NCC223500_Site Plan or Location Map_20221011

WS/FC EROSION CONTROL NOTICE
PLANS APPROVED FOR CONSTRUCTION
This plan complies with Chapter 8, Section 4 - Erosion Control
of the Winston-Salem/Forsyth County Unified Development
Ordinance. A printed set of the stamped/approved plans must
be kept on the construction site for reference when installing
required erosion control measures.
matthewo 10/05/2022 11:50:29 AM
L121
PROPERTY LINE
PASSIVE
OPEN SPACE
/ = IPF \-
SANITARY SEWER MANHOLE
RIM ELEV. = 848.42
C/L INV = 839 92'
SANITARY SEWER MANHOLE
RIM ELEV. = 848.36'
C/L INV = 843.25'
CURVE TABLE
Curve #
Length
Radius
Delta
CH Direction
CH Length
C1
102.63'
200.00'
29024'03"
S 22028130" W
101.51'
0
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(TYPICAL) / / / �_ / ��� �00
=00
SILT FENCE STONE OUTLET
:REFERTO TODETAIL
DINTACOMP IANOCE
WITH SECTION 6.62
OF THE NC EROSION AND
SILT FENCE STONE OUTLET
:REFER TO DETAIL 2/1-1.0.13
TO BE IN COMPLIANCE
WITH SECTION 6.62
OF THE NC EROSION AND
SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL
LIMITS OF DISTURBANCE
�w 00 LOT 25
�'/cIF ,0, PB 74, PG. 142
SEDIMENT CONTROL PLANNIN / / / L I tMITS -OF DIST R-B'ANCE
AND DESIGN MANUAL
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PROPERTY LINE
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SANITARY SEWER MAN I 0 E / r / / / / / / / / / / _ / / / / / / , / �b� — PROPERTY CORNER
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RIM ELEV. = 835.27, �
C/LINV=827.98 IIM� I // / / / / /// ��/ 20
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SILT FENCE STONE OUTLET
:REFER TO DETAIL 2/1-1.0.13 / I I I I I \ \ / / / / / / / RETURN
SILT
TO IN COMPLIANCE I I / \ \ \ / / / / \ / / / / / / / / / ' — — - / / / / MINENCE
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SEDIMENT CONTROL PLANNING AND DESIGN MANUAL—
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NAD83(2011)
N: 864245.18
ONE OET E: 1618182.66
\ \ \ \ \ 0R FENCE 0 B
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:REF TBE DETAIL TO INCOMPLIANCE
WITH SECTION 6.62 T 27
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\ \ SEDIMENT CONTROL PLANNING
�\7 \� AND DESIGN MANUAL 74, PG. 142 BUILDING SETBACK
ROPERTY CO NER \ \ \\ \ \ \ \ \ \ LIMITS OF DISTURBANCE
LOCATED ON 0" \ \ \ \
WHITE 0 K \ \ \ \ \
\ SILT FENCE STONE OUTLET SILT FENCE:REFER TO DETAIL 1/1-1.0.13
TO BE IN COMPLIANCE
:REFER TO DETAIL 2/1-1.0.13
WITH SECTION 6.62
TO BE IN COMPLIANCE
WITH SECTION 6.62 OF THE NC EROSION AND
WI
OF THE TH EROSION AND SEDIMENT CONTROL PLANNING
NC
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND DESIGN MANUAL
S
THESE PLANS AND DRAWINGS ARE DIAGRAMMATIC ONLY TO CONVEY GENERAL LOCATION OF MATERIAL THIS DRAWING IS THE PROPERTY OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC AND MAY NOT
AND DESIGN INTENT. CONTRACTOR SHALL FIELD VERIFY AND BE HELD RESPONSIBLE FOR ALL EXISTING BE REVISED WITHOUT THE WRITTEN CONSENT OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC. IT
FIELD DIMENSIONS AND JOB CONDITIONS. CONTRACTOR SHALL NOT RELY ON SCALED DIMENSIONS AND IS TO BE USED FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND IS NOT TO BE USED
DRAWINGS TO DERIVE AREA QUANTITIES. ON ANY OTHER PROJECT.
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WATER I LIMITS OF DISTURBANCE
METER
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P L A N
TOTAL DISTURBED AREA
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EKIMPERVIOUS SURFACE=
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PROPOSED IMPERVIOUS SURFACE=
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0 10 20 40 80
SCALE: 1" = 20'-0"
J A L A
J e f f A I I e In
Landscape Architecture
❑ ❑ ❑
842 W. 4th Street
Winston-Salem, N C
2 7 1 0 1
336.727.3914
[e-mail]
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D a t e :
APRIL 14, 2022
APRIL 26, 2022
JUNE 08, 2022
JUNE 09, 2022
JUNE 15, 2022
JULY 07, 2022
JULY 11, 2022
JULY 22, 2022
JULY 25, 2022
JULY 29, 2022
AUGUST 01, 2022
AUGUST 02, 2022
AUGUST 03, 2022
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S h e e t N o:

11
F200-020111114 MI
PASSIVE
OPEN SPACE
i
/ IPF
SANITARY SEWER MANHOLE
RIM ELEV. = 848.42'
C/L INV - 839 92 / ! /
'L
SANITARY SEWER MANHOLE
RIM ELEV. = 848.36'
C/L INV = 843.25'
CURVE TABLE
Curve # Length Radius Delta CH Direction CH Length
C1 102.63' 200.00' 29024'03" S 22028130" W 101.51'
0
SILT FENCE STONE OUTLET
/ IPF/ %% / / / /� / :REFER TO DETAIL 2/1-1.0.13
TO BE WITH INSECOIA NCE
SECTION 6.62
OF THE NC EROSION AND
SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL
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:REFER TO DETAIL 2/1-1.0.13 / J \ �� / 0
TO BE IN COMPLIANCE / / / �i00
WITH SECTION 6.62 / / / o / / / / \ / /
OF NCSEDIMENT H CONTROLOON PILANNIND / / ° / / / LIMITS -OFDISTUR-BANCE / /00
AND DESIGN MANUAL !� / / / / / \ `�-' / / �� / / a'
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LIMITS OF DISTURBANCE
LOT 25
P13 741 PG. 142
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SANITARY SEWER MAN OI E I I r \ / ° q �g PR-OPOS�FD RE NIN WALL
RIM ELEV. = 835.27 W �` /
C/L INV = 827.98' I / 6�
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WA �
PROPERTY
men. F /
SILT FENCE STONE OUTLET
:REFER TO DETAIL 2/1-1.0.13
TO BE IN COMPLIANCE / I I I I \ / \ \ / \°
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OF THE 111111111111
INC EROSION AND Z I / / /
° � ® 27 9
SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL °
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S ETA I L
IMI S OF DI TURBA CE —
II ° ° IIP�I\II II I II II \I I I P OPOSED RETAINI WALL �——kD
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\ °
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TO BE IN COMPLIANCE
\ ° \ /\� \ \ \�°— \ WITH SECTION 6.62 T 27
OF THE NC EROSION AND
\ (SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL 741 PG. 142
ROPERTY CO NER \ \ \ \\ \ \ \ \ LIMITS OF DISTURBANCE
LOCATED ON 0" \ \ \ \ \ \ \ \
WHITE 0 K \ \ \ \ \ \ \ \
\ SILT FENCE STONE OUTLET SILT FENCE:REFER TO DETAIL 1 /L1.O.B
TO BE IN COMPLIANCE
:REFER TO DETAIL 2/1-1.0.13
WITH SECTION 6.62
TO BE IN COMPLIANCE
WITH SECTION 6.62 OF THE NC EROSION AND
WI
OF THE TH EROSION AND SEDIMENT CONTROL PLANNING
NC
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND DESIGN MANUAL
THESE PLANS AND DRAWINGS ARE DIAGRAMMATIC ONLY TO CONVEY GENERAL LOCATION OF MATERIAL THIS DRAWING IS THE PROPERTY OF JALA JEFF ALLEN LANDSCAP RIiC h NG TN®T N LY.
AND DESIGN INTENT. CONTRACTOR SHALL FIELD VERIFY AND BE HELD RESPONSIBLE FOR ALL EXISTING BE REVISED WITHOUT THE WRITTEN CONSENT OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC. IT
FIELD DIMENSIONS AND JOB CONDITIONS. CONTRACTOR SHALL NOT RELY ON SCALED DIMENSIONS AND IS TO BE USED FOR THE PROJECT AND SITE SPECIFICALLY IDEN�I���If�iI�D11�10��TRUCTION.
DRAWINGS TO DERIVE AREA QUANTITIES. ON ANY OTHER PROJECT. � V V r V R
. 1 A OR I
PROPERTY LIE
IPF /
NAD83(2011)
N:864245.18 �
E: 1618182.66
CGF: 0.99994987
10' MINIMUM
BUILDING SETBACK
10'
WA ER
INE
VIUINI I Y IVIAFJ:N I S
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\ � CONSTRUCTION ENTRANCE:
� 6 MINIMUM 50' FROM F.O.C.:
� SEE DETAIL 3/1-1.1.13
OF DISTURBANCE � � �
WATER LIMITS II �
7
METER �ZQ my
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I
1
TOTAL DISTURBED AREA
+/-57,395 SF
EX.IMPERVIOUS SURFACE=
+/-0 SF
PROPOSED IMPERVIOUS SURFACE=
+/— 15,000 SF
SITE PLAN N-,
0 10 20 40 80
SCALE: 1" = 20'-0"
ALA
Jeff A l l e n
Landscape Architecture
842 W. 4th Street
Winston-Salem, N C
2 7 1 0 1
336.727.3914
[e-mail]
J
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SILT FENCE STONE OUTLET
/ IPF/ %% / / / /� / :REFER TO DETAIL 2/1-1.0.13
TO BE WITH INSECOIA NCE
SECTION 6.62
OF THE NC EROSION AND
SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL
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SILT FENCE STONE OUTLET
:REFER TO DETAIL 2/1-1.0.13 / J \ �� / 0
TO BE IN COMPLIANCE / / / �i00
WITH SECTION 6.62 / / / o / / / / \ / /
OF NCSEDIMENT H CONTROLOON PILANNIND / / ° / / / LIMITS -OFDISTUR-BANCE / /00
AND DESIGN MANUAL !� / / / / / \ `�-' / / �� / / a'
00
LIMITS OF DISTURBANCE
LOT 25
P13 741 PG. 142
00 00
00
° /°/wS��� �s /��J
SANITARY SEWER MAN OI E I I r \ / ° q �g PR-OPOS�FD RE NIN WALL
RIM ELEV. = 835.27 W �` /
C/L INV = 827.98' I / 6�
"o D ����
WA �
PROPERTY
men. F /
SILT FENCE STONE OUTLET
:REFER TO DETAIL 2/1-1.0.13
TO BE IN COMPLIANCE / I I I I \ / \ \ / \°
WITH SECTION 6.62 I V A \
OF THE NC EROSION AND / — — — / /
\ SEDIMENT CONTROL PLANNING ol I I \ /
I 00
PROPERTY CORNER
LOCATED ON HYDRANT
� BUR
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� FE E
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TO BE IN COMPLIANCE �PF/ / I \ / / / / / / /\ 1•96 C / \ I
TH SECTION 6.62 00
OF THE 111111111111
INC EROSION AND Z I / / /
° � ® 27 9
SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL °
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I I I
S ETA I L
IMI S OF DI TURBA CE —
II ° ° IIP�I\II II I II II \I I I P OPOSED RETAINI WALL �——kD
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/ / \ \ ° 00
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— — — — — —
\ °
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TO BE IN COMPLIANCE
\ ° \ /\� \ \ \�°— \ WITH SECTION 6.62 T 27
OF THE NC EROSION AND
\ (SEDIMENT CONTROL PLANNING
AND DESIGN MANUAL 741 PG. 142
ROPERTY CO NER \ \ \ \\ \ \ \ \ LIMITS OF DISTURBANCE
LOCATED ON 0" \ \ \ \ \ \ \ \
WHITE 0 K \ \ \ \ \ \ \ \
\ SILT FENCE STONE OUTLET SILT FENCE:REFER TO DETAIL 1 /L1.O.B
TO BE IN COMPLIANCE
:REFER TO DETAIL 2/1-1.0.13
WITH SECTION 6.62
TO BE IN COMPLIANCE
WITH SECTION 6.62 OF THE NC EROSION AND
WI
OF THE TH EROSION AND SEDIMENT CONTROL PLANNING
NC
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL
AND DESIGN MANUAL
THESE PLANS AND DRAWINGS ARE DIAGRAMMATIC ONLY TO CONVEY GENERAL LOCATION OF MATERIAL THIS DRAWING IS THE PROPERTY OF JALA JEFF ALLEN LANDSCAP RIiC h NG TN®T N LY.
AND DESIGN INTENT. CONTRACTOR SHALL FIELD VERIFY AND BE HELD RESPONSIBLE FOR ALL EXISTING BE REVISED WITHOUT THE WRITTEN CONSENT OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC. IT
FIELD DIMENSIONS AND JOB CONDITIONS. CONTRACTOR SHALL NOT RELY ON SCALED DIMENSIONS AND IS TO BE USED FOR THE PROJECT AND SITE SPECIFICALLY IDEN�I���If�iI�D11�10��TRUCTION.
DRAWINGS TO DERIVE AREA QUANTITIES. ON ANY OTHER PROJECT. � V V r V R
. 1 A OR I
PROPERTY LIE
IPF /
NAD83(2011)
N:864245.18 �
E: 1618182.66
CGF: 0.99994987
10' MINIMUM
BUILDING SETBACK
10'
WA ER
INE
VIUINI I Y IVIAFJ:N I S
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\ � CONSTRUCTION ENTRANCE:
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OF DISTURBANCE � � �
WATER LIMITS II �
7
METER �ZQ my
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1
TOTAL DISTURBED AREA
+/-57,395 SF
EX.IMPERVIOUS SURFACE=
+/-0 SF
PROPOSED IMPERVIOUS SURFACE=
+/— 15,000 SF
SITE PLAN N-,
0 10 20 40 80
SCALE: 1" = 20'-0"
ALA
Jeff A l l e n
Landscape Architecture
842 W. 4th Street
Winston-Salem, N C
2 7 1 0 1
336.727.3914
[e-mail]
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Date
APRIL 14, 2022
APRIL 26, 2022
JUNE 08, 2022
JUNE 09, 2022
JUNE 15, 2022
JULY 07, 2022
JULY 11, 2022
JULY 22, 2022
JULY 25, 2022
JULY 29, 2022
AUGUST 01, 2022
AUGUST 02, 2022
AUGUST 03, 2022
1
Sheet N o
■ ■

MAINTENANCE: CLEAN OUT AT 50% CAPACITY
LIFE OF FENCING: 6-9 MONTHS
WOVEN WIRE FABRIC
N 5" FILL SLOPE
MIN
GRADE MIN. 10 GA.
LINE WIRES
8"
MIN
0 4-
MIN SILT FENCE GEOTEXTILE FABRIC
SIDE VIEW
SILT FENCE DETAILS
SCALE: NTS
WIRE FE
(IF APPL
WOVEN FILTER F
VARIABLE AS DIRECTED BY THE ENGINEER
SILT FENCE FABRIC
NSTALLED TO SECOND
WIRE FROM TOP
XX
III
i1
-
—
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IITII IIIII=IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII=IIIII
-
IIII
IIIII
FRONT VIEW
Il�u
=
IITII
IITII
IIII
IITII
4' MAX.
GENERAL NOTES:
1. SEDIMENT FILTER OUTLET SHALL BE 16 INCHES HIGH BUT NO TALLER THAN 18 INCHES.
2. CLASS 1 OR 2 RIP -RAP SHALL BE USED AND COVERED WITH 4 INCHES OF NCDOT #5
OR #57 WASHED STONE ON THE UPSLOPE SIDE.
3. POSTS SHALL BE NO MORE THAN 4 FEET APART.
4. SITE OUTLETS AT ANY POINT SMALL CONCENTRATED FLOWS ARE ANTICIPATED AND AT THE
DIRECTION OF THE INSPECTOR.
5. ONE ACRE MAXIMUM DRAINAGE AREA PER OUTLET.
SILT FENCE OUTLET
SCALE: NTS
PLASTIC OR
WIRE TIES
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES
fi /GRADE
IIII
CLASS 1 OR 2
RIP —RAP
NOTES:
1. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.
2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
3. SEE INC DEQ SEDIMENT DESIGN MANUAL FOR CONSTRUCTION
SPECIFICATIONS, WHERE PRACTICE APPLIES AND PLANNING
CONSIDERATIONS.
4. SILT FENCE SHOULD NOT BE USED ALONE BELOW GRADED
SLOPES GREATER THAN 10' IN HEIGHT.
TONE
i OR #57)
-OW
MAINTENANCE NOTES: U
1. FILTER OUTLETS SHALL BE INSPECTED BY THE FINANCIALLY RESPONSIBLE PARTY OR
HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING
PROLONGED RAINFALL. ANY REPAIRS NEEDED SHALL BE MADE IMMEDIATELY.
2. THE STONE SHALL BE REPLACED PROMPTLY AFTER ANY EVENT THAT HAS CLOGGED
OR REMOVED IT.
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS REACH HALF THE
HEIGHT OF THE BARRIER. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE
SILT FENCE OUTLET IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
GRADE, PREPARED AND SEEDED.
NOTES:
1. A STABILIZED ENTRANCE PAD OF 2"-3" WASHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL ENTER OR LEAVE
THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR COMPACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
5. WHEN APPROPRIATE, WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED, IT SHALL BE DONE IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE STD. NO. 30.1 1 B.
EXISTING GROUND
z
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CONSTRUCTION ENTRANCE DETAIL
SCALE: NTS
10 mil PLASTIC LINING SANDBAG
BERM
SECTION A -A
NOT TO SCALE
LATH AND
FLAGGING ON
3 SIDES
1
VARIES IQ
0
BERM
10 o
0 0
10 mil PLASTIC LINING
PLAN
NOT TO SCALE
TYPE "BELOW GRADE"
PLYWOOD
48 BLACK LETTERS
PAINTEDWHIT
E 6" HEIGHT
LAG SCREWS--,"\jI 1CONCRETEII
WASHOUT
36"
T
36" WOOD POST
1 I . -"I— 3.5"X3.5"X&
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
NOTES:
1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.
2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED
WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT
FACILITY.
3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE
OF THE WORK AND DISPOSED OF OR RECYCLED.
4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE
CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE
WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND
STABILIZED TO PREVENT EROSION.
5. MUST BE LOCATED >50 FT AWAY FROM INLETSMATERWAYS
UNLESS THERE IS NO OTHER PRACTICAL ALTERNATIVE.
CONCRETE WASHOUT DETAILS
SCALE: NTS
50' MIN.
SOIL STABILIZATION FABRIC =
UNDER 2"-3" WASHED STONE
PUBLIC STREET
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10 mil PLASTIC LINING
JWOOD FRAME SECURELY SECTION B-B
FASTENED AROUND
ENTIRE PERIMETER NOT TO SCALE
WITH TWO STAKES
VARIES
1n mil PI ART'. I INIr
10'MINIMUM
NOT TO SCALE
TYPE "ABOVE GROUND"
WITH WOOD PLANKS
I I STAPLES
STRAW BALE BINDER WI
r
2" (2 PER BALE)
10 mil PLASTIC LINING
NATIVE MATERIAL
$,
(OPTIONAL)
1.12" DIA
STEEL WIRE Jl_
STAPLE
SECTION B-B
DETAIL
NOT TO SCALE
WOOD OR
METAL STAKES
(2 PER BALE)
10' MINIMUM
B
VARIES
�P
-■� ■ ■
-lam ■
-■� ■
-lam ■
TWO -STACKED
2X12 ROUGH
WOOD FRAME
STAKE
7YP)
10 mil PLASTIC LINING - PLAN ` STRAW BALE
(TYP)
NOT TO SCALE
TYPE "ABOVE GRADE"
WITH STRAW BALES
Seeding No. 3P for: Gentle Slopes, Soils with Average or
Better Moisture Retention, Cooler Sites; High Maintenance
Seeding Mixtures
Species Rate (lb/acre)
Blend of two turf -type fall
fescues (90%) and two or
more improved Kentucky
bluegrass varieties (10%) 200-250
Seeding dates
Best Possible
Fall: Aug. 25— Sept. 15 Aug. 20— Oct. 25 Winter: Feb. 1
—Mar. 31
For quality turf avoid spring seeding. Where grading is
completed during late winter or spring, an alternative is to
seed 30 lb/acre Kobe lespedeza, keep mowed, prepare
seedbed, and seed a permanent mixture in early fall.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply
4,000 lb/acre ground agricultural limestone and 1,000 lb/acre
10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre small grain straw or equivalent cover of
another suitable mulch. Anchor straw by tacking with asphalt,
netting, or roving or by crimping with a mulch anchoring tool.
A disk with blades set nearly straight can be used as a
mulch anchoring tool.
Maintenance Fertilize according to soil tests or apply 40
Ib/ocre nitrogen in Jan. or Feb., 40 lb in Sept., and 40 lb in
Nov., from a 12-4-8, 16-4-8, or similar turf fertilizer. Avoid
fertilizer applications during warm weather, as this increases the
stand losses to disease. Mow to a height of 2.5-3.5 inches
as needed. Reseed, fertilize, and mulch damaged areas
immediately.
Temporary Seeding Recommendations For Late Winter
And Early Spring.
Seeding mixture
Species Rate (lb/acre) Rye (grain) 120 Annuallespedeza (Kobe in
Piedmont and Coastal Plain,
Korean in Mountains) 50
Omit annuallespedezo when duration of temporary cover is not to
extend beyond June.
Seeding dates
Mountains —Above 2500 ft: Feb. 15 —May 15
Below 2500 ft: Feb. 1 —May 1
Piedmont —Jan. 1 —May 1
Coastal Plain —Dec. 1 —Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground
agricutural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. 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.
Temporary Seeding Recommendations For Summer
Seeding mixture
Species Rate (lb/acre) German millet 40
In the Piedmont and Mountains, a small —stemmed Sudangross may
be substituted at a rate of 50 lb/acre.
Seeding dates
Mountains —May 15 —Aug. 15
Piedmont —May 1 —Aug. 15
Coastal Plain —Apr. 15— Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre grounc
agricultural limestone and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
stetting, 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.
Temporary Seeding Recommendations For Fall
Seeding mixture
Species Rate (lb/acre) Rye (grain) 120
Seeding dates
Mountains —Aug. 15 —Dec. 15
Coastal Plain and Piedmont —Aug. 15 —Dec. 30
Soil amendments
Follow soil tests or apply 2,000 lb/acre ground agricultural
limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. 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
Repair and refertilize 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 Coastal Plain) or Korean (Mountains) lespedeza in late February
or early March. I
o �
The permanent seeding must be done in accordance
with the seasonal requirements as listed above, Should
it become necessary for this site to be vegetated
when the permanent seeding is out o-F season, developer
shall use the temporary seedings as listed below in
addition to the permanent seeding listed above.
4 SEEDING
MULCH
NOTES
�0_
THESE PLANS AND DRAWINGS ARE DIAGRAMMATIC ONLY TO CONVEY GENERAL LOCATION OF MATERIAL
THIS DRAWING IS THE PROPERTY OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC AND MAY NOT
AND DESIGN INTENT. CONTRACTOR SHALL FIELD VERIFY AND BE HELD RESPONSIBLE FOR ALL EXISTING
BE REVISED WITHOUT THE WRITTEN CONSENT OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC. IT
FIELD DIMENSIONS AND JOB CONDITIONS. CONTRACTOR SHALL NOT RELY ON SCALED DIMENSIONS AND
IS TO BE USED FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND IS NOT TO BE USED
DRAWINGS TO DERIVE AREA QUANTITIES.
ON ANY OTHER PROJECT.
D
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T
A
L S
J A L A
J e f f A I I e n
Landscape Architecture
842 W. 4th Street
Winston-Salem, N C
2 7 1 0 1
336.727.3914
[e-mail]
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APRIL 26, 2022
JUNE 08, 2022
JUNE 09, 2022
JUNE 15, 2022
JULY 07, 2022
JULY 11, 2022
JULY 22, 2022
JULY 25, 2022
JULY 29, 2022
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AUGUST 02, 2022
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GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCGO1 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
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
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 greater than 50' in
length and with slopes steeper than 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 HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with 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.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND 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).
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 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.
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
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.
5. 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 tmeframes 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 & MIN B OR STAPLESTMSANDBAGS P )
o LOW FILTRATION HIGH
SANDBAGS (TYP.) SOIL BERM
O OR STAPLES 10 MIL COHESIVE &
0 0 o O PLASTIC LINING LOW FILTRATION
10 MIL 1:1 SIDE SLOPE SOIL BERM
SILT FENCE 1:1 PLASTIC SANDBAGS (TYP.) 0 0 (TYP.)
SIDE SLOPE LINING OR STAPLES 7�0 0 oz
(TYP.) o z X
0 0�m
0 ----------- ­­­­­­
0 o�X o o77O SECTION B-B
A
B
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
75% OF THE STRUCTURES CAPACITY.
PLAN &CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
-SANDBAGS (TYP.)
OR STAPLES
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18"X24" MIN.)
WASHOUT
PLAN
NOTES:
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES
SHALL BE MAINTAINED WHEN THE LIQUID
AND/OR SOLID REACHES 75% OF THE
STRUCTURES CAPACITYTO PROVIDE
ADEQUATE HOLDING CAPACITY WITH A
MINIMUM 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE NEEDS
TO BE CLEARY MARKED WITH SIGNAGE
NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
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.
5. 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,
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 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
THESE PLANS AND DRAWINGS ARE DIAGRAMMATIC ONLY TO CONVEY GENERAL LOCATION OF MATERIAL
AND DESIGN INTENT. CONTRACTOR SHALL FIELD VERIFY AND BE HELD RESPONSIBLE FOR ALL EXISTING
FIELD DIMENSIONS AND JOB CONDITIONS. CONTRACTOR SHALL NOT RELY ON SCALED DIMENSIONS AND
DRAWINGS TO DERIVE AREA QUANTITIES.
EFFECTIVE: 04/01/19
THIS DRAWING IS THE PROPERTY OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC AND MAY NOT
BE REVISED WITHOUT THE WRITTEN CONSENT OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC. IT
IS TO BE USED FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND IS NOT TO BE USED
ON ANY OTHER PROJECT.
D
E
T
A I
L S
J A L A
J e f f A I I e In
Landscape Architecture
❑ ❑ ❑
842 W. 4th Street
Winston-Salem, N C
2 7 1 0 1
336.727.3914
[e-mail]
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APRIL 26, 2022
JUNE 08, 2022
JUNE 09, 2022
JUNE 15, 2022
JULY 07, 2022
JULY 11, 2022
JULY 22, 2022
JULY 25, 2022
JULY 29, 2022
AUGUST 01, 2022
AUGUST 02, 2022
AUGUST 03, 2022
SEPTEMBER 27, 2022
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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
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(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
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
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 this permit,
(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.
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 (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
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 7 calendar days, 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 I SELF -INSPECTION, RECORDKEEPING AND REPORTING
THESE PLANS AND DRAWINGS ARE DIAGRAMMATIC ONLY TO CONVEY GENERAL LOCATION OF MATERIAL
AND DESIGN INTENT. CONTRACTOR SHALL FIELD VERIFY AND BE HELD RESPONSIBLE FOR ALL EXISTING
FIELD DIMENSIONS AND JOB CONDITIONS. CONTRACTOR SHALL NOT RELY ON SCALED DIMENSIONS AND
DRAWINGS TO DERIVE AREA QUANTITIES.
EFFECTIVE: 04/01/19
THIS DRAWING IS THE PROPERTY OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC AND MAY NOT
BE REVISED WITHOUT THE WRITTEN CONSENT OF JALA JEFF ALLEN LANDSCAPE ARCHITECTURE LLC. IT
IS TO BE USED FOR THE PROJECT AND SITE SPECIFICALLY IDENTIFIED HEREIN AND IS NOT TO BE USED
ON ANY OTHER PROJECT.
D
E
T
A I
L S
J A L A
J e f f A I I e In
Landscape Architecture
❑ ❑ ❑
842 W. 4th Street
Winston-Salem, N C
2 7 1 0 1
336.727.3914
[e-mail]
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APRIL 26, 2022
JUNE 08, 2022
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JULY 07, 2022
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