20140770 Ver 1_More Info Received_20150210

Wanda H. Austin, PE
Engineering Services
45 Homespun Road
Sylva, NC 28779
February 3, 2015
Mr. Boyd DeVane
Water Quality Regional Operations
401 and Buffer Permitting Unit
1650 Mail Service Center
Raleigh, NC 27699 -1650
RE: DWQ Project # 14 -0770
Dear Mr. DeVane:
(828) 342 -5079
(828) 508 -2639
Thank you for your initial review and assistance with the 401 permit application for Harley Enterprises,
LLC. I have enclosed the revision for the low density design and the calculations thereof.
Once again, thank you for your review of the 401 storm water plan. Let me know if you need any
additional information.
Sincerely, �
(AJai Austin, PE
FEB 1 n 2015

Permit No
(to be provided by DEMLP)
State of North Carolina
Department of Environment and Natural Resources
Division of Energy, Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
LOW DENSITY SUPPLEMENT
77us form may be photocopied for use as an original
A low density project is one that meets the appropriate criteria for built upon area and transports stormwater
runoff primarily through vegetated conveyances Low density projects should not have a discrete stormwater
collection system as defined by 15A NCAC 2H
found in Session Law 2008 -211, 15A NCAC 2H
Stormwater Best Management Practice Manual.
requirements in 15A NCAC 2H. 1008(g)
I. PROJECT INFORMATION
1002(18) Low density requirements and density factors can be
.1000, Session Law 2006 -246 and the State of North Carolina
Curb and gutter systems are
Project Name . Beaverdam Road
Contact Person Adam King Phone Number:
they meet the
r Eo i 10 znl5
Number of Lots 1 Allowable Built Upon Area (BUA) Per Lot *.
Number of Dwelling Units Per Acre * *:0
Low Density Development (check one)- ® without curb & gutter ❑ with curb & gutter, outlets to (check one):
❑ Swales ❑ Vegetated Area
*tf lot sizes are not uniform, attach a table indicating the number of lots, lot sizes and allowable built upon area for each lot.
The attachment must include the project name, phase, page numbers and provide area subtotals and totals. BUA shall be
shown in units of square feet.
* *(Phase B Post - Construction [non -SAl only)
IL BUILT UPON AREA
Refer to DEMLR's forms and applications website for specific language that must be recorded in the deed
restrictions for all subdivided projects. (http / /portal ncdenr org/webAr/state-stormwater-forms_jocs)
Complete the following calculation in the space provided below where-
• SA Site Area - the total project area above Mean High Water
• DF Density Factor - the appropriate percent built upon area divided by 100.
• RA Road Area - the total impervious surface occupied by roadways.
• OA Other Area - the total area of impervious surfaces such as clubhouses, tennis courts, sidewalks, etc
• No of Lots - the total number of lots in the subdivision.
• BUA per Lot - the computed allowable built upon area for each lot including driveways and impervious
surfaces located between the front lot line and the edge of pavement
• Total allowable lot BUA - the computed allowable built upon area for all lots combined
• Total BUA from lot listing - the sum of built upon area allocated for each lot on the list of non - uniform lots
Form S W401 -Low Density-Rev 3- 2/10/09 Page 1 of 4

For uniform lot sizes:
(SA ft' x DF )_- (RA. ft') - (OA- ftZ)= BUA per Lot = ft
(No of Lots: _—)
For non - uniform lot sizes:
a. (SA 1166536 ft x DF .08 ) - (RA: 19535 ft2) - (OA: 0 ftZ) = Total allowable lot BUA = 73,787 ftZ
b. Total BUA from lot listing: 43, 287sf b must be 15 a
M. DESIGN INFORMATION
Complete the following table. If additional space is needed the information should be provided in the same
format as Table 1 and attached to this forth Rainfall intensity data can be found in Appendix 8.03 of the State
of North Carolina Erosion and Sediment Control Planning and Design Manual or at
http. /Ihdsc.nws noaa.gov/hdsc/pfds/
Table 1 Swale design information based on the 10 -year storm.
Swale No
Drainage
Area ac
Impervious
Area ac
Grassed
Area ac )
C
Q
(cfs)
Slope
Vaa °w
(f s
Val
(fps)
Flow
Depth ft
1
32
0.1
3.1
.37
77
1
4.5
3.79
15
2
2.0
0.5
1.5
.35
4.56
1
4.5
3.79
1.5
3
16
0.5
11
4
42
1
1.5
379
15
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Form SW401 -Low Density- Rev.3- 2/10/09 Page 2 of 4

W. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North 'Carolina Administrative Code Section 15A
NCAC 2H 1000, NCDENR BMP Manual (2007), Session Law 2006 -246, and Session Law 2008 -211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below If anv item is not met.
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
NIQ a.1 For projects in the 20 coastal counties. Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided
jJ
b.1 For HQW or ORW projects outside the 20 coastal counties A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
m' }
W F� i c t For Phase 11 Post- Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
Deed restriction language as required on form SWU -101 shall be recorded as a restrictive
covenant A copy of the recorded document shall be provided to DWQ within 30 days'of
platting and prior to the sale of any lots.
2 e Built upon area calculations are provided for the overall project and all lots
hw2 f. Project conforms to low density requirements within the ORW 'AEC. (if applicable per
15A NCAC 2H. 1007)
I J,Aq- :S\,4 2 g. Side slopes of swales are no steeper th an 3:1; or no steeper than 5:1 for curb outlet swales.
Jam— 5W h. Longitudinal slope of swales is no greater than 5 %, for non-curb outlet projects, calculations
p for shear stress and velocity are provided if slope is greater than 5 %.
wR At a minimum, swales are designed to carry the 10 year storm velocity at a non - erosive rate.
j Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non - erosive is velocity :5 2 fvs).
to 5AL�LZ k. Swale detail and permanent vegetation is specified on the plans.
I r r14' 9W 2 1 Swale detail provided on plans, includes grass type(s) for permanent vegetative cover.
JJJl)r J m Swales are located in recorded drainage easements.
lx)Pr 4Q- n tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
10-14- Ilys o.tt The system takes into account the run -off at ultimate built -out potential from all surfaces
/ draining to the system (delineate drainage area for each swale)
I, A- u/a p tt Curb outlets direct flow to a swale or vegetated area.
T Projects in the Neuse, Tar - Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
ft Only complete these items for projects with curb outlets.
Form SW401 -Low Density- Rev.3- 2/10/09 Page 3 of 4
l

W. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the North 'Carolina Administrative Code Section 15A
NCAC 2H 1000, NCDENR BMP Manual (2007), Session Law 2006 -246, and Session Law 2008 -211.
Please indicate the page or plan sheet numbers where the supporting documentation can be found An
incomplete submittal package will result in a request for additional information. This will delay final
review and approval of the project. Initial in the space provided to indicate that the following requirements
have been met and supporting documentation is provided as necessary. If the applicant has designated an agent
on the Stormwater Management Permit Application Form, the agent may initial below If anv item is not met.
then justification must be attached. Only complete items n through p for projects with curb outlets.
Page/Plan
Initials Sheet No.
NIQ a.1 For projects in the 20 coastal counties. Per NCAC 2H.1005, a 50 foot wide vegetative buffer
is provided adjacent to surface waters. For Redevelopment projects, a 30' wide vegetative
buffer adjacent surface waters is provided
jJ
b.1 For HQW or ORW projects outside the 20 coastal counties A 30 foot wide vegetative buffer
is provided adjacent to surface waters.
m' }
W F� i c t For Phase 11 Post- Construction projects: All built upon area is located at least 30 feet
landward of all perennial and intermittent surface waters.
Deed restriction language as required on form SWU -101 shall be recorded as a restrictive
covenant A copy of the recorded document shall be provided to DWQ within 30 days'of
platting and prior to the sale of any lots.
2 e Built upon area calculations are provided for the overall project and all lots
hw2 f. Project conforms to low density requirements within the ORW 'AEC. (if applicable per
15A NCAC 2H. 1007)
I J,Aq- :S\,4 2 g. Side slopes of swales are no steeper th an 3:1; or no steeper than 5:1 for curb outlet swales.
Jam— 5W h. Longitudinal slope of swales is no greater than 5 %, for non-curb outlet projects, calculations
p for shear stress and velocity are provided if slope is greater than 5 %.
wR At a minimum, swales are designed to carry the 10 year storm velocity at a non - erosive rate.
j Swales discharging to wetlands are designed to flow into and through the wetlands at a non-
erosive velocity (for this flow requirement into wetlands, non - erosive is velocity :5 2 fvs).
to 5AL�LZ k. Swale detail and permanent vegetation is specified on the plans.
I r r14' 9W 2 1 Swale detail provided on plans, includes grass type(s) for permanent vegetative cover.
JJJl)r J m Swales are located in recorded drainage easements.
lx)Pr 4Q- n tt Length of swale or vegetated area is at least 100 feet for each curb outlet.
10-14- Ilys o.tt The system takes into account the run -off at ultimate built -out potential from all surfaces
/ draining to the system (delineate drainage area for each swale)
I, A- u/a p tt Curb outlets direct flow to a swale or vegetated area.
T Projects in the Neuse, Tar - Pamlico, Catawba River basins, and Randleman Lake may require additional buffers.
ft Only complete these items for projects with curb outlets.
Form SW401 -Low Density- Rev.3- 2/10/09 Page 3 of 4
l

V. ' SWA LE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped ".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build -up,
erosion, and trash accumulation
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections Side slopes must be maintained at the permitted slope.
Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title- DO�Vik 4Arlw% Qrtod,, L
Address
`tj
Chryf,,l
(OVG
lAtJ,w
tit- 2K-7l
Phone.
irvr --
39 Y-
15p0
Date.
f 1
301 1 j
Note: The legally responsible party should not be a homeowners association unless more than 50% ojthe lots have been sold and a
resident ojthe subdivision has been named the president
I, �rn fA t 1 SAY l �9� a Notary Public for the State of rail . County of
r o4-"V P do hereby certify that n vl A `CDC 2T personally appeared before me this
day of _3�, and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand official seal,
Notary gna
I - pfOTAgy
SEAL m Mr
3 COMMISSION EXPIRES
'-cl kI a� -a(717
Forin SW401 -Low
My commission expires Kay . 6
Page 4 of 4

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V. ' SWA LE SYSTEM MAINTENANCE REQUIREMENTS
Mowing will be accomplished as needed according to the season. Grass height will not exceed six inches at
any time; and grass will not be mowed too close to the ground or "scalped ".
2. Swales will be inspected monthly or after every runoff producing rainfall event for sediment build -up,
erosion, and trash accumulation
Accumulated sediment and trash will be removed as necessary. Swales will be reseeded or sodded
following sediment removal
4. Eroded areas of the swales will be repaired and reseeded. Swales will be revegetated as needed and in a
timely manner based on the monthly inspections Side slopes must be maintained at the permitted slope.
Catch basins, curb cuts, velocity reduction devices, and piping will be inspected monthly or after every
significant runoff producing rainfall event. Trash and debris will be cleared away from grates, curb cuts,
velocity reduction devices and piping
6. Swales will not be altered, piped, or filled in without approval from NCDENR Division of Energy, Mineral
and Land Resources.
I acknowledge and agree by my signature below that I am responsible for the performance of the six
maintenance procedures listed above. I agree to notify DEMLR of any problems with the system or prior to any
changes to the system or responsible party.
Print Name and Title- DO�Vik 4Arlw% Qrtod,, L
Address
`tj
Chryf,,l
(OVG
lAtJ,w
tit- 2K-7l
Phone.
irvr --
39 Y-
15p0
Date.
f 1
301 1 j
Note: The legally responsible party should not be a homeowners association unless more than 50% ojthe lots have been sold and a
resident ojthe subdivision has been named the president
I, �rn fA t 1 SAY l �9� a Notary Public for the State of rail . County of
r o4-"V P do hereby certify that n vl A `CDC 2T personally appeared before me this
day of _3�, and acknowledge the due execution of the forgoing swale maintenance requirements.
Witness my hand official seal,
Notary gna
I - pfOTAgy
SEAL m Mr
3 COMMISSION EXPIRES
'-cl kI a� -a(717
Forin SW401 -Low
My commission expires Kay . 6
Page 4 of 4

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PROPOSED .. . . ...... <I
OD
10,000 SF
3 PG 2 . ..... . ------- ------
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2644 G'
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STI 0
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NOTE: STOCKPILE LOCATIONS AND BOIL -13ING DEMOLITIONS SHOULD
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SCALE:
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_­'. ---
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4ATIONAL PAPER CO
PROPOSED .. . . ...... <I
OD
10,000 SF
3 PG 2 . ..... . ------- ------
DRAINAGE A JJK PROF 11 1 1
\CULVERT MANUFACTURING - — ------_- _ FINISH GRADE 2648 GRADE TO X CULVERT
ACRES 0VX4'X3' BO SILT FENCE
2532 T WITH GRATE
=0 N
DRAIN
NEW CONTOURS
GR,4D TO
EED EXISTING CONTOUR
DRA OD CU
`D
RA 40' EtISTING 24 VERT
RESTORE STREAM CHANNEL
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DRIVE AY CbNNE!6TI X-1
Ix,
. ..... 263 "J
EXISTING
BUILDING
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CULVER VITH \ d \ PR
PROPOSED 25, RATE'
2644 G'
10,000 Sr
FLOW DIRECTION
STI 0
vl 1 ,( X I S T
MANUFACTURING
FINISH GRADE 2644
CONSTRUCTION
ENTRANCE
3' BOX CULVERT
-WITH GRATE
PAVED PARKE CONTROL OF
150
ING
SPACES PRO SEDy18' ACCESS LINE cL/
V
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1% --------- -
P
-------------------
TEMPORARY DIVERSION
...... .....
AND SEE
6
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— - — - - ---_--_-_
40
41 DROP INLET PROTECTION
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11-4/W/ C U
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UT -ZEMOVE 35' EXISTING 40' CULVERT
WITH
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Ix RESTORE STREAM CHANNEL �MAT AND SEED \,
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2
G. ACRES 25' CREEK BUFFER
C=0,27
DRAINAGE AREA '6
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01
,00
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COUNTY: HAYWOOD
TOWNSHIP:
DEAVERDAM
WATERSHED:
FRENCH BROAD
NOTE: STOCKPILE LOCATIONS AND BOIL -13ING DEMOLITIONS SHOULD
ADHERE TO CURRENT NPDES REQUIREM�.NTS.
0 20 40 60 80 100
SCALE:
l-50'

DocuSign Envelope ID: 02BF92AC-53F4-4664-948E-3077E7C603C0
GENERAL NOTES:
L Utility services exist on site, The Location of all surface and underground
l�
utilities, right-of-ways, easements, etc,, shall be verl, ' Fied by the contractor.
The contractor shall be responsible for protecting �JL utilities from damage
during construction and to repair any damage which should occur to the
satisfaction of the owner and utility companies, Cor-qr)encement of landscape
installation indicates acknowledgment of and acceptance by the contractor
of existing conditions,
2. Actual as -built and/or existing site conditions may vary from this plan.
3. Stormwater basin, Level spreader and vegetated fitter strip shalt be included
in a recorded permanent drainage easement,
4. Protect existing grass areas, trees and other vegetation to remain,
5. Damage by contractor to undisturbed areas outside the limits of
construction shall be repaired by contractor to thE satisfaction of the
owner,
6. Final, acceptance: The owner's representative will provide the final
inspection after the contractor has satisfactory corrected the
deficiencies on the punch List should the inspection find work incomplete, the
contract shall, remedy the deficiencies,
7. Remove erosion control items once vegetation is established,
8, Amend soil in vegetated filter strip according to ta.Ll,e below,
9, Cover vegetated filter strip with 6 inches of top soil and sod with Blue
Grass or Tall Fescue,
10, Provide a sediment depth indicator in the dry detention basin,
11. Use 3000 psi concrete to construct the level spreadler,
12, Verify 07 grade along the level spreader,
13. Caution should be taken to not damage level spreader when backfitting.
14, Construct overflow weir of Class B rip rap,
Start-up Fertilizer Application to the Engineered Fii(ter
Strip Topsoil
(from NCSU Cooperative Extension Service 2008)
If Obtaining a Soil Test
Send approximately 1 cup of the air-dried so!(
sample to the NCDA & CS Agronomic
Division Soil Testing Services, 1040 Mai(
Service Center, Raleigh NC 27607, Boxes and
forms can be obtained at your county
Cooperative Extension center or at the
Agronomic Division office in Raleigh, Allow
several weeks for the results to be returned,
Apply the amount of time and fertilizer
recommended for your so!( by the so!( testing
laboratory, For additional information about
interpreting a so![ test, visit this WL-10 site:
http://www,ncagr,com/agronoml/uyrst,htm
If No Solt Test is Obtained
Apply the following for grasses other than
centipedel
-75 [los of ground Limestone per 1,000 sq ft.
-A starter type fertilizer (one that is high in
phosphorus) based on the type of grass and
the planting method, Fertilizer bags have a
three-number system indicating the primary
nutrients, such as 8-8-8 or 5-10-10, These
numbers denote the N-P-K ratio—the
percentage of each nutrient in a fertilizer, The
percentages are noted in the following order:
N Nitrogen for green color and growth,
P2❑5 Phosphorus for good rooting,
K2❑ Potassium to enhance pest and
environmental stress tolerance,
Common examples of starter fertilizers required
for a 1,000 sq ft area include 40 Lbs of 5-10-10, 21
Lbs of 10-20-20, or 16 lbs of 18-24-6, For sandy
soils, typical to the Coastal Plain and Sandhi(ls,
fertilizer rates should be increased by 20 perceni,
Note: For centipede grass, apply Y2 (b of nitrogen per
1,000 square feet, Too much fertilizer
will kill centipede,
ELEV 2641
E t-
BOTTOM ELEV 2637
SHWT ELEV 2630
BASIN CROSS SECTION
CONSTRUCTION SCHEDULE:
L Stake limits of storm water basin.
2, Install temporary silt fence around the Limits of the basin.
3, Instati, wattles at silt fence drainage outlets:
4. Grade basin to dimensions provided,
5. Construct outlet device,
6, Construct vegetative Fitter strip to grade inplicated,
7, Construct level spreader.
8, Seed areas according to schedule,
9, Water Vegetated Fitter Strip frequently for the first three weeks of sod
installation so that first 1.5 inches of soil is kept moist,
10. Once area is established, remove temporary silt fence,
MAINTENANCE SCHEDULE:
1. Inspect dry detention basin quarterly and within 24 hours after a storm
event greater than 1,0 inch,
2. Remove sediment, trash, debris and repair bare spots according to the
Operation and Maintenance Agreement,
3, Maintain a grass height of 3 to 6 inches in thi,e filter strip,
6,6
............. ---------
ZEN 1114"" KC-USM111 11
BYPASS FLOW DITCH CROSS SECTION
DISSIPATUR
WKWANK—AIA
20 40 •0 80 100.
PROFILE VIEW
POOR DEFINED CHANNELS
CROSS SECTION
,0",IERFLOW SEDIMENT DAM
30' OUTLET CULV�RT
OUTLET DETAIL
GROUND
ELEVATION 2646
ELEVATION 2644.5
ELEVATION 2643
ELEV 2641 GROUND
ELEV 2640 TPE
I' DIAMETER OUTLET PIPE
DETENTION BASIN
ELEV 2637 BOTTOM
STORMWATER 1
8-22-14
MODIFY DETAIL
'9-13-14
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12-30-14
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COUNTY1 HAYWO❑D
TOWNSHIP:
BEAVERDAM
WATERSHED:
FRENCH BROAD
SCALE1
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SWALE #3
SWALE #2
CONSTRUCTION SCHEDULE
1. Obtain Erosion Control Permit and other applicable permits prior to the start of grading.
2. Install rain gauge in an accessible area. Dedicate a log book to record rain events and weekly inspections
3. Maintain the temporary gravel construction entrance from phase I.
4. Install silt fence around permanent drainage easement .
5. Layout the areas for the construction of the swales.
6. Construct the swales to the appropriate dimensions.
7. Establish temporary cover according to stabilization table schedule and the seeding schedule on
stormwater sheet 2.
8. Seed, fertilize and mulch all exposed areas using the seeding schedule included on stormwater sheet 2,
adjusting to the schedule for the season. All disturbed areas should be treated with ground cover within 7
to 14 calendar days of completion of grading activities according to the stabilization table on sheet 2.
9. Construct storm water basins and outlet structures.
10. Seed and fertilize areas.
11. Once vegetation has been established, remove all temporary erosion control devices.
Stabilization Reauirements
MPERVI ❑US AREA
L ❑CATI ❑N
AREA (SFT)
TOTAL AREA
1,166,536.8
❑N -SITE
BUILDINGS
25,000
3.20
PARKING
18,287
#2
ON -SITE
STREETS
19,535
FUTURE STREET
33,105
0.50
............ °e
95,927
8%
mo FUTURE AREA ACCOUNTED FOR IN VOLUME CALCULATIONS
DRAINAGE AREA CALCULATI ❑NS
DRAINAGE AREA
NUMBER
TOTAL AREA,
ACRES
IMPERVIOUS
AREA, ACRES
RUNOFF
VOLUME, CF
#1
3.20
0.10
#2
2,00
0.50
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1.60
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0,03
#6
19,70
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H Q 0
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1 20 40 61 :i 101
Stabilization for this project shall comply with the time frame guidelines as specified by the NCG- 010000 general construction
permit effective August 3, 2011 issued by the North Carolina Department of Environment and Natural Resources Division of Water
Quality. Temporary or permanent ground cover stabilization shall occur within 7 calendar days from the last land- disturbing
activity, with the following exceptions in which temporary or permanent ground cover shall be provided in 14 calendar days from
the last land - disturbing activity:
• Slopes between 2:1 and 3:1, with a slope length of 10 ft. or 1Wss
• Slopes 3:1 or flatter, with a slope of length of 50 ft. or less
• Slopes 4:1 or flatter
SEEDING AND MULCHING:
The kinds of seed and fertilizer, and the rates of application cl seed, fertilizer, and limestone, shall be as stated below. During
periods of overlapping dates, the kind of seed to be used shall be ietermined. All rates are in pounds per acre.
August I - June 1 May 1- September 1
100# Tall Fescue 100# Tall Fescue
15# Kentucky Bluegrass 15# Kentuc,'�y Bluegrass
30# Hard Fescue 304 Hard Fescue
25# Rye Grain 104 Germaa. or Browntop Millet
500# Fertilizer 500# Ferti'<zer
4000# Limestone 4000# Limestone
Approved Tal' Fescue Cultivars
2nd Millennium; Duster: Magellan; Rendition; Avenger; Endea,.,or; Masterpiece; Scorpion; Barlexas; Escalade; Matador; Shelby;
Barlexas Il; Falcon II, III, IV & V; Matador GT; Signia Barrera; Fidelity; Millennium; Silverstar; Barrington; Finesse 11; Montauk;
Southern Choice II; Biltmore; Firebird; Mustang 3; Stetson, Bingo; Focus; Olympic Gold; Tarheel; Bravo; Grande II; Padre; Titan
Ltd; Cayenne; Greenkeeper; Paraiso; Titanium; Chapel Hill; Greystone; Picasso; Tomahawk; Chesapeake; Inferno; Piedmont; Tacer;
Constitution; Justice; Pure Gold; Trooper; Chipper; Jaguar 3 Prospect; Turbo Coronado; Kalahari; Quest; Ultimate; Coyote;
Kentucky 31; Rebel Exeda; Watchdog: Davinci; Kitty Hawk; Rebel Sentry; Wolfpack; Dynasty; Kitty Hawk 2000; Regiment II;
Dominion; Lexington; Rembrandt
Approved Kentucl)�y Bluegrass Cultivars:
Alpine; Bariris; Envicta; Rugby; Apollo; Bedazzled; Impacw; Rugby I1; Arcadia; Bordeaux; Kenblue; Showcase; Arrow;
Champagne; Midnight; Sonoma; Award; Chicago II; Midnight II
Approved Hard Fescue Cultivars:
Chariot; Nordic; Rhino; Warwick; Firefly; Oxford; Sealdis II; Heron; Reliant II; Spartan II; Minotaur; Reliant IV; Stonehenge
Fertilizer shall be 10 -20 -20 analysis. A different analysis of fertilizer may be used provided the 1 -2 -2 ratio is maintained and the
rate of application adjusted to provide the same amount of plant food as a 10 -20 -20 analysis and as directed.
TEMPORARY SEEDING:
Fertilizer shall be the same analysis as specified for Seeding an l' Mulching and applied at the rate of 400 pounds and seeded at the
rate of 50 pounds per acre. German Millet, or Browntop Millet shall be used in summer months and rye grain during the remainder
of the year. The Engineer will determine the exact dates for using each kind of seed.
FERTILIZER TOPDRESSING:
Fertilizer used for topdressing shall be 16 -8 -8 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of
fertilizer may be used provided the 2 -1 -1 ratio is maintained and the rate of application adjusted to provide the same amount of plant
food as 16 -8 -8 analysis and as directed.
SUPPLEMENTAL SEEDING:
The kinds of seed and proportions shall be the same as specifrd for Seeding and Mulching, and the rate of application may vary
from 25# to 75# per acre. The actual rate per acre will be det-xmined prior to the time of topdressing and the Contractor will be
notified in writing of the rate per acre, total quantity needed, ard areas on which to apply the supplemental seed. Minimum tillage
equipment, consisting of a sod seeder shall be used for incorporating seed into the soil as to prevent disturbance of existing
vegetation. A clodbuster (ball and chain) may be used where deg°ee of slope prevents the use of a sod seeder.
MOWING:
The minimum mowing height on this project shall be six inches.
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COUNTY: HAYWOOD
TOWNSHIP:
BEAVERDAM
WATERSHED:
FRENCH BROAD
SCALE:
INSET 1" =20'