20131069 Ver 1_Site Plan_20131004

,October 1 2013
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LOCATION MAP
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J3.1'
EXISTING 30" RCP
DAYLIGHTS
379 7.2
INV
LEGEND:
SP HD
= SPRINGHEAD
B
= BOTTOM OF BANK
CB
= CATCH BASIN
:==ZCMP
= CORRUGATED METAL PIPE
====CPP
= CORRUGATED PLASTIC . IPE
FOC = FACE OF CURB
4-Q 0 E BOX = ELECTRIC BOX
0 IBF = IRON BAR FOUND
Q30 INV = INVERT
NOTES: 4
4 STRUCTIW SEQUEN
0 IPF =IRON PIPE FOUND
NS = NAIL SET c)
U
1.) SEE SHEET C-2 FOR CHANNEL CENTERLINE PROFILE AND 6 MH = MANHOLE a NURChs E ,_4
PROPOSED PLANT SCHEDULE. 0 PH BOX = PHONE BOX
(0 T = TOP OF BANK
CV TW = TOP OF WALL
Q4 U
c�
4.. TRI = TRIPLE
2.) SEE SHEET C-3 FOR SEEDING SCHEDULES, BOULDIER 0 UP = UTILITY POLE
STEP DETAILS AND THE EROSION CONTROL AND BIR = BIRCH MAP = MAPLE
CO = CHESTNUT OAK POP = POPLAR
4
7 = S GUM = BLACK GUM RO = RED OAK
HEM = HEMLOCK SW OURWOOD
0 HIC = HICKORY WO = SMITE OAK Lp
LOC = LOCUST WP = �11­11TE PINE
1%11V ED BY TRUNK VICINITY MAP
C�_ TREE SPECIES ABBREVIATION PRECEDED
DIAMETER IN INCHES. NOT TO SCA1_ E
EXISTING WOOD FRAME MOTEL BUILDING EXISTING EXISTING
STRUCTURE (DWELLING) DECIDUOUS TREE V11CONIFEROUS TREE C0
7T
Qj
SPIKE SET <<
EENCHMARK: PROPOSED CONTOUR
11%4 30" MAPLE I C�< EXISTING CONTOUR
LO
ELEVATION = 3818.00' - PIN� D / TEP
ACCESS TO WORK ZONE
(0• �F
0)
�)a
LOTS 20IP20,3,205,207 TEMPRRARY GRAVEL
-4/9 CONSTRY71ON ENTRANCE
DRAIN POND BY PUMPING FROM THE WATER �LIMIT OF DISTURBANCE�'R.27 ACRES) Q)
ATO.-I BASIN
DP OF GRATE = 3807.2' SURFACE INTO THE EXISTING OUTLET STRUCTURE.
IV 'ill = 3805.3' WHEN POND HAS BEEN DRAINED, BREACH WALL OF / `�" :. \ \ EXISTING EARTH & STONE \� \
IV 'OUT = 3804.9' Lf) OUTFLOW STRUCTURE TO INVERT ALLOWING FREE DEBRIS PILE (REMOVE AND LEGALLY
IQ �-3 DISPOSE OF OFF-SITE); SMOOTH OUT 2 \\ \ �� \
DISCHARGE OF PROPOSED CHANNEL AND PROVIDE 382 T 0--,
TRASH RACK OVER OPENING. GRADE AND SEED WITH A PERMANENT
GRASS SEED MIX.
PPnTf=r.T OUTFLOW FROM SILT DURING 06
CONSTRUCTION WITH IZ'DIA. COIR LOGS, STACKED
ell EXISTING DOUBLE ROW OF SILT FENCE;
TWO HIGH AND STAKED IN PLACE.
WHEN BOTTOM OF POND HAS DRIED, EXCAVATE AND MAINTAIN, REINFORCE, EXTEND OR G / / ` v
CATCH BASIN REMOVE SILT FROM POND BOTTOM WITHIN WORK ADJUST AS NECESSARY FOR FUNCTION too
TOP OF GRATE = 3808.6' ZONE AND WASTE ONSITE. 01 EXISTING WOOD FRAME STRUCTURE _QNW %-2
INV 3805.2'
_T CHANNEL AND INSTALL LANDSCAPING.
CONSTRUC 14 OCA, TO BE REMOVED (BY OTHERS)
EXIST. WATER DEPTH Q OUTFALL = 30"± �0 TOP OF G 38
tl IN V 835.
APPROX. 2 FT. OF EXISTING SILT IN BOTTOM OF POND 76' APPROX. EDGE OF EXISTING
GRAVEL PAVEMENT zg :z
0
14r
p
EXISTING MANHOLE/
OUTLET STRUCTURE
TOP OF RIM= 3813.4'
cv/
INV = 3807.5' �\ \� 2NC l/ \ /� /
slog#*,
A
EXIST. CATCH BASIN
, CARo7'!**
TOP OF GRATE = 3807.2' *,*of** 0
INV IN = 3803.6' U
INV OUT 3803.0'
SANITARY
SEWER'
c) MANHOLE EXISTING POND
TOP OF RIM = 3811.5' 4 WATER EL. = 3812' x GRAVEL
INV = 3807.4' MH
381 J
#Rallis
+ EXIST. CAT BASIN 3r
1\. 40 \ , �,\CRE TOP OF GRA 38
INV = 3831.7'
J0 Z.
(.A 40
Q) H BASIN N, EXISTING VEGETATION
EXIST. CATC' CD
TOP OF GRATE 3812.5' ADJAgENT TO SPRING,�FED Date: Revisions-
"0 p //
INV 38OE,'-6' CREEli TO BE LEFT 8-20-13 NCDENR Review
UNDISTURBED EXISTING Cl/ 9-16-13 Owner Review.
S 874, GRAVEL j 10-01-13 permit
/ f / \ �� \ �. \ ( PAVEMENT
Sli FED CREEK T70 REMAIN EXIST. CATCH BASIN
TOP OF GRATE = 3811 U•�IDlStURBED
INV = 3805.8'
o // \ CENTERLINE OF
PROPOSED CHANNEL
PROPOSED LANDSCAPING
(SEES EET C-2) �� EtisT/ 3818 \ l �' � \\ \ \ ) 11 j/ / / /�' I C�
S
TOP OF CHANNEL BANK; 0 Z .a, co
PROVIDE TEMP. LKU61UN _,SP`HD % 2
C,4
CONTROL BLANKET
JOHN NEAL EXIST. CATCH BASIN 1ST `� CL 2119
TOP OF GRATE = 3816.9' TT( INV = 3813.3'
NO VISIBLE OUTLET N
(b
EXISTING Q) C
EXIST. CATCH BASIN
SPIRINGHEADS TOP OF GRATE 3828.8'
\ ��" -
INV IV 3826.2' 4)
o
Q>
EXIST. CATCH BASIN
TOP OF GRATE = 3819.5' ri
INV = 3817.4'
SCALE 1 "=20' -15' "- I.V7.6
CL 6 1*0 17�
0
EXIST. CATCH BASIN 1h c U
UTILIZING COIR LOGS, SANDBAGS OR SIMILAR TOP OF GRATE 3825.6'
20' 0 10 gn' 40'
AS A TEMPORARY DAM, CAPTURE AND DIVERT INV 3822.1'
FLOW FROM EXISTING SPRINGHEADS AROUND Rix
227
WORK ZONE TO OUFLOW STRUCTURE. LO
PROPOSED CHANNEL: GRADING PLAN REMOVE WHEN CHANNEL CONSTRUCTION IS
COMPLETE AND SITE IS STABILIZED. EXIST. CATCH BASIN C6
TOP OF GRATE = 3827.7' Z
.4,­ I -
INV IN = 3824.8' 46
SCALE- 110 20"-0" - �
INV OUT = 3823.5'
............
SCAB:
1'=20
DATE- DRAWN BY:
10/01/13 DJs
EXIST. CATCH HA,>11,4
TOP OF GRATE = 3829.5'
INV = 3827.5'
IF YOU DIG NORTH CAROLINA CIO
CALL US FIRST
NORTH CAROLINA ONE CALL
1-800-632-4949
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Pool F I � � 61'.1 � i I I
M 4 1 To ^ �a hi, infnrm=fir%n obtained from asurvey received on 8-15-2013 prepared by Sylvester & Company P.A. P.O. Box 1596, 8 Chestnut Square, Cashiers, INC 28717; Tel. [phone] OF 4 1. 1
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SANITARY SEWER
MANHOLE
TOP OF RIM = 3811.5'
INV = 3807.4'
EXISTING MANHOLE/
OUTLET STRUCTURE II
TOP OF RIM— 3813.4'
INV = 3807.5'
�BAO
\�12'
FIELD STAKE Cl -ANNEL IN FIELD \
\ y
PRIOR TO CONSTRUCTION;
PROVIDE 1.25 %a MINIMUM SLOPE. \ \ \ \\ 1
\ I
\ \ \ EXISTING EARTKAND
CONSTRUCTION DEBRIS PILE; \ \ \
PROPOSED TOP OF BANK \ REMOVE AND LEGALLY \
\ DISPOSE OF OFF -SITS \ �'
\ \ \6
\ \
EXISTING POND PROPOSED BOULDER ST�P '
\\ �� '
------WATER EL. = 3812'
° 3810 I \ �
E)
0 +00 0 +50 1 11V
FA
,830
1820
1810
:SE
•#
3780
i • V
SLOPE VARIES
(2:1 MAX.)
LEGEND:
SP HD = SPRINGHEAD
B = BOTTOM OF BANK
CB = CATCH BASIN
= = = =CMP = CORRUGATED METAL PIPE
= = = =CPP = CORRUGATED PLASTIC PIPE
FOC = FACE OF CURB
C7 E BOX = ELECTRIC BOX
• OF = IRON BAR FOUND
INV = INVERT
• IPF = IRON PIPE FOUND
A NS = NAIL SET
MH = MANHOLE
11 PH BOX = PHONE BOX
T = TOP OF BANK
TW = TOP OF WALL
TRI = TRIPLE
0 UP = UTILITY POLE
BIR = BIRCH MAP = MAPLE
CO = CHESTNUT OAK POP = POPLAR
GUM = BLACK GUM RO = RED OAK
HEM = HEMLOCK SW = SOURWOOD
HIC = HICKORY WO = WHITE OAK
LOC = LOCUST WP = WHITE PINE
TREE SPECIES ABBREVIATION PRECEDED BY TRU?NK
DIAMETER IN INCHES.
J'_�EXISTING VL EXISTING
DECIDUOUS TREE CONIFEROUS TREE
PROPOSED CONTOUR
EXISTING CONTOUR
III ,. 1 4
i
KEY
QUANTITY
SIZE
BOTANICAL NAMEI
(COMMON NAME)
SPACING
REMARKS/
CHARACTERISTICS
INK
5
1 gal,
Ilex verticillata (INinterberry)
5 ft. o.c.
5'- 6' ht.; evergreen
FMA
8
3gal.
Fothergill a 'Mount Airy '('Mount.Airy'Fotherg#1a)
aft. o.c.
18'-24 " shrub,- outstanding fall color
RPP
3
3 gal
Rhododendron 'Purple Passion
4 ft. o.c.
5' ht.; Purple Hoovers mid season
TOE —IN BLANKET AT TOP, 12" MIN.
AFTER SEEDING, PROVIDE A 3— DIMENSIONAL STRAW 6
EROSION CONTROL BLANKET WITH A 12 MONTH tnlN.
LONGEVITY ON ALL 4:1 OR STEEPER SLOPES. C -3
(WESTERN EXCELSIOR EXCEL SS -2 OR EQUAL) —
.4-'.`
16't TOP WIDTH
(TOP OF BANK TO TOP OF BANK)
rr DEPTA__VTm
AiifthiiIII � . •
7'
SIDE WIDTH
WOVEN GEOTEXTILE FABRIC,
BOTTOM AND SIDES.
(MIRAFI 50OX OR EQUAL)
NOTE: APPLY BENTONITE UNDER
GEOTEXTILE FABRIC.
1.75' 50 YR. FLOW DEPTH _
CHANNEL
DEPTH 0.82'
12"
DEPTH l
:. 2.0'
R(ZiTom'..'` .
SLOPE VARIES
(2:1 MAX.).
7'
Doi
IN SIDE WIDTH
LINE CHANNEL BOTTOM WITH A MIXTURE CONSISTING
PREDOMINANTLY OF 15" -18" DIA. STONE WITH
WITH LESSER AMOUNTS OF RIVER STONE, COBBLE
AND GFAVEL OVER GEOTEXTILE FABRIC. CHANNEL
SUBGRF.DE SHALL BE CUT INTO COMPETENT,
UNDISTL`RBED SUBGRADE.
T-211 4A
TO SCALE
Boundary and Topographic information obtained from a survey received on 8 -15 -2013, prepared by Sylvester & Company, P.A., P.O. Box 1596, 8 Chestnut Square, Cashiers, NC 28717; Tel. [phone].
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Date: Revisions:
8 -20 -13 NCDENR Review
9 -16 -13 Owner Review.
10 -01 =13 • Permit
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AS NOTED
DATE: DRAWN BY-
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PROJECT NUMBER: APPROVED BY:
249613 DDS
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3 OF 4

Table 6.10b
Temporary Seeding
Recommendations for
Summer
Seeding mixture
Species Rate (Ib Bcre)
German Millet 40
In the Piedmont and Mountains, a small - stemmed Sudangrass may be
substituted at a rate of 50 lbs /acre.
Seeding dates
Mountains -May 15 - Aug. 15
Piedmont - May 1 - Aug. 15
Coastal Plain - April 15 - Aug. 15
Soil Amendments
Follow recommendations of soil tests or apply 2,000 lbs /acre ground
agricultural limestone and 750 Ibs /acre of 1v10-10 fertilizer.
Mulch
Apply 4,000 lbs /acre clean, small grain strso. Anchor straw by tacking
with emulsified asphalt, netting or a mulch a.-echoring tool. A disk with
blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Repair eroded areas with
topsoil, compact, reseed, refertilize and mu.!sh immediately following
erosion or other damage.
TEMPORARY
Table 6.11 h, modified
Seeding No. 6M for: Gentle
Slopes, Sun or Semi Shade;
High Maintenance,
Minimum Care Lawns
C -3
Table 6.10c
Temporary Seeding
Recommendations for Fall
Seeding mixture
Species Rate (lb /acre)
*Tall Fescue (equal parts of two or
preferably three turf typ'a tall fescues) 200-250
Redtop 5
Kentucky Bluegrass 5
Seeding dates
Best. Possible
Below 2,500 ft: August '5 -Sept. 1 July 25 -Sept. 15
March 1!. - April 1 March 1 - May 10
i
Above 2,500 ft: July 25 - August 15 July 15 - Aug. 30
March 20 - April 20 March 5 - May 15
Soil Amendments
Apply lime and fertilizer ccording to soil tests or apply 4,000 Ibs /acre
ground agricultural limesone and 1,200 Ibs /acre of 10 -10 -10 fertilizer.
Mulch
Apply 3,000 Ibs - 4,000 fibs /acre clean, small grain straw or equivalent
cover of another suitable mulching material such as hydroseeding
erosion control blanket or hydromulching. Anchor straw mulch by
tacking with emulsified asphalt, roving, netting or a mulch anchoring
tool. A disk with blades set nearly straight can be used as a mulch
anchoring tool but nettirg is the preferred anchoring method on steep
slopes.
Maintenance
The bunch type growth -!obit of tali fescue restricts its spread into
damaged areas. Reseed bare spots in the fall. Refertilize in late
winter and again in fall. Reseed, fertilize and mulch damaged areas
immediately. Mow at least once during the growing season.
M La
8' MAX. STANDARD STRENGTH FABRI, WiTH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WM-IOUT WIRE FENCE
• TO SCALE
NATURAL
GROUND
RAL
IND
Seeding mixture
species Rate (lb /acre)
Rye (Grain) 120•
Seeding dates
Mountains - Aug. 15 - Dec. 15
Coastal Plain and Piedmont - Aug. 15 - Dec. 30
Soil Amendments
Follow soil tests or apply 2,000 Ibs /acre ground a,- lricuitural
limestone and 1,000 Ibs /acre of 10 -10 -10 fertilize ;,,.
Mulch
Apply 4,000 Ibs /acre clean, small grain straw. A ohor straw by tacking
with emulsified asphalt, netting or a mulch anchc:~ing tool. A disk with
blades set nearly straight can be used as a mul& anchoring tool.
Maintenance
Repair and refertilize damaged areas immediate.;,. Topdress with
50 lbs /acre of nitrogen in March. If it is necessarj to extend temporary
cover beyond June 15, overseed with 50 lbs /acre Kobe (Piedmont and
Coastal Plain) or Korean (Mountains) lespedeza jin late February or
early March.
PROPOSED CHANNEL GRADE
CUT INTO UNDISTURBED SOIL;
SEE CENTERLINE PROFILE
STREAM WATER
j if:
%W'NOT TO SCALE
Design Criteria Aggregate Size - Use 2 to 3 inch washed stone.
Dimensions of gravel pad -
Thickrl ass: 6 inches minimum
Width: 12 -ft. minimum or full width at all points of the
entrance and exit area, whichever is greater.
Length', 50 ft. minimum.
Locaticn - Locate construction entrances and exits to limit
sediment from leaving the site and to provide for
maximum uitility by all construction vehicles.
Avoid steep grades and entrance at curves in public roads.
Z
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/ o o
2 " -3" coarse
washed aggregate
C-3) NOT TO SCALE
.N
IN CHANNELS, ROLL OUT STRIPS OF FABRIC
PARALLEL TO °'NE DIRECTION OF FLOW
ANCHOR FABRIC
IN A 12 –INCH TRENCH
O
2"
3.4 STAPLES PER Q. YD.
(4.1 STAPLES PER <5 .,Q. M)
STAPLE PATTE�IV*
2,. -5'.
7m Stitches`
0
' JOIN STRIPS BY
ANCHORING AND
OVERLAPPING
2 –INCH OVERLAP
*FOR ILLUSTRATION ONLY,•
FOLLOW MANUFACTURER'S
INSTALLATION DIRECTIONS FOR
THE SPECIFIC PRODUCT USED.
C-31 NOT TO L
r
1,
1'
1'
1,
�..■■ I ■�
PP
PROPOSED CHANNEL GRADE
CUT INTO UNDISTURBED SOIL;
SEE CENTERLINE PROFILE
EXCAVATED UNDISTURBED SOIL; STACK
BOULDERS AS NECESSARY TO OBTAIN
REQUIRED STEP HEIGHT (SEE PLAN FOR
STEP LOCATION AND HEIGHT).
MACHINE PLACED BOULDERS, APPROXIMATELY THREE FEET iN
DIAMETER BY APPROXIMATELY 18 INCHES THICK, EACH WEIGHING
APPROXIMATELY 1 TON. BOULDERS SHALL MATCH THE
APPEARANCE OF EXISTING STONE COMMON TO THE REGION.
BOULDERS SHALL BE RELATIVELY FLAT ON THE TOP AND BOTTOM
FOR STACKING AND SHALL BE POSITIONED TIGHTLY AGAINST
EACH OTHER SO AS TO NOT LEAVE ANY GAPS.
PROPOSED
PLAN TRASH RACK
— EXIST. SIDEWALK
EXIST. MANHOLE FRAME
& COVER (BEYOND)
EXIST. WEIR OPENING
EXIST. WATER
LEVEL
M O SCALE
WOOD WEDGE (3 FT. O.C.).
MAPLE sTREET
VICINITY NOT TO SCAII E MAP 14001
EROSION CONTROL AND CONSTRUCTION SEQUENCE
1. Total disturbed area is <1 acre, so an Erosion Control permit is not required from NCDENR -Land Quality Section.
2. Contractor shall have a rain gauge on site at all times, The rain gauge shall be emptied after every rainfall.
A rain log shall be maintained on site at all times and made readily accessible for inspection.
3. Notify Site Inspector (Kevin Barnett) at NCDENR - Division of Water Quality, Asheville Office (828) 296 -4500;
at least 1 week prior to starting land disturbance.
4. Install temporary silt fence, gravel construction entra ^we and initial erosion control measures as shown on the
Erosion Control Plan and Detail Sheets and at all existing culverts exiting the site.
5. Divert spring flow around work zone to the existing outflow structure utilizing coir logs, sandbags or similar to
create a temporary dam above the work zone.
6. Drain pond by pumping water from the surface so as to minimize turbulence and prevent silt from being drawn
from the pond bottom. Discharge to the existing brick outflow structure. Protect outflow structure from silt
with stacked coir logs at least 2 high and staked in plaoe.
7. Allow sediment in pond to dry out, turning and scarifying as necessary before using in grading operations.
Acceptable uses for dried sediment are: topsoil on areas to be seeded or as fill in non traffic bearing areas.
8. Begin constructing channel.
9. Provide dust control with watering trucks or other means.
10. Implement additional erosion control devices as construction proceeds and as needed.
11. Maintain all erosion control devices in good working order. Inspect them after each rainfall and at
least once per month. Clean out sediment, repair, restake and/or reinstall silt fence and erosion control
fabric as necessary.
12. Seed bare earth as necessary to maintain coverage. Provide temporary groundcover on all exposed
slopes within 21 calendar days following completion of any phase of grading; permanent groundcover
for all disturbed areas within 15 working days or 90 calendar days (whichever is shorter) following
completion of construction or development.
13. Seed and install temporary erosion control blanket in channel as work progresses.
14. Install landscaping.
15. Remove temporary dam from above work zone to allow spring fed creek to flow into new channel.
16. Maintain permanent seeding by fertilizing, overseeding or applying a weed control herbicide until a
dense, healthy stand of grass (> 75% coverage) is established. Fill eroded areas with suitable backfill,
compact, reseed and mulch in accordance with the rates and material specified on the seeding schedule.
17. Remove temporary erosion control devices when all ground is protected and stabilized with well
established permanent vegetation or finished surface material.
18. In the event of failure of the measures indicated on the plan, Contractor shall take all reasonable measures
to confine silt to the site and shall inform the Contact Person for Erosion Control Maintenance immediately.
19. The Contact Person responsible for Erosion Control Maintenance is: Mr. Jeff Weller, Tel. (828) 526 - 0328.
EROSION CONTROL BLANKET (ECB)
NOTES-.
1.) POINT A SHOULD BE HIGHER THAN
POINT B.
2.) COIR WATTLE SHOULD BE INSTALLED PERPENDICULAR
TO DRAINAGEWAY.
3.) INSTALL IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS.
C-3) NOT TO SCALE
Boundary and Topographic information obtained from a survey received on 8 -15 -2013, prepared by Sylvester & Company, P.A., P.O. Box 1596, 8 Chestnut Square, Cashiers, NC 28717; Tel. [phone].
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Date: Revisions:
8 -20 -13 • NCDENR Review.
9� -16 -13 Owner Review:
10 -01 -13 Permit
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SCALE:
AS NOTED
DATE: DRAWN. BY:
1 %1/13 D,)S
PROJECT NUMBER: APPROVED BY:.
249613 DDS
4 OF 4
�..■■ I ■�
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RIM
NOMA
M O SCALE
WOOD WEDGE (3 FT. O.C.).
MAPLE sTREET
VICINITY NOT TO SCAII E MAP 14001
EROSION CONTROL AND CONSTRUCTION SEQUENCE
1. Total disturbed area is <1 acre, so an Erosion Control permit is not required from NCDENR -Land Quality Section.
2. Contractor shall have a rain gauge on site at all times, The rain gauge shall be emptied after every rainfall.
A rain log shall be maintained on site at all times and made readily accessible for inspection.
3. Notify Site Inspector (Kevin Barnett) at NCDENR - Division of Water Quality, Asheville Office (828) 296 -4500;
at least 1 week prior to starting land disturbance.
4. Install temporary silt fence, gravel construction entra ^we and initial erosion control measures as shown on the
Erosion Control Plan and Detail Sheets and at all existing culverts exiting the site.
5. Divert spring flow around work zone to the existing outflow structure utilizing coir logs, sandbags or similar to
create a temporary dam above the work zone.
6. Drain pond by pumping water from the surface so as to minimize turbulence and prevent silt from being drawn
from the pond bottom. Discharge to the existing brick outflow structure. Protect outflow structure from silt
with stacked coir logs at least 2 high and staked in plaoe.
7. Allow sediment in pond to dry out, turning and scarifying as necessary before using in grading operations.
Acceptable uses for dried sediment are: topsoil on areas to be seeded or as fill in non traffic bearing areas.
8. Begin constructing channel.
9. Provide dust control with watering trucks or other means.
10. Implement additional erosion control devices as construction proceeds and as needed.
11. Maintain all erosion control devices in good working order. Inspect them after each rainfall and at
least once per month. Clean out sediment, repair, restake and/or reinstall silt fence and erosion control
fabric as necessary.
12. Seed bare earth as necessary to maintain coverage. Provide temporary groundcover on all exposed
slopes within 21 calendar days following completion of any phase of grading; permanent groundcover
for all disturbed areas within 15 working days or 90 calendar days (whichever is shorter) following
completion of construction or development.
13. Seed and install temporary erosion control blanket in channel as work progresses.
14. Install landscaping.
15. Remove temporary dam from above work zone to allow spring fed creek to flow into new channel.
16. Maintain permanent seeding by fertilizing, overseeding or applying a weed control herbicide until a
dense, healthy stand of grass (> 75% coverage) is established. Fill eroded areas with suitable backfill,
compact, reseed and mulch in accordance with the rates and material specified on the seeding schedule.
17. Remove temporary erosion control devices when all ground is protected and stabilized with well
established permanent vegetation or finished surface material.
18. In the event of failure of the measures indicated on the plan, Contractor shall take all reasonable measures
to confine silt to the site and shall inform the Contact Person for Erosion Control Maintenance immediately.
19. The Contact Person responsible for Erosion Control Maintenance is: Mr. Jeff Weller, Tel. (828) 526 - 0328.
EROSION CONTROL BLANKET (ECB)
NOTES-.
1.) POINT A SHOULD BE HIGHER THAN
POINT B.
2.) COIR WATTLE SHOULD BE INSTALLED PERPENDICULAR
TO DRAINAGEWAY.
3.) INSTALL IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS.
C-3) NOT TO SCALE
Boundary and Topographic information obtained from a survey received on 8 -15 -2013, prepared by Sylvester & Company, P.A., P.O. Box 1596, 8 Chestnut Square, Cashiers, NC 28717; Tel. [phone].
U
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Date: Revisions:
8 -20 -13 • NCDENR Review.
9� -16 -13 Owner Review:
10 -01 -13 Permit
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ry
N
SCALE:
AS NOTED
DATE: DRAWN. BY:
1 %1/13 D,)S
PROJECT NUMBER: APPROVED BY:.
249613 DDS
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