NCC230016_Site Plan or Location Map_20230104

DocuSign Envelope ID: A39E2004-ACFC-4C15-AA78-5F5E5D2B4E2B
TEMPORARY SEEDING SCHEDULE
(TO TEMPORARILY STABILIZE DENUDED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF 15 WORKING DAYS)
SEEDING DATES: DECEMBER 1 THRU APRIL 15
SEEDING MIXTURE: SPECIES RATE RATE (LBS/AC)
RYE (GRAIN) 120
ANNUAL LESPEDEZA (KOBE) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYOND JUNE
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC — ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: APRIL 15 — AUGUST 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
GERMAN MILLET 40
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
750 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC — ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING DATES: AUGUST 15 THRU DECEMBER 15
SEEDING MIXTURE: SPECIES RATE (LBS/AC)
RYE (GRAIN)
120
SOIL AMENDMENTS:
FOLLOW SOIL TESTS OR APPLY:
2,000 LBS/AC LIMESTONE AND
1,000 LB/AC 10-10-10 FERTILIZER
MULCH: 4,000 LBS/AC — ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OF A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE: REPAIR AND REFERTLIZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LBS/AC OF NITROGEN IN
MARCH.IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBS/AC KOBE IN LATE
FEBRUARY OR EARLY MARCH
TEMPORARY SEEDBED PREPARATION
1. A GOOD SEEDBED IS WELL PULVERIZED, LOOSE, AND UNIFORM.
2.UMING — APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. IF THE PH (ACIDITY) OF THE SOIL IS NOT KNOW, AN
APPLICATION OF GROUND AGRICULTURAL LIMESTONE AT THE RATE OF 1 — 1.5 TONS/ACRE ON FINE TEXTURED SOILS AND
2-3 TONS/ACRE ON COARSE TEXTURED SOILS IS USUALLY SUFFICIENT. APPLY LIMESTONE UNIFORMLY AND
INCORPORATE INTO THE TOP 4-6 INCHES OF THE SOIL. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED.
3.FERTILIZER — BASE APPLICATION RATES ON SOIL TESTS. WHEN THESE ARE NOT POSSIBLE APPLY A 10-10-10 GRADE
FERTILIZER AT 70D — 1000 LB/ACRE. BOTH FERTILIZER AND LIME SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF
IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE
APPLICATION.
4.SURFACE ROUGHENING — IF RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL
ROUGHENING MAY NOT BE REQUIRED, EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO
BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER
SUITABLE METHODS. GROOVE OR FURROW SLOPES STEEPER THAN 3:1 ON THE CONTOUR BEFORE SEEDING. SEE
OTHER REQUIREMENTS FOR SURFACE ROUGHENING ON THIS SHEET.
EROSION CONTROL CONSTRUCTION SEQUENCE AND NOTES
1. OBTAIN A LAND DISTURBING PERMIT FROM SCOTT REAMS AT
919-868-4986.
2.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 DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS
IMMEDIATELY AFTER CONSTRUCTION.
3. CALL ENVIRONMENTAL CONSULTANT, SCOTT REAMS AT 919-868-4986, FOR
AN ONSITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT TO OBTAIN A
CERTIFICATE OF COMPLIANCE.
4. BEGIN CLEARING AND GRUBBING. MAINTAIN DEVICES AS NEEDED. ROUGH
GRADE SITE.
5.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.
6.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.
7.WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED
COMPLETELY, CALL ENVIRONMENTAL CONSULTANT, SCOTT REAMS AT
919-868-4986 FOR AN INSPECTION.
8.I1' 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 DISSIPATERS, SHOULD NOW
BE INSTALLED.
9. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE INSPECTION
BY THE ENVIRONMENTAL CONSULTANT, SCOTT REAMS AT 919-868-4986.
OBTAIN A CERTIFICATE OF COMPLETION.
EROSION CONTROL MEASURES SELF INSPECTION
1. THE FINANCIALLY RESPONSIBLE PARTY, LANDOWNER, OR THEIR AGENT SHALL CONDUCT INSPECTIONS OF ALL EROSION
CONTROL DEVICES AND PRACTICES IN ACCORDANCE WITH NCDENR DIVISION OF LAND RESOURCES REQUIREMENTS
FOR SELF INSPECTION.
2. A SELF INSPECTION SHALL BE PERFORMED AFTER EACH PHASE OF THE APPROVED SEDIMENT AND EROSION CONTROL
PLAN IS COMPLETE. THIS SHALL INCLUDE BUT SHALL NOT BE LIMITED TO THE FOLLOWING:
2.1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL MEASURES.
2.2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
2.3, COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
2.4.INSTALLA11ON OF STORM DRAINAGE FACILITIES.
2.5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT
2.6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION.
3. PERSON PERFORMING INSPECTION MAY USE THE STANDARD FORM PROVIDED BY NCDENR DIVISION OF LAND
RESOURCES OR MAY MARK UP A SINGLE COPY OF THE APPROVED SEDIMENT AND EROSION CONTROL PLAN. ANY
DOCUMENTATION OF THE SELF INSPECTIONS SHALL BE MAINTAINED ON —SITE AND MADE AVAILABLE TO THE EROSION
CONTROL INSPECTOR.
4. 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 OCTOBER 1, 2010. AS OF AUGUST 1, 2013 THE
SELF —INSPECTION PROGRAM WAS COMBINED WITH 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 CONTINUED
UNTIL PERMANENT GROUND COVER IS ESTABLISHED IN ACCORDANCE WITH NCGS 113A-54.1 AND 15A NCAC 46.0131. A
COMBINED SELF —INSPECTION / SELF —MONITORING FORM IS AVAILABLE AT THE FOLLOWING WEB ADDRESS:
HTTP: //PORTAL. N CDENR. ORG/WEB/LR/EROSION .IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE
CONTACT THE
LAND QUALITY SECTION AT [phone].
N
EROISON PLAN
LOTS 447475 AND 89 VICINITY MAP
9 9
EROSION AND SEDIMENT CONTROL
APPROVED PLAN
WEX /FORD RES A R VE PH2 DATE
PERMIT NO. S-
Wake County Environmental Services
Sedimentation & Erosion Control
919-856-7400
ENVIRONMENTAL CONSULTANT SIGNATURE
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
C�ivplP
CAWTHORNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST, N.C., 27587, [phone]
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SOIL AND EROSION PLAN FOR
LOTS 44, 74, 75 AND 89
WEXFORD RESERVE PH2
OWNER: WATERSTONE PARTNERS LLC
WEXFORD WOODS LANE
WEXFORD FOREST LANE
AILESBURY ROAD
WEXFORD WATERS LANE
D.B. 17041, PAGE 1540
B.M. 2022, PAGE 1913
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
OCTOBER 21, 2022
60 30 0 60 120
SCALE 1 0=60'
SHEET 1 OF 3

DocuSign Envelope ID: A39E2004-ACFC-4C15-AA78-5F5E5D2B4E2B
10-20-1 MINIMUM STANDARDS -ALL SOIL EROSION AND SEDIMENTATION CONTROL PLANS AND MEASURES MUST CONFORM TO THE
MINIMUM APPLICABLE STANDARDS SPECIFIED IN NORTH CAROLINA'S EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND THE WAKE COUNTY SEDIMENTATION AND EROSION CONTROL PLAN REVIEW MANUAL. EROSION CONTROL DEVICES MUST BE INSTALLED
TO PREVENT ANY OFFSITE SEDIMENTATION FOR ANY CONSTRUCTION SITE REGARDLESS OF THE SIZE OF THE LAND DISTURBANCE.
SENATE BILL 1020; "SECTION 3.(H) ADDITIONAL STANDARDS FOR LAND -DISTURBING ACTIVITIES IN THE WATER SUPPLY WATERSHED":
A. EROSION AND SEDIMENTATION CONTROL MEASURES, STRUCTURES, AND DEVICES SHALL BE PLANNED, DESIGNED, AND
CONSTRUCTED TO PROVIDE PROTECTION FROM THE RUNOFF OF THE 25-YEAR STORM
B. SEDIMENT BASINS SHALL BE PLANNED, DESIGNED, AND CONSTRUCTED SO THAT THE BASIN WILL HAVE A SETTLING EFFICIENCY OF
AT LEAST SEVENTY PERCENT (70%) FOR THE 40-MICRON SIZE SOIL PARTICLE TRANSPORTED INTO THE BASIN BY THE RUNOFF OF THE
TWO-YEAR STORM THAT PRODUCES THE MAXIMUM PEAK RATE OF RUNOFF
C. NEWLY CONSTRUCTED OPEN CHANNELS SHALL BE PLANNED, DESIGNED, AND CONSTRUCTED WITH SIDE SLOPES NO STEEPER THAN
TWO HORIZONTAL TO ONE VERTICAL IF A VEGETATIVE COVER IS USED FOR STABILIZATION UNLESS SOIL CONDITIONS PERMIT STEEPER SLOPES
OR WHERE THE SLOPES ARE STABILIZED BY USING MECHANICAL DEVICES, STRUCTURAL DEVICES, OR OTHER ACCEPTABLE DITCH LINERS.
Other Agency Approvals/Enforcement: Wake County's approval
of this plan does not supersede any other
required approvals or permits. See Wake County Unified
Development Ordinance (UDO) 1-18-6 References to
Other Regulations and 1-19-1 Conflict with State or Federal
Regulations and 10-30-3 (H)
SITE
DATA TABLE
ZONING DISTRICT
R-40W
RIVER BASIN
NEUSE
COUNTY WATERSHED
FALLS LAKE
WATERBODY INDEX
27-17- 0.7
LOT NUMBER
LATITUDE LONGITUDE
44
35.994561-78.548767
74
35.993571-78.549046
75
35.993380-78.549282
89
35.995759-78.549711
N
C��1 rP
C A WTH 0
CONSTRUCTION SEQUENCE
1.013TAIN A LAND DISTURBING PERMIT.
2. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITY (NCGO10000) TO STORMWATER INSPECTIONS THROUGHOUT THE PROJECT.
3.INSTALL ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. LIMIT CLEARING AND LAND DISTURBING ACTIVITY TO THE AREA NECESSARY TO INSTALL THE PERMITTED MEASURES.
4. CONSTRUCTION ENTRANCES SHALL BE LOCATED WHERE DRIVEWAYS WILL BE LOCATED. SILT FENCE SHALL BE INSTALLED ALONG PERIMETER OF EACH INDIVIDUAL LOT AS SHOWN ON PLAN,
ENSURING TO REMAIN OUTSIDE OF WETLANDS AND BUFFERS.
5. UPON APPROVAL OF THE STORMWATER SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY.
6. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
6.1 STABILIZE ANY AND ALL BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.
6.2 STABILIZE ANY AND ALL DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR 30 DAYS OR MORE WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING.
FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, PROVIDE TEMPORARY GROUND COVER IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF FOURTEEN (14) DAYS.
6.3 PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND —DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN WITHIN FOURTEEN
6.4 (14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
6.5 ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION WITHIN FOURTEEN (14) CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR
PRIOR TO FINAL INSPECTION.
7.INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED EROSION,
OFF —SITE SEDIMENTATION, OR REPETITIVE NON—COMPLIANCE ISSUES.
& MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT BEFORE THEY
ARE HALF FULL. CLOGGED STONE FILTERS MUST BE REFRESHED/REPLACED. SILT FENCE CAN NOT HAVE HOLES OR TEARS.
9.ONCE THE STORMWATER FINAL INSPECTION IS APPROVED, CLOSE THE GRADING PERMIT AND OBTAIN A CERTIFICATE OF COMPLETION.
VICINITY MAP
Ii
LINE TYPE LEGEND
II I PROPERTY LINE
I I I = — _ RIGHT-OF-WAY I — DISTURBED AREA
SILT FENCE
/ ® SILT FENCE OUTLET
TREE PROTECTION
11a 10, /
Jd
30' PERIMETER
SETBACK I I 43
PROPOSED DISTURBED `\ /
� I I AREA-20,5�3 S.F./0.471 AC.
G° 11;I 30143Oq s .ft. 123.83'
O ,
N a, 0.692 AC. II ,
` II N
W W� ,
r (D v CA > N GO rn -� J I '
N
Id 5'k12' 44
I
W. E. 32,758 sq:ft. '
0.7,2 AC.`
PROPOSED DISTURBED
25' TREE & I I" p ', `, AREA-29,30Z1S.F./O.673 AC.
VEGETATION I o \ ,�
PROTECTION I ,
r p. 20X30
ZONE CONSTRUCTION
CONSTRUCTION I J ENTRANCE`
I ENTRANCE
I 5'X15' \
w.M.E. C ` , W.M.k. 1to 11C)pp?tj
4
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110. 2'
ENE SOpVBLAC
,
WEVORD wAjjts''
LANE SO PUBLIC R/W
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I I I 76
183.10'
T Lij _
30' PERIMETER �� .38'. - -
SETBACK I II % `
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38,103 sq.ft. s-
I 0.875 AC. CA ,.RDA
FRANCIS N.NSNYDER JR. & `' I' I �� �� \ ` 2=QQ-
'9<=9
ALMA BAILEY SNYDER ' I I I `�
D.B. 13633, PAGE 2571 ' PROPOSED DISTURBED 20X30 = SEAL
PIN 1831.01-27-4600 ' ` AREA-32,354 S.F./D.743 AC. \ s
# , _ CONSTRUCTION - -
I III SILT FENCE bUTLET `�� - _ ENTRANCE s� L-4685 W 4%
' I WITH HORSESHOE
' A PROTECTION
I I SILT FENCE OUTLET f` I -- v%
SUR�l�,�
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PROTECTION ,� - ,qN�PA
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a' EAFSDC 1951AA8410...
% I III •366 - W.M.E. `
I I 74 SOIL AND EROSION PLAN FOR
` I 20X30 t(�
34,760 $ .ft. CO ENTRANCE ON O v'
0.798 Ac. a� LOTS 44, 74, 75 AND 89
00
�� 1, �s8 ! J N/F WEXFORD RESERVE PH2
VADEN CARLYLE KEARNEY MI � `�p• SILT FENCE OUTLET
D.B. 2862, PAGE 421 0) PROPOSED DISTURBED WITH HORSESHOE
PIN# 1831.01-16-9475 I II � , AREA-29,359 S.F./0.674 AC. PROTECTION � ` , ` � � �
ll OWNER: WATERSTONE PARTNERS LLC
SILT FENCE OUTLET
WITH HORSESHOE
PROTECTION '�_ WEXFORD WOODS LANE
I - -- 303_1�' _ - - ' �T - pRp FOREST LANE `0 PUBUC R/�N WEXFORD FOREST LANE
AILESBURY ROAD
I _ _ WEXFORD WATERS LANE
D.B. 17041, PAGE 1540
25' TREE & I I I 73 B.M. 2022, PAGE 1913
VEGETATIO
PROTECTION -I O I WAKE FOREST TOWNSHIP
ZONE
I I WAKE COUNTY, NORTH CAROLINA
OCTOBER 21, 2022
II I 50 25 0 50 100
SCALE 1 "= 50'
RNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS, C-1525, 333 S. WHITE STREET, P.O. BOX 1253, WAKE FOREST, N.C., 27587, [phone] SHEET 2 OF 3

DocuSign Envelope ID: A39E2004-ACFC-4C15-AA78-5F5E5D2B4E2B
Seeeding Schedule
For Sholders, Side Ditches, Slopes (Max 3:1)
Date
Type
Planting Rate
Aug 15-Nov 1
Tall Fescue
300 IbsJacre
Nov 1-Mar 1
Tall Fescue & Abruzzi Rye
3001bs/acre
Mar 1-Apr 15
Tall Fescue
300 IbsJacre
Apr 15 Jun 30
Hulled Common Bermudagrass
251bsJacre
acre 125lbs Tall Fescue • 35
/ ( }
Tall Fescue AND Browntop
IbsJacre (Browntop Millet); 30
Jul 1-Aug 15
Millet or Sorghum -Sudan
IbsJacre (Sorghum -Sudan
Hybrids***
Hybrids)
For Sholders, Side Ditches, Slope (3:1 to 2:1)
Date
Type
Planting Rate
Sericea Lespedeza (scarified)
Mar 1-Jun 1
and use the following
50lbsJacre (Sericea Lespedeza);
combinations:
Mar 1-Apr 15
Add Tall Fescue
1201bsfacre
Mar 1-Jun 30
Or add Weeping Love grass
101bs/acre
Mar1-Jun 30
Or add Hulled Common
251bsfacre
Bermudagrass
acre 120lbs Tall Fescue • 35
/ ( }
Tall Fescue AND Browntop
Ibs acre(Browntop Mullet • 30
Jun 1-Sept1
Mullet or Sorghum -Sudan
IbsJacre (Sorghum -Sudan
Hybrids***
Hybrids)
Sericea Lespedeza (unhulled -
70lbsf acre (Sericea Lespedeza);
Sept 1-Mar 1
unscarified)AND Tall Fescue
1201bsfacre(TaIIFescue)
Nov 1-Mar 1
AND Abruzzi Rye
251bs/acre
Consult S&EC Environmental Engineers far additional information concerning
other alternatives for vegetation of denuded areas. The above vegetation rates
are those that do well under local conditions; other seeding rate combinations
are possible.
*** TEMPORARY: Reseed according to optimum season for desired permanent
vegetation. Do not allow temporary cover to grow more than 12" in height
before mowing; otherwise, fescue may be shaded out.
PERMANENT SEEDBED PREPARATION
TREE PROTECTION FENCE
SILT FENCE (SEE NOTES)
OUTLET F­4
i
SILT FENCE
lILi
l
RIGHT OF WAY CONSTRUCTION
ENTRANCE
SILT FENCE
OUTLET
WATTLES TOP OF SWALE
AS NEEDED R DW Y EDCE OF
TYPE A PAVEMENT OR CURB
LEGEND
FLOW DIRECTION
SF SILT FENCE
DIVERSION DITCH
( WATTLE
TP - TREE PROTECTION FENCE
® SILT FENCE OUTLET
Q INLET PROTECTION
DRIVEWAY PIPE
CONSTRUCTION ENTRANCE
r
SF SF
li
n � 1
i
8' RETURN- I
TYPE B TYPE C TYPE D / TYPE E
INLET PROTECTION CURB INLET
NOTES:
I. if required by Wake County, tree protection fence shall be
6.
These details are for only lots with disturbed area less than one
installed along the rear property line when adjacent to riparian
acre.
buffer zones, wetlands and/or 25 ft. Tree and Vegetation
7.
If the disturbed area is greater than one acre, a custom erosion
Protection Zone. If the lot is subject to a municipal planning
control plan should be submitted for the 15-day review cycle. The
jurisdiction, then the builder is responsible for verifying the
plan should address berms/diversions and sediment traps and
applicable tree protection standards and for installation of tree
basins.
protection measures as required b the municipality.
P 9 YP
8.
If multi le lots share silt fence with none installed between the
2. Install silt fence on low elevation sides of each lot and install silt
lots a revised plan will be required.
P 9
fence outlets shown on schematic/diagram and as needed.
9.
Inlets downstream of disturbances should be protected, streets
3. Install required silt fence within 10 feet of property lines to
should be swept as needed when sediment is present, and erosion
ensure there is no conflict with septic system. It is the
control measures removed or damaged by subcontractors or
responsibility of the builder to ensure septic system is not
utilities shall be re -installed at the end of the work day.
impacted by silt fence installation.
10.
Details for silt fence, silt fence outlet, construction entrance and
4. It is the responsibility of the builder to ensure installation of
other measures are provided on other sheets.
erosion control measures does not impact septic system and
11.
Erosion control details are not drawn to scale.
repair areas.
12.
If lots are contiguous and have different land owners, lots can not
5. Construction entrance should be installed for each lot and field
share the silt fences. Each lot should have individual silt fences.
located.
TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL
EFF9
\ / CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
/
11
INVERT RIP RAP RAP HEADWALL
\ W PIPE /
_ _ � My v ••• �, ..;•;, ;, ... •: '� #5 WASHED STONE. V-0" THICK x S-O" HIGH MINIMUM
Q/T
STORAGE AREA
PERSPECTIVE VIEW
� NO SCALE
1
1
AREAS TO BE DISTURBED SEDIMENT STORAGE
RIP RAP
•
•
(CUT, FILL, ETC.) FLOOD STORAGE ZONE
HEADWALL
I I PIPE NATURAL GROUND
\
1 1 INVERT
1.5' 3-------------
FLOW
- CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH
(CLEAN OUT POINT) #5 WASHED STONE
•
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
NO SCALE
1
COUN
°RTllt°"H STANDARD HORSESHOE INLET PROTECTION
EFFECTIVE: 01/31/08
1
1
1 INSTALL NECESSARY MECHANICAL EROSION AND SEDIMENTATION CONTROL PRACTICES BEFORE SEEDING, AND
COMPLETE GRADING ACCORDING TO THE APPROVED PLAN.
2. LIME AND FERTILIZER NEEDS SHOULD BE DETERMINED BY SOIL TESTS. SOIL TESTING IS PERFORMED FREE OF CHARGE
BY THE INC DEPT. OF AGRICULTURE. SOIL TESTING LABORATORY. DIRECTIONS SAMPLE CARTONS AND INFORMATION
ARE AVAILABLE THROUGH COUNTY AGRICULTURAL EXTENSION OFFICES OR FROM NCDA. BECAUSE THE NCDA SOIL
TESTING LAB REQUIRES 1-6 WEEKS FOR SAMPLE TURN -AROUND SAMPLING MUST BE PLANNED WELL IN ADVANCE OF
FINAL GRADING. TESTING IS ALSO DONE BY COMMERCIAL LABORATORIES.
3. WHEN SOIL TESTS ARE NOT AVAILABLE, FOLLOW RATES SUGGESTED IN THE PERMANENT SEEDING SCHEDULE ON THIS
SHEET. APPLICATION RATES USUALLY FALL INTO THE FOLLOWING RANGES:
GROUND AGRICULTURAL LIMESTONE:
LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE
HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE
FERTILIZER:
GRASSES: 800 - 1200 LB/ACRE OF 10-10-10 (OR EQUIVALENT)
GRASS -LEGUME MIXTURES: 800 - 1200 LB ACRE of 5-10-10 OR EQUIVALENT
4. APPLY LIME AND FERTILIZER EVENLY AND INCORPORATE INTO THE TOP 4-6 INCHES OF SOIL BY DISKING OR OTHER
SUITABLE MEANS. OPERATE MACHINERY ON THE CONTOUR.
5. ROUGHEN SURFACES IN ACCORDANCE WITH THE NOTES ON SURFACE ROUGHENING ON THIS SHEET.
6. COMPLETE SEEDBED PREPARA11ON BY BREAKING UP LARGE CLODS AND RAKING INTO A SMOOTH, UNIFORM SURFACE
(SLOPES LESS THAN 3:1.) FILL IN OR LEVEL DEPRESSIONS THAT CAN COLLECT WATER. BROADCAST SEED INTO A
FRESHLY LOOSENED SEEDBED THAT HAS NOT BEEN SEALED BY RAINFALL
N
s
C��1 rP
CAWTHO
TREE PROTECTION FENCE
SILT FENCE -,,(SEE NOTES)
OUTLET SF 3
SILT FENCE
I
RIGHT OF WAY CONSTRUCTION
ENTRANCE
SiLT FENCE
OUTLET
F. - . --SF-
WATTLES TOP OF SWALE
AS NEEDED R DW Y EDGE OF
TYPE A PAVEMENT
LEGENDS
FLOW DIRECTION
SF SILT FENCE
DIVERSTON DITCH
( WATTLES
TP TREE PROTECTION FENCE
® SiLT FENCE OUTLET
( WATTLES
DRAINAGE PIPE
CONSTRUCTION ENTRANCE
AK
COUN
ORTTf CAROLTN
ROADWAY
TYPE B TYPE C
TYPE D TYPE E
NOTES:
1.
TREE PROTECTION FENCE SHOULD BE INSTALLED
ALONG THE REAR PROPERTY LINE WHEN ADJACENT
9.
EROSION CONTROL DETAILS ARE NOT DRAWN TO
TO RIPARIAN BUFFER ZONES, WETLANDS AND/OR 25
SCALE.
FT. TREE AND VEGETATION PROTECTION ZONE.
10.
ENSURE THAT LAND DISTURBANCE DOES NOT IMPACT
2.
WRAP EACH INDIVIDUAL LOT WITH SILT FENCE ON
SEPTIC FIELD OR REPAIR FIELD AS THIS MAY VOID
ALL SIDES AND INSTALL SiLT FENCE OUTLETS SHOWN
ON -SITE WASTE WASTER PERMIT VALIDITY,
ON SCHEMATIC/DIAGRAM AND AS NEEDED.
11.
IF LOTS ARE CONTIGUOUS AND HAVE DIFFERENT
3.
CONSTRUCTION ENTRANCE SHOULD BE INSTALLED
LAND OWNERS, LOTS CAN NOT SHARE THE SILT
AT THE HIGH ELEVATION SIDE OF THE SITE.
FENCES. EACH LOT SHOULD HAVE INDIVIDUAL SILT
4.
THESE DETAILS ARE FOR ONLY LOTS WITH
FENCES. THERE SHOULD BE A MINIMUM OF TWO
DISTURBED AREA LESS THAN ONE ACRE.
ROWS OF SILT FENCES BETWEEN THE LOTS.
5.
IF THE DISTURBED AREA IS GREATER THAN ONE ACRE,
12.
SILT FENCE SHOULD ONLY BE INSTALLED AT THE
A PLAN SHOULD BE SUBMITTED FOR THE 30-DAY
EDGE OF THE LIMITS OF DISTURBANCE OF THE BACK
REVIEW CYCLE. THE PLAN SHOULD ADDRESS
OF THE LOTS.
BERMS/DIVERSIONS AND SEDIMENT TRAPS AND
13.
STANDARD PLAN DOES NOT COVER THE FOLLOWING:
BASINS.
a.
BASEMENT LOTS
6.
IF MULTIPLE LOTS SHARE SILT FENCE WITH NONE
b.
LOTS WITH GREATER THAN 5 FEET ELEVATION
INSTALLED BETWEEN THE LOTS, A REVISED PLAN
BETWEEN THEM AND/OR LOTS WITH GREATER THAN
WILL BE REQUIRED AND A NOTICE OF VIOLATION
10 FEET ELEVATION FROM FRONT TO BACK
(NOV) WITH CIVIL PENALTY WILL BE ISSUED.
C.
LOTS WITH CONCENTRATED FLOW/SWALES BETWEEN
7.
INLETS DOWNSTREAM OF DISTURBANCES SHOULD BE
THEM
PROTECTED, STREETS SHOULD BE SWEPT DAILY, AND
d.
LOTS WITH STORMWATER CONTROL MEASURES
MEASURES REMOVED OR DAMAGED BY
(SCMS)
SUB -CONTRACTORS OR UTILITIES SHALL BE
C.
LOTS WITH CUT SLOPES OR "RUN ON"
RE -INSTALLED AT THE END OF THE WORK DAY.
8.
DETAILS FOR SILT FENCE, SILT FENCE OUTLET,
CONSTRUCTION ENTRANCE AND OTHER MEASURES
PROVIDED ON OTHER SHEETS.
TYPICAL INDIVIDUAL LOT SEDIMENT & EROSION CONTROL MEASURES DETAIL
EFFECTIVE: 2/15/19
TOP OF
MUST BE
ABOVE TI
THE WAS
STEEL FENCE POST,
WIRE FENCE
HARDWARE CLOTH
FILTER OF #57
WASHED STONE
BURY HARE FENCE AND HARDWARE CLOTH
ri
EFFECTIVE: 01/31/08
4' MEN. - I SILT FENCE
CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO sou
GROUND
3' FILTER FABRIC
ON GROUND
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
JI \
II BURY 6" OF UPPER EDGE OF
II FILTER FABRIC IN TRENCH
I I
U
SECTION VIEW
STANDARD SILT FENCE OUTLET
NOTIFICATION OF LAND RESOURCES SEDIMENT AND EROSION CONTROL SELF -INSPECTION PROGRAM:
THE SEDIMENT 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 SEDIMENT CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. THE SELF INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF
MONITORING PROGRAM OF THE NPDES 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 SELF INSPECTION REPORT FORM IS AVAILABLE AS AN EXCEL SPREAD SHEET FROM
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION . IF YOU HAVE ANY QUESTIONS OR CANNOT ACCESS THE FORM PLEASE
CONTACT THIS OFFICE AT [phone].
50' MIN.
BUT SUFFICIENT TO KEEP
SEDIMENT ON SITE
::.: ' �' •� 2"-3" "STONE TO BE USED:
EXISTING ,-'.-:.'-`-'(SURGE STONE OR RAILROAD•>�
ROADWAY BALLAST)
,�; ^''+'"':",.'•.;:`,. :.:tip ;.�� �.Y ::.
PLAN VIEW
EXISTING ROADWAY
6" MIN.
NOTES:
1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
25' OR WIDTH OF BEFORE ENTERING THE PUBLIC ROAD.
PROPOSED STREET,
WHICHEVER IS 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
GREATER. SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
35' MIN.
15' MIN.
"FABRIC UNDER STONE
CROSS SECTION
COUN
ORTBCAROLIN STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/31/08
MINIMUM 10
LINE WIRES
NOTE:
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
AREAS OF CONCENTRATED FLOW.
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
PROVIDE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REMOVE PRESSURE ON THE SILT
FENCE.
COUN
ORTH CAROLIN
EFFECTIVE: 01/31(08
8'-0" MAXIMUM
FRONT VIEW
STEEL POST
WOVEN WIRE FABRIC
SILT FENCE FABRIC
0
FILL SLOPE
N
GRADE
6" MINIMUM COVER
o OVER SKIRT
I
N ANCHOR SKIRT AS DIRECTED
BY ENGINEER
SIDE VIEW
STANDARD TEMPORARY SILT FENCE
NEW CONSTRUCTION
12" MIN.
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
NEW STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILAZATION
TIME FRAME EXCEPTIONS
PERIMETER DIKES SWALES DITCHES & SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HQW)
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND
ARE NOT STEEPER THAN 2:1, 14 DAYS ARE
ALLOWED.
SLOPES 3:1 OF FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' 1 N
LENGTH.
ALL OTHER AREAS WITH SLOPES WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMTER HQW ZONES
CA
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//111111111012112022
EDocuSigned li
96r)Avu
I
AFSDC1951AA8410...
SOIL AND EROSION PLAN FOR
LOTS 44i s 74 75 AND 89
WEXFORD RESERVE PH2
OWNER: WATERSTONE PARTNERS LLC
WEXFORD WOODS LANE
WEXFORD FOREST LANE
AILESBURY ROAD
WEXFORD WATERS LANE
D.B. 17041, PAGE 1540
B.M. 2022, PAGE 1913
WAKE FOREST TOWNSHIP
WAKE COUNTY, NORTH CAROLINA
OCTOBER 21, 2022
60 30 0 60 120
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19
RNE, MOSS & PANCIERA, P.C. PROFESSIONAL LAND SURVEYORS C-1525 333 S. WHITE STREET P.O. BOX 1253 WAKE FOREST N.C. SCALE 1»=3
27587, (919) 556- 3148 SHEET 3 OF 3
GROUND STABILI2ATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet mill result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
ermittee shall comply with the Erasion and Sediment Control Ian approved 6 the
P P Y P PP Y
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority havi ng jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Descripti on
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeterdikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(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 greaterthan SO' in
length and with slopes steeperthen 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
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 HZones
QW
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge offluids.
2. Provide drip pans under any stored equipment.
3. Identifyleaks and repair as soon as feasible or remove leaking equipment from the
p g
e profct.
4. Collect all spent fluids store in separate containers and properly dispose as
P P P P V P
hazardous waste (recycle when possible).
5. 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 o 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 orwetland.
5. 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
ontai ners 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.
liquid wastes in a controlled area.
Note: After the permanent cessation of construction activities, any areas with temporary 3. Contain li q
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled, sized and placed appropriately for the needs of site.
practicable but in no case longer than 90 calendar days after the last land disturbing 5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
activity. Temporary ground stabili2ation shall be maintained in a mannerto render the construction sites.
surface stable against accelerated erosion until permanent ground stabilization is achieved.
PORTABLE TOILETS
POLYACRYLAMIDES IPAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMSIFlocculonts.
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 oJApproved
PAMS/Flocculonts and in accordance with the manufacturer's instructions.
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 attainahle, 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 portahle 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 portahle toilets and replace
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of recycle settled hardened concrete residue in accordance with local
P � or
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 barnerand 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.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not he pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
he pumped out and removed from project.
6. Locate washouts at least SO feet from storm drain inlets and surface waters unless it
n he shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills 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 bythe
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itselfto 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 applicahle, and stabilize any disturbance
caused by removal ofwashout.
with properly operating unit.^ -
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.
4. Provide pending area for containment of treated Stormwater before discharging
oovid. 2. Place hazardous waste containers under cover or in secondary containment.
S. Store flocculants in leak -proof containers that are kept under storm -resistant cover 3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
or surrounded by secondary containment structures.
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 P of the inspection
personnel to be in jeopardy,the ins inspection may he delayed until the next business day on
P P V V V
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. Anytime when inspections
were delayed shall be noted in the Inspection Record.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC Ian as well as an approved deviation shall be kept on the site. The
PP p V PP p
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.
2. Additional Documentation to be Kept on Site
In addition to the E&SC Ian documents above the following items shall be kept on the
P g P
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
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 papercopies 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 a-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.411
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
p g
(a) Visible sediment deposition in a stream orwetland.
(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 (regardless 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
() P
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 tmeframes 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.