NCC223519_Site Plan or Location Map_20221013

PROPERTY INFORMATION
• CEDAR HILL LOT 2
• CASHIERS TOWNSHIP
• PROPERTY SIZE 22.75 ACRES
• DEED BOOK 2287 PAGE 436
• PLAT BOOK 25 PG. 270
• OWNER - LH CEDAR HILL FUND LLC
• LAND USE OF SURROUNDING AREA - RESIDENTIAL
• PIN # 7582-50-2106
NMI
LEGEND
LIMITS OF DISTURBANCE
SILT FENCE
CONSTRUCTION ENTRANCE
TEMPORARY DIVERSION DITCH
ROCK SILT CHECK DAM TYPE A
ROCK SILT CHECK DAM TYPE B
PROPOSED STORM WATER PIPE
RIPRAP OUTLET PROTECTION
(SEE (REF.) NCDENR-EROSION & SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL)
CONSTRUCTION SEQUENCE
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GRAPHIC SCALE
50 100
ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE.
EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND
GRUBBING SHALL BE UNITED TO THOSE AREAS DESCRIBED IN EACH STAGE.
IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING POTENTIAL FOR ACCELERATED
EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST
MANAGEMENT PRACTICES TO ELIMINATE THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT
POLLUTION.
BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN, OR
REVISIONS TO THE OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED EROSION
AND SEDIMENT POLLUTION CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISION
FROM THE JURIDICTIONAL CONSERVATION DISTRICT. RUNOFF ACCUMULATING IN EXCAVATED AREAS SHALL
EITHER REMAIN IN THE EXCAVATED AREA IN ORDER TO INFILTRATE THE RUNOFF, OR BE DIRECTED TO AN
APPROVED E&S CONTROL MEASURE TO ENSURE RUNOFF IS TREATED BEFORE LEAVING THE DISTURBED
SITE OR WILL BE INFILTRATED BACK INTO THE GROUND. E&S CONTROL BMPS WILL BE MAINTAINED TO
PERFORM AS DESIGNED IN THESE INSTANCES. CONSTRUCTION ACTIVITIES WITHIN EACH STAGE MAY
OVERLAP IF WORK WITHIN EACH AREA IS CARRIED OUT IN SEQUENCE.
EACH STAGE OF THE SEQUENCE OF CONSTRUCTION MUST BE COMPLETED PRIOR TO INITIATION OF THE
NEXT STAGE OF THE SEQUENCE OF CONSTRUCTION.
ALL BLASTING ACTIVITY, IF REQUIRED, SHOULD BE DONE IN ACCORDANCE WITH THE LOCAL, STATE AND
FEDERAL REGULATIONS. CONTRACTOR SHOULD NOTIFY OWNER AND ALL REGULATORY AGENCIES IN
WRITING AND OBTAIN ANY NECESSARY PERMITS PRIOR TO ANY BLASTING ACTIVITIES.
1. FIELD MARK EXISTING UTILITIES AND STREAM TOP OF BANK PRIOR TO EARTH DISTURBANCE.
2. INSTALL ROCK CONSTRUCTION ENTRANCE(S) BEFORE INITIAL DISTURBANCES. ALL CONSTRUCTION
TRAFFIC SHOULD USE THIS ACCESS POINT ONLY FOR INGRESS AND EGRESS FOR THE PROJECT. ALL
VEHICLES ENTERING THE SITE SHALL DO SO VIA THE ROCK CONSTRUCTION ENTRANCE.
3. INSTALL PERIMETER SUPPORTED SILT FENCE AT LOCATIONS INDICATED. PLACE SILT FENCE ON LEVEL
GRADE WHERE POSSIBLE. CARE SHOULD BE TAKEN TO PROTECT THE STREAM AND WETLANDS FROM
ANY SEDIMENT POLLUTION. THE CONTRACTOR SHALL MAINTAIN THE SILT FENCE IN WORKING ORDER
THROUGHOUT THE COURSE OF CONSTRUCTION, MAKING INSPECTIONS AFTER EACH RAINFALL EVENT
AND MAKING ANY NECESSARY REPAIRS.
4. EARTH AND TOPSOIL TO BE RETAINED ON THE SITE SHALL BE STOCKPILED IN THE APPROXIMATE
LOCATIONS SHOWN ON THE PLANS. IMMEDIATELY INSTALL SILT FENCE AROUND STOCKPILES, SOW
TEMPORARY SEED AND MULCH STOCKPILES TO ENSURE PROTECTION AGAINST SEDIMENT RUNOFF FROM
THE TOPSOIL STOCKPILE.
5. LIMIT CLEARING, GRUBBING AND TOPSOIL STRIPPING TO THE IMMEDIATE AREA REQUIRED TO ACCESS
AND TO CONSTRUCT PROPOSED SITE.
6. COMMENCE WITH CLEARING, GRUBBING, TOPSOIL STRIPPING AND PERFORM ROUGH GRADING FOR THE
PROPOSED SITE WITH CUT AND FILL.
7. CONSTRUCT STORM PIPES AND OUTLET PROTECTION TO LINES AND GRADES AS SHOWN ON THE
PLANS.
8. EXCAVATE CHANNELS, ADD PERMANENT TOPSOIL, AND SEED. STABILIZE IMMEDIATELY WITH CHANNEL
MATTING AS SHOWN ON THE PLANS. INSTALL ROCK SILT CHECK DAMS.
9. ONCE STORMWATER PIPING AND UNDERGROUND UTILITIES ARE INSTALLED BEGIN PLACING AND
COMPACTING BASE ROCK AND PAVING.
10. COMPLETE ALL REMAINING GRADING.
11. SPREAD TOPSOIL IN AREAS WHERE SUBGRADE ELEVATIONS HAVE BEEN ACHIEVED. SEED AND MULCH
ALL AREAS WHICH ARE AT FINAL GRADE. INSTALL PROTECTIVE LINING ON ALL SLOPES 3H:1V OR
STEEPER. REMOVE TEMPORARY SILT FENCE AND STABILIZE REMAINING DISTURBED AREAS. PROVIDE
REMAINING PERMANENT SEEDING AND MULCHING.
12. COMPLETE ALL ON —SITE IMPROVEMENTS AND PERFORM AND CLEANUP. REMOVE AND DISPOSE OF
ORANGE CONSTRUCTION FENCE.
13. UNTIL SUCH TIME AS THE SITE IS PERMANENTLY STABILIZED, ALL EROSION AND SEDIMENT CONTROL
DEVICES SHALL BE MAINTAINED IN WORKING ORDER. MAINTENANCE SHALL INCLUDE INSPECTION OF
ALL EROSION AND SEDIMENT CONTROL DEVICES AFTER EACH RUNOFF EVENT AND ON A WEEKLY
BASIS.
14. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER
OR OTHER PERMANENT NON —VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST
ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING
OR OTHER MOVEMENTS.
15. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL
DISTURBED AREAS, REMOVE THE TEMPORARY BMPS.
16. IMMEDIATELY REPAIR AND STABILIZE ANY AREAS DISTURBED DURING REMOVAL OF THE TEMPORARY
BMPS.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE CHECKED FOR STABILITY AND OPERATION
FOLLOWING EVERY RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK.
ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. SEDIMENT SHALL BE REMOVED FROM THE SEDIMENT TRAPS WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANSED OR REPLACED WHEN THE POOL NO LONGER
DRAINS PROPERLY.
3. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5 FEET
DEEP AT THE FENCE. THE SEDIMENT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
EROSION CONTROL PLAN
1. INSTALL SILT FENCING AS SHOWN. STRIP TOPSOIL FROM ALL CUT OR FILL AREAS AND STOCKPILE
THEN PROCEED CONTINUOUSLY WITH SITE GRADING.
2. CONSTRUCT DRAINAGE PIPING. MAINTAIN SILT FENCING IN GOOD CONDITION UNTIL NEW SURFACE
COVER IS ESTABLISHED. PLACE CRUSHED AGGREGATE BASE COURSE ON PAVING AND OTHER REQUIRED
AREAS AT EARLIEST POSSIBLE DATE.
3. ON ALL DISTURBED AREAS, CONSTRUCT TO FINAL GRADE, SPREAD TOPSOIL, FERTILIZE, SEED AND
MULCH. GROUND COVER SHALL BE ESTABLISHED WITHIN 15 WORKING DAYS OR 21 CALENDAR DAYS OF
COMPLETING ANY PHASE OF GRADE WORK, WHICHEVER IS SHORTER.
4. WHEN GROUND COVER IS ESTABLISHED, REMOVE SILT FENCING AND FERTILIZE, SEED, AND MULCH IN
ACCORDANCE WITH SEEDING SCHEDULE.
5. PAVE AS SOON AS POSSIBLE AFTER BASE COURSE HAS SET UP AND IS DETERMINED TO BE STABLE.
6. CONTRACTOR SHALL CONTROL DUST AT ALL TIMES AND COMPLY WITH ALL ORDINANCES REGARDING
DUST CONTROL.
( IN FEET )
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Vaughn aLMelton
Firm License # F-1 088
13 1 8-F Patton Ave.
0 Asheville, NC 288OG
828-525-279G
❑ Boone, NC
828-355-9933
❑ Charlotte, NC
704-35 7-0488
❑ Knoxville, TN
8G5-54G-5800
❑ Middlesboro, KY
GOG-248-000O
❑ N. Charleston, SC
843-5 GO-0085
❑ Spartanburg, SC
8G4-574-4775
www.vaughnmelton.com
Copyright © 2007
All Kights Keserved
DRAWN: BA5
CHECKED: RM5
JOB NO: 32020-09
SCALE: 1 :50
DATE: APRIL 2022
FILE NAME: GKADING.Jwg
DRAWING TITLE:
GRADING AND
EROSION
CONTROL PLAN
DRAWING NO:
C-0 1

1
C-02
TEMP. STONE
DITCH CHECK
STRUCTURAL STONE
NOTES
1. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS.
2. LOCATE ENTRANCES TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIATELY.
5. LOCATE GRAVEL CONSTRUCTION ENTRANCE AT ALL POINTS OF
INGRESS AND EGRESS UNTIL SITE IS STABILIZED. PROVIDE
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEER.
7. USE CLASS 'A' STONE OR OTHER COARSE AGGREGATE APPROVED
BY THE ENGINEER.
8. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE.
NOTE: PLACE GEOTEXTILE FOR DRAINAGE BENEATH STONE
TEMPORARY CONSTRUCTION ENTRANCE
. 5
BACK
SLOPE
ISOMETRIC VIEW
CROSS SECTION
VEE DITCH
CROSS SECTION
TRAPEZOIDAL DITCH
3
C-02
NOT TO SCALE
NOTES:
EDGE OF PAVEMENT USE CLASS B EROSION CONTROL STONE FOR
STRUCTURAL STONE.
THE ENGINEER MAY DIRECT THE OPTION OF
CLASS A STONE FOR SITES HAVING LESS THAN
ONE (1) ACRE DRAINAGE AREA AND A DITCH
GRADE LESS THAN 3%.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL. PLACE SEDIMENT CONTROL STONE
AS DIRECTED.
. :.
BASE OF DITCH
"'"T"D^' aROUND 12"
SEDIMENT 12" MIN.
//�
------TRAP--------
FLOW
4L TYPE B 4'-6"
SILT BASIN r
---------
ELEVATION VIEW
TEMPORARY ROCK SILT CHECK TYPE B
NOT TO SCALE
Major Elements of DWQ Construction General Permit
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN
NOTES
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 121/2 GAUGE MIN.
'■__':::::::::EeEEiiiiEEEeEEEiiEeEEiiiEEEEEEEEEiEEEEEEEEEiEEEEEEiEEEiEEiii
01
■��1€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€€
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WIRE
USE GEOTEXTILE A MINIMUM OF
36" IN WIDTH AND FASTEN ADEQUATELY
TO THE POSTS AND WIRE AS DIRECTED.
USE WIRE A MINIMUM OF 32"
IN WIDTH AND WITH A MINIMUM
OF 5 LINE WIRES WITH 12" VERTICAL
SPACING.
PROVIDE 5'-0" STEEL POST OF
THE SELF -FASTENER ANGLE STEEL
TYPE.
FOR MECHANICAL SLICING METHOD
INSTALLATION, GEOTEXTILE SHALL
BE A MAXIMUM OF 18" ABOVE GROUND
SURFACE.
2
C-02
SEDIMENT CONTROL STONE
STRUCTURAL ST(
1' MIN
4
C-02
FLOW
PLAN
2/3 CHANNEL
WIDTH
GEOTEXTILE
24" MAX.
(18" MIN.)
GEOTEXTILE
COMPACTED FILL
—III-I I 8
o
4„ ; STEEL POST - 2'-0" DEPTH
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
TEMPORARY SILT FENCE
SECTION A -A
NOT TO SCALE
A
NOTES
USE CLASS B EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
1' MIN
12"
H = 2' MIN
o �oo�o �oo�oo Po
- -
SECTION B-B
TEMPORARY ROCK SILT CHECK TYPE A
NOT TO SCALE
August 4, 2011 Major Elements of DWQ Construction General Permit- Continued
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCGO1) 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.
7-days for slopes
• Slopes 3:1 or
14 days
greater than 50 feet
flatter
in length
• All other areas
None
(except for
with slopes flatter
14 days
perimeters and
than 4:1
HQW Zones)
* "Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable." (Section ILB(2)(b))
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
requirements for ground cover within t4, 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
• Requirements are the same as in previous permit.
• The permit allows reduction from the 20 acre minimum if
the Director of DWQ determines that other BMPs provide
equivalent protection.
1
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.
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.
August 4, 2011
6) Conditions in Erosion & Sedimentation Control
Plans*
Designation on the plans where the 7 and 14-day ground
stabilization requirements of the NPDES permit apply
Designation on the plans where basins that comply with the
surface -withdrawal requirements of the NPDES permit are
located.
7) Building Wastes Handling
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives are available.
• Earthen -material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface 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.
* In order for the E&SC Plan to satisfy the conditions of the Construction General permit, it must identify areas where the ground stabilization requirements apply and the
location of the basins where the surface -withdrawal requirements apply.
Document prepared by the Division of Water Quality
2
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La
FILTER BLANKET
SECTION A- A
NOTE:
FOR CALCULATION PURPOSES
CLASS "B" RIP RAP = 100 LBS./FT
CLASS I RIP RAP = 105 LBS./FT
NOTES:
1. LA IS THE LENGTH OF THE RIP RAP APRON
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER
BUT NOT LESS THAN 6".
3. IN WELL DEFINED CHANNEL EXTEND THE
APRON UP THE CHANNEL BANKS TO AN
ELEVATION OF 6" ABOVE THE MAXIMUM
TAILWATER DEPTH OR TO THE TOP OF
THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC
SHOULD BE INSTALLED BETWEEN THE
RIP RAP AND SOIL FOUNDATION.
MAINTENANCE: INSPECT RIPRAP OUTLETS STRUCTURES WEEKLY AND
AFTER RAIN EVENTS TO SEE IF ANY EROSION AROUND
OR BELOW THE RIP RAP HAS TAKEN PLACE OR IF
STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE
ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
5
C-02
RIP RAP OUTLET PROTECTION
NOT TO SCALE
TEMPORARY SEEDING SCHEDULE
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE:
SPECIES RATE
RYE (GRAIN) 120 LB/ACRE
ANNUAL LESPEDEZA 50 LB/ACRE
(KOBE IN PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO
EXTEND BEYOND JUNE.
SEEDING DATES:
MOUNTAINS: ABOVE 2500 FEET: FEB. 15 — MAY 15
BELOW 2500 FEET: 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
AGRICULTURAL LIMESTONE AND 700-1000 LB/ACRE 10-10-10 FERTILIZER.
LOOSEN SURFACE JUST BEFORE BROADCASTING SEED.
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 MUCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE:
SPECIES RATE
GERMAN MILLET 40 LB/ACRE
IN THE PIEDMONT AND MOUNTAINS, A SMALL —STEMMED SUDANGRASS 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 GROUND
AGRICULTURAL 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 MUCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND
MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
RECOMMENDATIONS FOR FALL
SEEDING MIXTURE:
SPECIES RATE
RYE (GRAIN) 120 LB/ACRE
SEEDING DATES:
MOUNTAINS: AUG. 15 — DEC. 15
PIEDMONT: AUG. 15 — DEC. 30
COASTAL PLAIN: AUG. 15 — NOV. 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF 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 MUCH 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 &
COASTAL PLAIN) OR KOREAN (MOUNTAINS) LESPEDEZA IN LATE FEBRUARY OR
EARLY MARCH.
PERMANENT SEEDING SCHEDULE
SEEDING MIXTURE:
SPECIES RATE
TALL FESCUE 100 LB/ACRE
KOREAN LESPEDEZA 10 LB/ACRE
REDTOP 5 LB/ACRE
KENTUCKY BLUEGRASS 5 LB/ACRE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
NURSE PLANTS:
BETWEEN MAY 1 AND AUG. 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 40 LB/ACRE RYE (GRAIN). IT MAY
BE BENEFICIAL TO PLANT THE GRASSES IN LATE SUMMER AND OVERSEED THE LESPEDEZAS
IN MARCH.
SEEDING DATES:
MOUNTAINS: ABOVE 2500 FEET: MAR. 20 — APR. 20 OR JULY 25 — AUG. 15 (OPTIMUM)
MAR. 1 — MAY 15 OR JULY 15 — SEPT. 1 (POSSIBLE)
BELOW 2500 FEET: MAR. 1 — APR. 1 OR AUG. 15 — SEPT. 1 (OPTIMUM)
MAR. 1 — MAY 10 OR JULY 25 — SEPT. 15 (POSSIBLE)
COMPLETE SEEDING EARLIER IN FALL, AND START LATER IN SPRING ON NORTH AND EAST
FACING SLOPES.
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 4,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 800-1200 LB/ACRE 5-10-10 FERTILIZER. LOOSEN SURFACE
JUST BEFORE BROADCASTING SEED.
MULCH:
APPLY 4,000-5,000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES
SET NEARLY STRAIGHT CAN BE USED AS A MUCH ANCHORING TOOL. NETTING IS PREFERRED
ON STEEP SLOPES.
MAINTENANCE:
FOR AT LEAST A YEAR, INSPECT STANDS FOR EROSION OR DIE —OUT. REPAIR DAMAGED,
BARE OR SPARSE AREAS BY FILLING ANY GULLIES, REFERTILIZING, RESEEDING, AND
MULCHING.
PRELIMINARY,
NOT FOR CONSTRUCTION
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Vaughn & IMelfon
Firm License # F-1 088
13 1 8-F Patton Ave.
Asheville, NC 288OG
828-525-279G
Boone, NC
828-355-9933
0 Charlotte, NC
704-35 7-0488
0 Knoxville, TN
8G5-54G-5800
Middlesboro, KY
GOG-248-0000
N. Charleston, 5C
843-5 GO-0085
Spartanburg, 5C
8G4-574-4775
www.vaughnmelton.com
Copyright 0 2007
All Kights Keserved
DRAWN: BA5
CHECKED: RM5
JOB NO: 32020-09
SCALE: NT5
DATE: APRIL 2022
FILE NAME: GRADING.Jwg
DRAWING TITLE:
GRADING AND
EROSION CONTROL
DETAILS
DRAWING NO:
C-02