NCC222207_Site Plan or Location Map_20220615

Temporary seeding recommendations for late Winter Early Spring
Seeding Mixture
Species Rate (Lb acre)
Rye Grain (green) 120
Annual lespedeza (Kobe in
Piedmont and Costal Plain) 50
Omit annual lespedeza when duration of temporary cover is not to
extend beyond June.
Seeding dates:
Piedmont and Coastal Plain- January 1 -May 1
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre ground
agricultural limestone and 1,000 lb acre 10-10-10 fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack, netting or
a mulch anchoring tool. A disk with blades set nearly straight can be
used as a mulching g anchorin tool.
Maintenance:
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize and
mulch immediately following erosion and other damage.
Temporary seeding recommendations for Summer
Seeding Mixture
Species Rate (Lb acre)
German millet 40
Seeding dates:
Piedmont- May 1 -Aug 15
Coastal Plain- April 15- Aug 31
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre
ground agricultural limestone and 1,000 lb acre 10-10-10
fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack,
netting or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulching anchoring tool.
Maintenance:
Re -fertilize if growth is not fully adequate. Reseed, re -fertilize
and mulch immediately following erosion and other damage.
PERMANENT SEEDING REQUIREMENTS FOR
SHOULDERS, SIDE DITCHES, SLOPES (MAX. 3:1)
Date
Type
Planting Rate
Aug 15 - Nov 1
Tall Fescue
300 Ibs/acre
Nov 1 - Mar 1
Tall Fescue & Abruzzi Rye
300 Ibs/acre
Mar 1 -Apr 15
Tall Fescue
300 Ibs/acre
Apr 15 - Jun 30
u e Common
Bermudagrass
25lbs/acre
125 Ibs/acre (Tall
Tall Fescue AND Browntop
Fescue); 35 Ibs/acre
Jul 1 - Aug 15
Millet or Sorghum -Sudan
Browntop Millet); 30
Hybrids***
Ibs/acre (Sorghum -
Sudan Hybrids)
EROSION CONTROL NOTES
Temporary seeding recommendations for Fall
Seeding Mixture
Species Rate (Lb acre)
Rye Grain 120
Seeding dates:
Piedmont- Aug 15 - Dec 31
Coastal Plain- Aug 31 - Dec 31
Soil Amendments:
Follow recommendations of soil tests or apply 2 tons acre
ground agricultural limestone and 1,000 lb acre 10-10-10
fertilizer.
Mulch:
Apply 4,000 lb acre straw. Anchor straw by asphalt tack,
netting or a mulch anchoring tool. A disk with blades set
nearly straight can be used as a mulching anchoring tool.
Maintenance:
Repair and maintain 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 Costal Plain) in late February or
early March.
1. Chisel compacted areas and spread topsoil three inches deep over adverse
soil conditions, if available.
2. Rip the entire area to six inches deep.
3. Remove all loose rock, roots and other obstructions, leaving surface
reasonable smooth and uniform.
4. Apply agricultural lime, fertilizer and superphosphate uniformly and mix
with soil (see mixture below).
5. Continue tillage until a well -pulverized, firm, reasonably uniform sedbed is
prepared four to six inches deep.
6. Seed on a freshly prepared seedbed and cover seed lightly with seeding
equipment or cultipack after seeding.
7. Mulch immediately after seeding and anchor mulch.
S. Inspect all seeded areas and make necessary repairs or reseedings within the
planting season, if possible. If stand should be more than 60% damaged, re-
establish following the original lime, fertilizer and seeding rates.
Mixture:
Agricultural Limestone - 2 tons/acre (3 tons/acre in clay soils)
Fertilizer - 1,000 lbs/acre - 10-10-10
Superphosphate - 500 lbs/acre - 20% analysis
Mulch - 2 tons/acre - small grain straw
Anchor - Asphalt emulsion at 300 gallons/acre
SEEDING REQUIREMENTS
1. ALL GRADING, BACKFILLING, EXCAVATION, ETC. SHALL BE IN ACCORDANCE WITH THE
STANDARDS AND SPECIFICATIONS SET FORTH BY THE LOCAL GOVERNING AUTHORITY. THE
CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND FOR
COORDINATING ALL CONSTRUCTION ACTIVITIES WITH SAID AUTHORITY.
2. CONTRACTOR IS TO CONTACT NORTH CAROLINA "ONE CALL" AT 811 FOR UNDERGROUND
UTILITY LOCATION 48-HOURS PRIOR TO ANY DIGGING.
3. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED PER THESE PLANS AND
MAINTAINED UNTIL DISTURBED AREAS ARE STABILIZED AND APPROVED FOR REMOVAL BY
THE WAKE COUNTY WATERSHED MANAGER.
4. ALL PAVED AREAS SHALL BE KEPT CLEAR OF EARTH MATERIALS AND DEBRIS. THE
SITE SHALL BE MAINTAINED SO AS TO MINIMIZE SEDIMENT -LADEN RUNOFF TO ANY STORM
DRAINAGE SYSTEM.
5. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION OF ALL UTILITIES PRIOR TO
BEGINNING CONSTRUCTION.
6. ALL GROUND COVER FOR THESE RESIDENTIAL LOTS SHALL BE IN ACCORDNANCE WITH
THE SEEDING SCHEDULES ON THESE PLANS.
7. ANY AND ALL DISTURBED AREAS SHALL BE FINE GRADED, SEEDED WITH PERMANENT
GRASS SEEDING MIX AND STRAWED PRIOR TO DEMOLIZATION FROM THE SITE.
8. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE
NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER
ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING
BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITH 14 CALENDAR DAYS
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
BUILDER INFORMATION
BUILDER:
CARUSO HOMES
206 HIGH HOUSE ROAD, SUITE 205
CARY, NORTH CAROLINA 27513
ATTN: CHAD KAUFFMAN
PH: [phone]
EMAIL: [e-mail]
INSTALL TEMPORARY
SILT FENCE, TA2'1:5
TRACT 2
SITE DATA
OWNER: THALEISHA & BRYAN GRIFFIN
1004 WYNDHORSE LANE
CREEDMOOR, N.C. 27522
PIN 0884-85-9624 (TRACT 1)
DB 18757 PG 1773
BM 2020 PG 55
,ETSA DING
K
S , 30,WATER
WA TERSHEOSOPPL Y�
BUFFER
335� —\ — -
Ali
F,p'p SILT FENCE /CO
OUTLET TYP. 1146 / /
HW—BACKWATER I I I
ELEVATION 306.29 + 1' I
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LINE
BEARING
DISTANCE
L1
S39°36'18"E
79.17'
CURVE
RADIUS
ARC LENGTH
CH LENGTH
CH BEARING
C1
185.00'
49.28'
49.14'
S41 `16'31 "W
C2
25.00'
32.62'
30.35'
S03`44'07"E
C3
625.00'
152.30'
151.92'
S45°51'35"E
� CONCRETE
SILT FENCE WASHOUT AREA
OUTLET TYP. �
TEMPORARY STONE
CONSTRUCTION DRIVE
WYNDHORSE LANE
PROPERTY LINE
ADJOINER PROPERTY LINE
BY DEED OR PLAT
LIMITS OF DISTURBANCE — — — —
DRAINAGE ARROW (PROPOSED)
SILT FENCE x x
SILT FENCE OUTLET -
sax -
STANDARD GRAVEL BAG
CURB INLET PROTECTION
STANDARD BLOCK & GRAVEL
DROP INLET PROTECTION 0
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INSTALL TEMPORARY
SILT FENCE, TYP.
ALL CONSTRUCTION SHALL BE IN
ACCORDANCE WITH CURRENT
WAKE COUNTY CONSTRUCTION
SPECIFICATIONS AND DETAILS
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GRAPHIC SCALE
40 0 20 40
( IN FEET )
1 inch = 40 ft.
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DRAWN BY:
DMR
REVIEWED BY:
DMR
DATE:
MAY 12, 2022
SCALE:
1 " = 40'
FILE NO.:
REV. NO.:
NONE
SHEET N0.
2 OF 3

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VICINITY MAP
Not To Scale
SETBACKS: (BM 2020 PG 55)
FRONT — 40'
SIDE — 20'
REAR — 30'
CORNER — 40'
WYNDHORSE--STAKE.TXT
20' BU
50' NEUSE RIVER
RIPARIAN BUFFER
30' WATER SUPPLY —
WATERSHED BUFFER /
POND / \
20' PUBLIC STORM \ \ ID
DRAINAGE EASEMENT
SUPPLY —
WATERSHED BUFFER / \
HW—BACKWAT
ELEVATION 306.29 +
LINE
BEARING
DISTANCE
L1
S39'36'18"E
79.17'
CURVE
RADIUS
JARC LENGTH
CH LENGTH
CH BEARING
C1
185.00'
49.28'
49.14'
S41'16'31 "W
C2
25.00'
1 32.62'
30.35'
S03'44'07"E
C3
625.00'
152.30'
151.92'
S45'51'35"E
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20.8 W
16.6 L
VEREDORCH o 13.7
19.8
DAVIDSON-1
CRAWL SPACE
FOUNDATION
2—CAR
PER PLAN
7.3 O
c" 11.3
m
10.8� 19.6 a
20.7
IMPERVIOUS SURFACE AREA
DESCRIPTION
AREA
HOUSE w/ PORCH
2,446 S.F.
PATIO/HVAC/MISC.
199 S.F.
DRIVEWAY & WALKS
1,404 S.F.
TOTAL (PROPOSED)=
4,049 S.F.
*TOTAL (ALLOWED)=
15,619 S.F.
*PER PB 2020, PG 55
INSET N/F
N.T.S. SCOTTY &
REBECA ADAMS
\ D.B. 4892, PG. 206
r �
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/ 114,329 S.F.
/ 2.62 AC
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/ 180.9 SEPTIC
/ AREA
/
SEE KLHAlt
INSET AREA
119.1'
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45' PUBLIC P/W
THIS DRAWING DOES NOT
REFLECT AS -BUILT INFORMATION
THIS PROPERTY MAY BE SUBJECT TO ANY AND ALL APPLICABLE DEED
RESTRICTIONS, EASEMENTS, RIGHT—OF—WAY, UTILITIES AND PRELIMINARY PLAT
RESTRICTIVE COVENANTS WHICH MAY BE OF RECORD OR IMPLIED NOT FOR RECORDATION, CONVEYANCES, OR SALES
100 0 100 HOUSE LOCATION PLOT PLAN
FOR
SCALE: 1" = 100' #1004 WYNDHORSE LANE
RESIDENTIAL New Light
1, WYNDHORSE SUBDIVISION
Township, Wake County, North Carolina
LAND SERVICES, PLLC. PROPERTY OF: CARUSO HOMES
1917 Evans Road MAP BOOK 2020 PAGE 55 DEED REFERENCE
Cary, North Carolina 27513
Phone [phone]
Firm License # P-0873 DRAWN BY: ADP DATE: SEPTEMBER 14, 2021
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