HomeMy WebLinkAboutNCC230701_Site Plan or Location Map (3)_202303166) Conditions in Erosion & Sedimentation Control
Plans*
Desiknation on the plans where the 7 and 14-day ground
stabil ation requirements of the NPDES permit apply
Desigkation on the plans where basins that comply with the
surface -withdrawal requirements of the NPDES permit are
located
n Building Wastes Handling
• No pa t or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
so ble alternatives are available.
E hen- aterial stockpiles located 50' from storm
ains unl ss no reasonable alternatives available.
ete aterials must be controlled to avoid contact
with surfac waters, wetlands, or buffers.
8) Sediment Basins
• Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
• Use only DWQ-approved flocculants.
Major Elements of DRJonstruction General Permit
•
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCG01) with emphasis placed on those elements that differ from the previous permit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure full
implementation. See: http://portal.ncdenr.org/web/wq/ws/su/construction
1) Ground Stabilization*
Site Area
Stabilization
Stabilization Time
Description
Time Frame
Frame Exceptions
• Perimeter dikes,
swales, ditches
7 days
None
and slopes
• High Quality
Water (HQW)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2:1,
14 days are allowed.
• Slopes 3:1 or
7-days for slopes
flatter
14 days
greater than 50 feet
in length
• All other areas
None
(kept for
with slopes flatter
14 days
perimeters and
than 4:1
HOW Zones)
* "Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable." (Section IL3(2)(b))
4) Inspections
• Same weekly inspection requirements
• Same rain gauge & inspections after 0.5" rain event
• Inspections are only required during "normal business
hours"
• Inspection reports must be available on -site during
business hours unless a site -specific exemption is
approved.
• Records must be kept for 3 years and available upon
request.
• Electronically -available records may be substituted
under certain conditions. GLOBAL
5) Implementation of New Permit Conditions
• Projects permitted under the previous permit can
continue to follow the previously -permitted conditions.
• Complete applications received prior to August 3, 2011
can follow conditions of approved application.
• Applications received after August 2, 2011 must comply
with new permit conditions.
The major change in the Permit from the previous one is the shorter
times to apply ground stabilization such as mulch, wheat straw, or
grasses. The NC laws and rules relating to the Sediment Act require,
in most places, ground stabilization within 21 days. Based on the new
EPA requirements and 9-months' work with a permit advisory group,
CTAG, the Division and EPA -developed permit, now contains
1 requirements for ground cover within 14, and in some places, 7 days.
2) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen -material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
Concrete materials must be controlled to avoid contact with
surface waters, wetlands, or buffers.
3) Discharges to Federally -listed Waters
• htiqitements are the same as in previous permit.
• Thy pe mit allows reduction from the 20 acre minimum if
t �1r ctor of DWQ determines that other BMPs provide
e i� t protection.
�OF
2•
U S. HIGHWAY N 0. 6-------------�--_ EX. SAN. SEWER
--------------EiE SAW SEINER ------
J
Ld
W
O
V)
I •~
H
W
U
I Z
o I
SILT FENCE
I I I
- J
LL
UP
C
u1
.II
I I I CUP
-------- 4 1 _i_===+
I I 0
CONCRETET SIDEWALK
CONCRETET SIDEWALK
c==:= o 0 0 0 0 0 0 0 0 0 0
SILT FENCE I
I
2.38 ACRES
I
C
C
C
SF �
C
\NEB
NTION
SIN
SILT FENCE
N 89.11'12" E
PERMANENT SFFni in RFoi iipFAAFAITS AP STRAVr ANCRQFZ STR�GO�
SEEDING MIXTURE TACKING WIH ASPHALT NETTING OR A MULCH
RATE (LBS/ACRE) ANCHORING TOOL. A DISC WITH BLADES SET MAY BE
TALL FESCUE (REBEL II) 52 USED AS A MULCHING ANCHOR TOOL.
TALL FESCUE (FALCON) 52
KENTUCKY BLUEGRASS (ADELPHI) 13 MAINTENANCE
KENTUCKY BLUEGRASS (WINDSOR) 13 RE —FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RE —SEED, RE —FERTILIZE AND RE —MULCH IMMEDIATELY
SEEDING NOTE: FOLLOWING EROSION OR OTHER DAMAGE.
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000 ALL WORK WILL BE CARRIED OUT BY AN APPROVED
SPREADING MACHINE SPECIALLY USED FOR THIS WORK. TEMPORARY SEEDING FOR SUMMER
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1 THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR
APPROVAL (BEFORE STARTING WORK) A CERTIFIED SEEDING MIXTURE
STATEMENT AS TO THE NUMBER OF POUNDS OF SPECIES RATE (LB/ACRE)
FERTILIZER, AMOUNTS AND TYPES OF SEEDS AND GERMAN MILLET 40
Land Quality or Local PROCESSED FIBER, PER 100 GALLONS OF WATER.
Program Project/Permit #
NURSE PLANTS'
Project Name
Approving Authority
Date of Plan
Expiration Date,
Approval
if applicable
NCGO10000 Certificate of
Date of COC Issuance
Coverage Number
Coverage under the NCGO10000 permit must be renewed annually, if issued after April 1, 2019 until Notice of Termination is filed and approved.
PART 1A: Rainfall Data
Rain Amount (inches)
Daily Rainfall Required. If no rain,
indicate with a "zero"
M
T
W
Th
F
Sat (Inspection Optional)
Sun (Inspection Optional)
Are there any site or project conditions that limit
completion of inspection?
If yes, explain conditions and areas of site that were
inaccessible.
NEW HDCP RAMP—\
ALIGNED WITH EX 15"' CMP
NEW CURB
CROSSWALK
INLET
C d
a \
a 01i
d u .
° d
d d d '`
a a 1
eI
a.
a a .
30' BUFFE�II
° d
a
I
0 II I I
I I
:I •I
•I :I I
.I
;I I
1.
/— SILT FENCE I .I
I •I
O \.
W WELL HOUSE \\
I 1
1 ,
a
u.
II .
3480.9
20"WO
X348
1.3
20"MAP
3481.1X10"MA
P
dd1
d BL 14"MAG4
I
.I. I I
° d 3481.1
16"WO I I
Q A
a V d
�_../ .. 3 80.7
/" WO
OVERFLOW INLET I I
TOP EL. — 3482.0 S F.
j� //.
INV. EL. — 3479.5 i
RIP —RAP PAD 91.33'
INV. 3479.0
30 BUFFER I I
�...� �...� ..
_ --�fH E VILLAGE GREEN
OF CASHIERS LEGEND:
B = BOTTOM OF BANK
BW = BOTTOM OF WALL
===CMP = CORRUGATED METAL PIPE
CP EROSION CONTROL_ DBL = DOUBLE CORRUGATED PLASTIC PIPE
NEW 20'-15"
1
CMP
TO . . . . . . . . . . . . . . . ' . . . . .
RIP —RAP
'
. .
. . . . . . . . . . .
........
OTm..............
'
nr
Dr
1
(/ D
m
m2
I'I
V /
Z
M
M
J
z
BETWEEN MAY 1 AN AUG. 15, ADD 10 LB/ACRE GERMAN
A SMALL STEMMED SUDONGRASS AMY BE SUBSTITUTED
AT A REATE OF 50 LB/ACRE.
E BOX I
=ELECTRIC
BOX
MILLET OR 15 LB/ACRE SUDONGRASS. PRIOR TO MAY 1
E G E N D
OR AFTER AUG. 15, ADD 40 LB/ACRE RYE.
SEEDING DATES
•
I B F
= IRON BAR
FOUND
MOUNTAINS MAY 15 — AUG. 15
INV
=INVERT
SEEDING DATES BEST
POSSIBLE
SOIL AMENDMENTS
SILTATION FENCE S F
IPF
=IRON PIPE
FOUND
BELOW 2500 FT. AUG. 15 — SEPT. 1 JULY 25
— SEPT. 15
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
0
NS
= NAIL SET
MAR 1 —APR 1 MAR 1
2000 LB/ACRE OF GROUND LIMESTONE AND 1000
MAY 10 LBS/ACRE 10-10-10 FERTILIZER. OHW = OVERHEAD WIRES
MULCH
PART 1B: Phase(s) of the Plan ABOVE 2500 FT JULY 25 —AUG 15 JULY 15 APPLY 4,000 LB/ACRE OF STRAW. ANCHOR STRAW BY ❑ PH BOX = PHONE BOX
Check ALL applicable box(es) that apply to
completed & current phases
X
Initial installation of erosion and sediment control measures
Clearing and grubbing of existing ground cover
Completion of any grading that requires ground cover
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
— SEPT. 30
MAR. 20 —APR. 20 MAR. 5
— MAY 15
TACKINGTEMPORARY INLET PROTECTION
WI TOOLHALDISC TTIHGBOR A LADES MULCH
ET BE
USED AS A MULCHING ANCHOR TOOL.
I P
T
TW
= TOP OF
=TOP OF
BANK
WALL
COMPLETE SEEDING EARLIER IN FALL AND START LATER
MAINTENANCE
NOT
RE—FERTRE—SEED,
TRI
= TRIPLE
IN SPRING IN NORTH JACKSON COUNTY.
IFERT�I�HANDRE—MUL RE —MULCH
CONSTRUCTION ENTRANCE
C E
o UP
=UTILITY
POLE
FOLLOWING EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING FOR LATE WINTER AND EARLY
SPRING
SEEDING MIXTURE
SPECIES
RATE (LB/ACRE)
RYE (GRAIN)
120
ANNUAL LESPEDEZA
50
OMIT ANNUAL LESPEDEZA WHEN
DURATION OF
TEMPORARY COVER IS NOT TO
EXTEND BEYOND JUNE.
SEEDING DATES
ABOVE 2500 FT.
FEB. 15 — MAY 15
BELOW 2500 FT.
FEB. 1 — MAY 1
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF
SOIL TESTS OR APPLY
2,000 LB/ACRE OF GROUND AGRICULTURAL LIMESTONE
AND 1000 LB/A
CRE 10-10-10 FERTILIZER.
TEMPORARY SEEDING FOR FALL
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
A SMALL —STEMMED SUDONGRASS MAY BE SUBSTITUTED
AT A RATE OF 50 LB/ACRE.
SEEDING DATES
MOUNTAINS MAY 15 — AUG. 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR
APPLY 2,000 LB/ACRE OF GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
APPLY 4,000 LB/ACRE OF STRAW. ANCHOR STRAW BY
TACKING WIH ASPHALT NETTING OR A MULCH
ANCHORING TOOL. A DISC WITH BLADES SET MAY BE
USED AS A MULCHING ANCHOR TOOL.
MAINTENANCE
RE —FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE.
RE —SEED, RE —FERTILIZE AND RE —MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
�J BIR =BIRCH MAP =MAPLE
CO =CHESTNUT OAK POP =POPLAR
RIP -RAP RR GUM =BLACK GUM RO =RED OAK
HEM =HEMLOCK SW = SOURWOOD
HIC =HICKORY WO =WHITE OAK
LOC =LOCUST WP =WHITE PINE
SLOPE MATTING SM TREE SPECIES ABBREVIATION PRECEDED BY TRUNK
DIAMETER IN INCHES.
DECIDUOUS TREE `CONIFEROUS TREE
NORTH
0 20' 40' 60' 80' 100'
SCALE: 1 INCH = 20 FEET
CONTOUR INTERVAL: 1 FOOT
a
a
a �00
00
w CN
U C9
U) z Ln
•M 0 to L
U - o n
N N
U �
Q E
•� (a)
CNo z
Lr
0
x
W L J J O Li
no
U Ii
z_
U
U�
z
LLJ
0
0
z
O
111 ' Il
O
�
=
z
U
Q
0
U
U
0
U
Q
zJ
c�
o
r�
oz
cc
o
Revisions
Date Description
Designed By:
Drawn By:
D
DPJ
Checked By:
DPJ
Job No.:
200012
Date:
FEB.) 2023
Scale:
AS SHOWN
Sheet No.:
C G
6 OF 9