona oEWoz
BELOW GRADE WASHOUT STRUCTURE ABOVE GRA06W�AWTSTRUCTURE
Norm WASHOUT
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
spills
install protection of storm drain inlet(s) closest to the washout which could receive
or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved by the Division.
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
v
stream has visible increased turbidity from the construction
v
or offsite
and within 24
activity, then a record of the following shall be made:
Y, g
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity,construction or redevelopment, permanent
p ,
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
p p p q
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the Division
or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be
drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with
extended cold weather). Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface
withdrawal
shall not commence until the E&SC plan authority has approved these items,
b The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III Section C Item (2)(c) and d of thispermit,
() p p Yp ()() ()
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls
include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the
United States.
EFFECTIVE: 04/01/19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regard(ess of
volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section
311 of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of
CERCLA (Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7calendardays, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO 1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01/19
MINIMUM 10 GAUGE
LINE WIRES ----- <
NOTES:
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1. Use silt fence only when drainage area
does not exceed 1/4 acre and never in
areas of concentrated flow.
2. Remove deposited sediment when 50%
capacity is reached and as needed to
provide storage volume for the next rain
event and to remove hydraulic pressure
on the silt fence.
3. Inspect silt fence weekly and after each
1" rain event.
TOP OF SILT F
MUST BE AT LI
ABOVE THE TC
THE WASHED
NOTES:
1. Remove sediment when half of stone outlet is
covered.
2. Replace stone as needed to facilitate dewatering.
3. Stone outlets should be placed on low elevation
areas of silt fence and based on field conditions.
4. Per NCG-01 , inspect outlet at least once a week
and after each 1" rain event. Complete any required
repairs immediately. Freshen stone when sediment
accumulation exceeds 6 inches. Keep mesh free of
debris to provide adequate flow.
5. Hardware cloth and gravel should overlap the silt fence
at least 12 inches.
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
o
I
i7 (D FILL SLOPE
N
rrN)Z
-r_pnnr7
-MINIMUM 12-1/2 GAUGE
INTERMEDIATE WIRES
GRADE
SKIRT TO BE TRENCHED IN, AT A MINIMUM,
= TI 8" VERTICALLY & 4" HORIZONTALLY
o
N Ili l
- ANCHOR SKIRT AS DIRECTED
III I- BY ENGINEER
clrlC vl�(n�
STANDARD TEMPORARY SILT FENCE
2' INTO SOLID GROUND
STEEL POST
WOVEN WIRE FABRIC
HARDWARE CLOTH
SECTION VIEW
FILTER OF#57 \
WASHED STONE
__T
\\\
00
15"MIN
FILTER FABRICAPRON
21 QacB�o�„
^Q
/3'
ON GROUND
BURY WIRE FENCE AN
HARDWARE CLOTH
STANDARD SILT FENCE OUTLET
0_011 MINIMUM
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
10-FT MINIMUM OR
EXISTING
2"-3" STONE TO BE USED
WIDTH OF PROPOSED
ROADWAY
°' (SURGE STONE OR RAILROAD BALLAST)
DRIVEWAY, WHICHEVER
IS GREATER.
EXISTING ROAD
PLAN VIEW
NOTES:
`BURY 5" UPPER EDGE OF
7 FILTER FABRIC APRON IN TRENCH
LJ
1. Install silt fence or tree protection fence adjacent to
construction entrance to direct vehicles to drive on stone.
2. If mud is not removed from the vehicles traveling over the
stone, then the tires of the vehicles should be washed
before entering the public road or the construction entrance
must be lengthened. Sweep streets immediate13- if mud is
tracked offsite onto public roads.
3. Maintain construction entrance in a condition to prevent
mud or sediment from leaving the site. Entrance will
require periodic removal of sediment -laden stone and
q
replacement with fresh stone. Immediate13- remove all
mud/sediment/rock tracked off the lot.
NEW
CONSTRUCTION
30'-0" MINIMUM
WAY
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STANDARD RESIDENTIAL CONSTRUCTION ENTRANCE DETAIL
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DRAWN BY:
EG
REVIEWED BY:
DMR
DATE: JULY 12,
2022
SCALE:
N.T.S.
FILE NO.: VINTAGE 7_8.DWG
REV. NO.:
NONE
SHEET NO. 4 OF
4