NCC223161_Site Plan or Location Map_20220929

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25'-T�REE & VEGETATION
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25
OLDE TURNER PLACE SUBDIVISION
26
B.M.1994,PG.1660
USE: SINGLE FAMILY
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D.B. 8543, PG. 249
B.M.1984 PG.1641
USE: MOBIL HOMES
25' TREE & VEGETATION
PROTECTION ZONE
LARRY MAC BLALOCK
PIN 0697-54-9160
D.B. 10818, PG. 1589
USE ARICULTURE-OFARM
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B.M.2001 PG.588
USE: SINGLE FAMILY
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ANTHONY & SUSAN COTTLE
PIN 0697-97-9915
D.B. 7837, PG. 345
USE: SINGLE FAMILY
PHASPORTION � 2 \
PREVIOUSLY N TER/
/3 ,1 F 7 PERMITTED
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MIA=7,000 �/ETAIL
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y 793 SF
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LARRY & DIANNEALALO K
PIN 0697-9 -.161
\ D.B.15071, ;6 16
B.M.2012 G.13 4
2 USE:
RESIDU : 633 AC R�
PHASE 4A DISTURBED AREA = 4.99 AC
EROSION CONTROL NOTATION KEY LEGEND
= WETLAND AREA
REFERENCE LABEL FOR TYPICAL LOT EROSION
- - OA CONTROL DETAIL THAT IS MOST APPLICABLE
= DENOTES OVERALL FOR THIS LOT (SEE DETAIL SHEET)
LIMITS OF DISTURBANCE
NOTE:
BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED WITH AN THE BUILDER
MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE COUNTY
ENVIRONMENTAL SERVICES.THE BUILDER'S ENGINEER, ARCHITECT AND/OR SURVEYOR
(AS APPROPRIATE) MUST CERTIFY THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET.
THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT
AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY
WAKE COUNTY AND/OR F.E.M.A.
EXISTING
POND
LEGEND
7,000 SF = MAXIMUM IMPERVIOUS ALLOWED DEVELOPER
BLISS HOMES
FLOOD HAZARD SOILS SHOWN 2500 FOREST LAKE COURT
PER DELINEATION FROM S&EC WAKE FOREST, NC 27587
i �osICNT- /
F. IANGLE/
1 �� /MIA=7,opoSF. `/ IN5T SE TION
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26 220 SF. �C
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RD T \e 130 l\� \ O ' .`MIA=7,000 S30
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32,413 SF.
MIA=7,000SF// I1
25' TREE &VEGETATION �1
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1 3 \ V ✓v D \ 29,969 S
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.7 SIGHT
R�GLE IA=7000SF.
110
` 30,237 SF.
MIA=7,000 SF.
PERIMETER/
/ BUILDING SETBACK
25' TREE & VEGETATION
PROTECTION ZONE
3Q100 SF. \
\ MIA=7,000 S
/
30,601 SF.
TEMPORARY --
TURN AROUND'--,
33,1 4S
/ MIA-7,000 SF
MIA=650 SS _ �N�/ppr
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- 26 TREE & VEGETATION
PROTECTION ZONE
GENERAL NOTES:
1. THIS PLAN IS APPROVED FOR GRAPHIC REPRESENTATION OF THIS SUBDIVISION FOR THE PURPOSE OF
FACILITATING INDIVIDUAL SINGLE-FAMILY LOT EROSION CONTROL PERMITS. THIS PLAN IS NOT A
SUBDIVISION DESIGN DOCUMENT AND IS NOT TO BE USED FOR ANY PURPOSES OTHER THAN
REFERENCE DOCUMENT FOR SINGLE-FAMILY EROSION CONTROL PERMITS WITHIN THIS PROJECT,
2. EXISTING BOUNDARY, LOT LAYOUT, EASEMENTS, RIPARIAN BUFFERS, WETLANDS AND FLOOD HAZARD
SOILS LOCATIONS SHOWN WITHIN THE PROJECT LIMITS ARE BASED ON RECORDED PLATS AND
APPROVED CONSTRUCTION DRAWINGS.
MINIMUM BUILDING SETBACKS
- FRONT = 15' (SEE NOTE)
- SIDE = 5' (SEE NOTE)
- REAR = 15' (SEE NOTE)
NOTE:
NO DWELLING SHALL BE LOCATED WITHIN 30' OF
THE PERIMETER OF THIS SUBDIVISION REGARDLESS
OF THE SETBACKS LISTED ABOVE.
VICINITY MAP (no scale)
SEEDBED PREPARATION:
1. Chisel compacted areas and spread topsoil three inches deep over adverse soil
conditions, if available- Rip the entire area to six inches deep.
2. Remove all loose rock, roots and other obstructions, leaving surface reasonably smooth
and uniform.
3. Apply agricultural lime, fertilizer and superphosphate uniformly and mix with soil (see
mixture below).
4. Continue tillage until a well -pulverized, firm, reasonably uniform seedbed is prepared four
to six inches deep.
5, Seed on a freshly prepared seedbed and cover seed lightly with seeding equipment or
cultipack after seeding-
6. Mulch immediately after seeding and anchor mulch.
7. Inspect all seeded are
as s an
d make necessa
ry repairs
air s or reseedin s within
the
planting
9
season if possible. If stand should be more than 60% damaged, re-establish following the
original lime, fertilizer and seeding rates,
8. Consult S&EC Environmental Engineers on maintenance treatment and fertilization after
permanent cover is established.
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 gals/acre
SEEDING SCHEDULE
FOR SHOULDERS SIDE DITCHES SLOPES MAX 3:1
Date Type Planting Rate
Aug 15 - Nov 7 Tall Fescue 300 Ibs/acre
Nov 1 - Mar 1 Tall Fescue & Abruzzi Rye 300 Ibs/acre
Mar 1 -Apr 15 Tall Fescue 300 [bs/acre
A 15-Jun Hulled Common on Bermuda9 toss 25 Ibs/
acre
Jul 1- Aug 5 Tall Fe
scue AN
D Browntop
125 Ibs acre Tall Fescue • 35
P
Millet or Sorghum -Sudan lbs/acre (Browntop Millet); 30
Hybrids*** Ibs/acre (Sorghum -Sudan
Hybrids)
FOR SHOULDERS SIDE DITCHES SLOPES 3:1 TO 2:1
Date Type Planting Rate
Mar 1 -Jun 1 Sericea Lespedeza (scarified) 50 Ibs/acre (Sericea Lespedeza);
and use the following
combinations:
Mar 1 - Apr 15 Add Tall Fescue 120 Ibs/acre
Mar 1 - Jun 30 Or add Weeping Love grass 10 lbs/acre
Mar 1 - Jun 30 Or add Hulled Common Bermudagrass 25 Ibs/acre
Jun 1 - Sept
Tall Fescue AND Browntop Mullet or 120 Ibs/acre (Tall
Sorghum S -Sudan Hybrids*** ***
Fescue • 35 Ibs ac e
Yb r
(Browntop Mullet); 30
Ibs/acre (Sorghum -Sudan
Hybrids)
yb )
Sept 1 -Mar 1 Sericea Lespedeza (unhulled 70 Ibs/acre (Sericeo
unscarified) AND Tall Fescue Lespedeza); 120 Ibs/acre
(Tall Fescue)
Nov 1 - Mar 1 AND Abruzzi Rye 25 Ibs/acre
Consult S&EC Environmental Engineers for additional information concerning other
alternatives for vegetation of denuded areas. The above vegetation rates are those that do
well under local conditions; other seeding rate combinations are possible.
*** TEMPORARY: Reseed according to optimum season for desired permanent vegetation. Do
not allow temporary cover to grow more than 12" in height before mowing; otherwise,
fescue may be shaded nl,t-
Required Wake County Construction Sequence*
(Please modify for site specific details and phasing)
Include Watershed Manger for your Project area in blanks below
1. Schedule a preconstruction conference with the Watershed Manger, Alan Alcock at 919-868-2560. Obtain aland-disturbing permit.
2. Install gravel construction pad, temporary diversions, silt fence, sediment basins or other measures as shown on the approved plan. Clear only as necessary to install these devices. Seed temporary
diversions, berms and basins immediately after construction.
3. Call 919-868-2560 for an onsite inspection by the Watershed Manager to obtain a Certificate of Compliance.
4. Begin clearing and grubbing. Maintain devices as needed. Rough grade site.
5. Install storm sewer, if shown and protect inlets with block and ravel inlet controls sediment traps or other approved measures as shown on the Ian. Begin construction building, etc.
P 9 P PP P 9 9,
6. Stabilize site as areas are brought up to finish grade with vegetation, paving, ditch linings, etc. Seed and mulch denuded areas per Ground Stabilization Time Frames.
7. When construction is complete and all areas are stabilized completely, call Andrew Lake for an inspection by the Watershed Manager.
8. If site is approved, remove temporary diversions, silt fence, sediment basins, etc., and seed out or stabilize any resulting bare areas. All remaining permanent erosion control devices, such as velocity
dissipaters, should now be installed.
9. When vegetation has become established, call for a final site inspection by the Watershed Manager, Alan Alcock at 919-868-2560. Obtain a Certificate of Completion.
EROSION CONTROL NOTES:
1. ALL INDIVIDUAL LOT EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH WAKE COUNTY REQUIREMENTS PER LIDO SECTION 10-20-5 (B).
2. THE TYPICAL INDIVIDUAL LOT EROSION CONTROL DETAILS CONTAINED ON THIS PLAN ARE PROVIDED FOR PURPOSES OF ILLUSTRATING VARIOUS TYPICAL CONDITIONS, AND
SHALL BE ADAPTED AND MODIFIED AS NECESSARY IN ORDER TO ADDRESS THE SPECIFIC CONDITIONS FOR EACH LOT. THE TYPICAL DETAILS MAY NOT ADDRESS EACH UNIQUE
SITUATION, AND SHOULD BE USED AS A GENERAL GUIDELINE FOR THE TYPES OF CONTROL MEASURES PROVIDED. SOME LOTS MAY REQUIRE COMBINING ELEMENTS OF MORE
THAN ONE TYPICAL DETAIL IN ORDER TO PROVIDE
ADEQUATE EROSION CONTROL MEASURES.
3. SILT FENCE SHALL BE INSTALLED ALONG THE LOW SIDE(S) OF THE LOT SUCH THAT ALL RUNOFF FROM DISTURBED AREAS WILL BE PROTECTED BY SILT FENCE PRIOR TO CROSSING
ANY LOT LINE.
4. SILT FENCE OUTLETS SHALL BE INSTALLED BY AMY LOCATION WHERE RUNOFF LEAVES THE PROPERTY IN A CONCENTRATED FLOW CONDITION SUCH AS SWALES, DITCHES OR ANY
OTHER SIMILAR TOPOGRAPHIC DRAINAGE FEATURE.
5. A GRAVEL PAD AT LEAST 10' WIDE AND 30' LONG MUST BE INSTALLED AT THE ACCESS POINT INTO THE LOT.
6. ALL AREAS WITHIN 25' OF THE EDGE OF PAVEMENT OF THE STREET MUST BE STABILIZED BEFORE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. THE EXISTING STREE SHOULDER
AND/OR DITCH ALONG THE LOT FRONTAGE SHALL BE KEPT FREE OF SEDIMENT AND MAINTAINED IN A MANNER SUCH THAT THE DRAINAGE AND STABILIZATION ASPECTS OF THE
PUBLIC RIGHT-OF-WAY ARE NOT ADVERSELY AFFECTED BY THE CONSTRUCTION ACTIVITY ASSOCIATED WITH THE LOT DEVELOPMENT.
7. ALL DISTURBED AREAS THAT ARE SUBJECT TO EROSION AND MOVEMENT OF SEDIMENT OFFSITE FROM THE LOT MUST BE PROVIDED WITH GROUND COVER OR OTHER PROTECTIVE
MEASURES SUFFICIENT TO RESTRAIN EROSION AND CONTROL OFF -SITE SEDIMENTATION.
8. THE WAKE COUNTY EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL EROSION CONTROL MEASURES OF MODIFICATIONS TO THE EROSION CONTROL PLAN BASED ON
FIELD CONDITIONS.
GRAPHIC SCALE
200 0 100 200 400
{ IN FEET )
1 inch = 200 ft.
800
FOR REVIEW ONLY -
NOT FOR CONSTRUCTION
PLAN IS SUBJECT TO REVISIONS DURING
THE CONSTRUCTION APPROVAL PROCESS
SUBDIVISION NUMBER: PLG-1353-2019
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