TroutWS11-2017_Form (1)_Cedar Hill Lot 2_20220627

Water Resources
Environmental Quality
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02H .0506(b)(4) Water Quality Certification,
Notification of Work in Trout Watersheds
FORM: TroutWS 11-2017
Notification of Work in Trout Watersheds Form
A. Applicant Information
1. Processing
la. Specify Nationwide Permit (NWP) number: NWP 14 or General Permit (GP) number:
1 b. Has the NWP or GP number been verified by the Corps?
X Yes ❑ No
lc. Does the project meet all the Conditions of the applicable Water Quality
Certification
X Yes ❑ No
Please note that your project may be subject to the Sediment and Erosion Control Program and/or Trout Buffers
implemented by the Division of Energy, Mineral, and Land Resources. Find more info at:
https://deq.nc.gov/about/divisions/energy-mineral-land-resources/erosion-sediment-control
2. Project Information
2a. Name of project:
Cedar Hill — Lot 2 — Driveway — Stream Crossing
2b. County:
Jackson
2c. Nearest municipality / town:
Cashiers
3. Owner Information
3a. Name(s) on Recorded Deed:
LH Cedar Hill Fund, LLC
3b. Responsible Party (for LLC if
applicable):
Alan Webster, Loudermilk Custom Homes
3c. Street address:
805 Whiteside Cove Road
3d. City, state, zip:
Cashiers, NC 28717
3e. Telephone no.:
404-771-9219
3f. Email address:
[e-mail]
4. Agent/Consultant Information (if applicable)
4a. Name:
Mark S. Davis, Environmental Specialist - Agent Authorization Form is Attached
4b. Business name
(if applicable):
Vaughn & Melton Consulting Engineers
4c. Telephone no.:
828-508-9670
4d. Email address:
[e-mail]
B. Project Information
1. Property Identification
la. Property identification no. (tax PIN or parcel ID):
7582-50-2106 Jackson County GIS
1 b. Site coordinates (in decimal degrees):
Latitude: 35.112014 Longitude: 83.064715
(DD.DDDDDD) (-DD.DDDDDD)
2. Project Description

2a. Explain the purpose of the proposed project (continue on back):
The purpose of the proposed project is to provide access to the house site on Lot 2 in the Meridian Section of the Cedar Hill
development east of Cashiers. Our client Loudermilk Custom Homes purchased a 92-acre tract of land that is accessed
through the Cedar Hills Development off East Ridge Road. Over half the 92-acre tract is in a conservation easement (along
the cliff habitats) so the client divided the tract into 4, 20+ acre lots. One custom built home will be constructed on each lot
and sold as such. We do not anticipate any other impacts to streams and wetlands on the remaining 3 lots.
2b. Describe the overall project in detail, including the type of equipment to be used:
The client proposes to install an 87" x 62" x 20' Corrugated Steel Pipe Arch (CSPA) culvert in a UT to Intake Branch (DWR
Class: C, Tr+) to access the house site on Lot 2. This stream is a headwater tributary, originating on Lot 1 and runs over a
cliff before entering Intake Branch, which flows through Sapphire Valley County Club before entering the Horsepasture
River (DWR Class: C, Tr+). The stream crossing will be 20-foot wide with natural rock headwalls on the inlet and outlet
ends of the pipe. The actual driveway will be 14-feet wide. The impact area is approximately 0.003 acres of fill in the
streambed. Sandbags and temporary diversion pipe (pump around) will be used to dewater the site during installation.
The CSPA was used at this site to provide a better cross -sectional area along the stream in addition to the fact that the pipe
cannot be buried because bedrock dominates the streambed at the culvert site. Appropriate BMP's will be installed
according to the "approved" Jackson County erosion and sedimentation control plan prior to culvert installation. Track hoe,
dump truck, bulldozer, water pump, sandbags, diversion pipe and various hand tools will be used to accomplish the work.
C. Stream Impacts: Please list all proposed impacts to the stream
la. Stream Name:
1 b.
Type of impact
Average stream
width (linear feet)
Impact length
(linear feet)
❑ Bank Stabilization - Sloping and Revegetating
❑ Bank Stabilization - Sloping and Riprap/Armoring
❑ Bank Stabilization - Gabion Baskets / Retaining Wall
X Culvert Installation
Culvert Diameter: 87" x 62" x 20'
CMPA installed on bedrock
6'
20'
X Temporary Impacts for required dewatering activities
6'
30'
❑ Other (describe):
lc. Comments: Large Natural Rock Headwalls will be installed on the inlet and outlet ends of the culvert. They will be installed
even with the ends of the culvert and should not impact the stream outside of the culvert footprint.

Mark S. Davis,
Environmental Specialist, VScM
Owner/Agent's Printed Name
Owner/Agent's Signature
(Agent's signature is valid only if an authorization letter from the owner is
provided.)
s- 3./
Date
For non -transportation projects send one (1) copy of the completed application to DWR:
If sending via US Postal Service:
NC DWR - 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service (UPS, FedEx, etc.):
NC DWR - 401 & Buffer Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604
For transportation projects send one (1) copy of the completed application to DWR:
/f sending via US Postal Service: if sending. via delivery service (UPS, FedEx, etc.):
DWR - Transportation Permitting Branch
1617 Mail Service Center
Raleigh, NC 27699-1617
DWR - Transportation Permitting Branch
512 N. Salisbury Street
Raleigh, NC 27604

AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. cf:)--- PLAN NO. PARCEL ID: 1'802•--64 — c1/D too
STREET ADDRESS: , o (�„Z / �J Rd-.) GZa�yi s i
Please print:
Property Owner: G/ 1 C du
Property Owner: A/z.44_- JT/ s
sf ":1-t.J�
The undersigned, registered property owners of the above noted property, do hereby authorize
/17�!{ • 2VL S , of 4e j%�-- -
(Contractor / Agent) (Nan - /V%of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above): /
/ `�� �% / a zrlu3 %r /{d ESL s/i . 4, S ,41,/g -c ` �, 4 ,3 at.
Telephone: �D�% _ 77/ - 02 /q 1
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
"e-/Z4z
Authorized Signature Authorized Signature
Date: Date: %3-''

Lot 2 Meridian Cedar Hill
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Centerlines Leader Line
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Parcel Lines -- Lot Line *WARNING:THIS ISNOTASURVEY!*.
This map is prepared for inventory of real
Easement w r;w property within Jackson County.It is compiled
_ Subdivision e r, from recorded deeds,plats,and public data
ROW '' records.Users of this map are hereby notified
HOOI(S that the aforementbned public information
_ sources should be consulted for verificatbn.
Parcels ,r:r•� Jackson County or any County representative
LJ assumes no legal responsibility for the contents
of this map.

PROPERTY FNFORMATFDN
• CEDAR HILL LOT 2
• CASHIERS 7OAI SFW
• PROPERTY SEE 22.75 ACRES
• DEED BOOK 2267 PAGE 436
• PLAT El0 X 25 PCs 270
• OWNER - th CEDAR FILL FUND LLC
• LAND UGEOFSURRORINCENGAREA -RESIDEHTL41.
• PIN F 7582S42106
-i =■ •3
LEGEND
LIMITS OF 01STIJRBAr
SILT FENCE
CONSTRUCTION EMSRANCE
TEMPORARY DRIMRSIc DFTCai
ROC{ SILT CHECK CPI/ TYPE A
ROCK SILT CHECK DOA TYPE B
PROPOSED STORM RATER PIPE
RIpR]1P O JJLSTPROTEC-ROE
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11ISHASN0U1 ENE Cd1EY E OO5El(T101, 1r1b6 P6PECTOIS AFIT2 EaCR YEENL EvENT
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MAINTENANCE PLAN
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EROSION CONTROL PLAN
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.MIEN +ROES {VAM.10F9.1 11Tia VIE {NAVY
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CYST CONTROL
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2-24' HDPE
PROPOSED 11' DRIVEWAY
• PROPOSED ROCK SILT
- _ CHECK DAM TYPE 8 (FYP.) -
- - P▪ ROPOSED- LIMITS OF
DISTURBANCE (7.95AC.)
22 93-ACR
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15' HOPE
22.85 RES±
PROPOSED ROCK SILT
CHECK CAM TYPE A (TIT./
PROPOSED 20 LF OF 87 2-
_ HEUCOR C MP ARCH PIPE
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PRELIMINARY;
NOT FOR CONSTRUCTION
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1
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
C-02 % NOT TO SCALE
TEMP. STONE
DITCH CHECK
STRUCTURAL STONE
BACK
SLOPE
ISOMETRIC VIEW
1' MIN.
CROSS SECTION
VEE DITCH
1MIN.
CROSS SECTION
TRAPEZOIDAL DITCH
EDGE OF PAVEMENT
NATURAL GROUND
NATURAL GROUND
NOTES:
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.
FLOW
BASE OF DITCH
—12"
SEDIMENT
TRAP
12" MIN.
OPTIONAL TYPE B ; F- 4'-6"
SILT BASIN �^
ELEVATION VIEW
�3 \ TEMPORARY ROCK SILT CHECK TYPE B
1� -02
NOT TO SCALE
August 4, 2011
Major Elements of DWQ Construction General Permit
This document contains the major elements of the recently -revised North Carolina Division of Water Quality (DWQ) Construction
General Permit (NCGOI) with emphasis placed on those elements that differ from the previous pennit (expiration on August 2,
2011). Since the summary list below cannot contain details of every change, the complete Permit should be used to assure 11111
implementation. See: http://portal.ncdenr.org/web/wq/ws/su/construction
1) Ground Stabilization*
Site Area
Description
Stabilization
Time France
Stabilization Time
Frame Exceptions
• Perimeter dikes,
swales, ditches
and slopes
7 days
None
• High Quality
Water (HOW)
Zones
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 or
flatter
14 days
7-days for slopes
greater than 50 feet
in length
• All other areas
with slopes Clatter
than 4:1
14 days
None
(except for
perimeters and
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 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
•
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
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
WIRE
NOTES
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
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
MIDDLE AND VERTICAL WIRES
SHALL BE 121/2 GAUGE MIN.
GEOTEXTILE
—11=11=1IC-�I=11=11=11=s=1M11=11=H=
GEOTEXTILE —
COMPACTED FILL
24" MAX.
(18" MIN.)
I II_ 111_111-I I
STEEL POST - 2'-0" DEPTH
EXTENSION OF GEOTEXTILE AND
WIRE INTO TRENCH
TEMPORARY SILT FENCE
C-02
SEDIMENT CONTROL STONE ---
STRUCTURAL STONE
FLOW
11
00
D p O D � g O D f
o �oo90 1x
oob. 9,- o 03:003
of30
0 0 3 0 "e
e , ,moo c=6'6'9�
r9fe
B1
PLAN
SECTION A -A
NOT TO SCALE
NOTES
USE CLASS B EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
H = 2' MIN
1' MIN 1y
00�0030
.o 0 00 �oo o p o0 0
SECTION B-B
4 TEMPORARY ROCK SILT CHECK TYPE A
C-OZ NOT TO SCALE
Major Elements of DWQ Construction General Permit- Continued
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
12"
Dod
La
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FILTER BLANKET
SECTION A -A
1,
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 � RIP RAP OUTLET PROTECTION
NOT TO SCALE
TEMPORARY SEEDING SCHEDULE
RECOMMENDATIONS FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE:
SPECIES
RYE (GRAIN)
ANNUAL LESPEDEZA
(KOBE IN PIEDMONT & COASTAL PLAIN,
KOREAN IN MOUNTAINS)
RATE
120 LB/ACRE
50 LB/ACRE
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
TALL FESCUE
KOREAN LESPEDEZA
REDTOP
KENTUCKY BLUEGRASS
RATE
100 LB/ACRE
10 LB/ACRE
5 LB/ACRE
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
1
REVISIONS
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LK CUSTOM HOMES
LOUDERM
LLS DEVELOPMENT - LOT 2
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JACKSON COUNTY, NORTH CAROLINA
J
Vaughn & Melton
Firm License # F- 1088
13 18-F Patton Ave.
Asheville, NC 28806
•
828-525-2796
Boone, NC
828-355-9933
Charlotte, NC
704-357-0488
Knoxville, TN
865-546-5800
Middlesboro, KY
GOO-248-6600
N. Charleston, SC
843-560-0085
Spartanburg, SC
864-574-4775
www.vaughnmelton.com
Copyright ©2007
All Rights Reserved
r
DRAWN: DAS
CHECKED: RMS
JOB NO: 32020-09
SCALE: NTS
DATE: APRIL 2022
32 2 - 9 L T
FILE NAME: GRADING.dwg
DRAWING TITLE:
GRADING AND
EROSION CONTROL
DETAILS
DRAWING NO:
0-02

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Jackson County
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Cedar Hill Lot 2—Stream Crossing (Culvert) Photos
Jackson County
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(Arch Culvert will not be Buried into the Substrate)