NCC220833_Site Plan or Location Map_20220221

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CONTRACTOR SHALL ACCESS
SITE VIA EXISTING EASEMENT.
RESTORE SITE TO ORIGINAL'
COND177ON PRIOR TO COMPLETION)
I I I 1
N 87°20_ 65
_ - - MINNESOTA DRIVE
(60' PRIVATE R/W)
LOTS 146 & 147 I LOT 148 !
LOT 59 I LOT 58 I WESTPORT AT SOUTH I WESTPORT AT
WESTPORT ATI WESTPORT AT HARBOUR VILLAGE SOUTH
20' '
I DRAINAL I I I I I I I LOT 60 I MB 24, PG 272 I HARBOUR
y EASEMENT PE, I I I I I I I I I I LOT 61 I WESTPORT AT I HARBOUR I HARBOUR I I VILLAGE
MB 24, PG 27, I I I I I LOT 62 I WESTPORT AT SOUTH I MB 24, '
I I WESTPORT AlHARBOUR VILLAGE I MUTH HARBOUR I24, I MB 4E I I PG 272 '
AMENI EA I I I I I I I I HARBOUR VILLA E I MB 24,
LOT 68 LOT 67 LOT 66 LOT 65 LOTS 63 & 64 SOUTH I i PG 272 PG 272 i EXISTING DITCH
WESTPO OUTH I LOT 71 I LOT 70 LOT 69 LOTWES68RT AT WESTPORT AT I WESTPORT ATI WESTPORT AT I VILLAGE I MB 24, PG 272
HARBOUR E WESTPORT AT WESTPORT AT WESTPORT AT SOUTH SOUTH SOUTH I HARBOURWESTPORAT VILLAGE SOUTH I MB 24, I PG 272 I I I I '
SOUTH I I HARBOUR
LOT 72 MB 24, PG I SOUTH SOUTH I SOUTH I HARBOUR \ I HARBOUR HARBOUR I MB 24, PG 272 PG 272
LOT 75 LOT 74 LOT 73 I WESTPORT I I I I HARBOUR I HARBOUR HARBOUR VILLAGE I VILLAGE I VILLAGE I VILLAGE I I _ _ _ _ — — — — — — � 87°36'06'E
LOT 76 WESTPORT ATI WESTPORT AT I WESTPORT AT AT SOUTH VILLAGE VILLAGE I VILLAGE I MB 24 \ MB 24, MB 24 MB 24 I I I _ _ _ _ I L - ie -' ��� 34.76'
WESTPORT ATI SOUTH SOUTH SOUTH I HARBOUR I I I EXISTING DITCH I MB 24, I MB 24, MB 24 PG 273 I PG 273 I PG 272 I _ -r _ _
SOUTH30' DRAIN: SEMENT I PG 273 I PG 273 -t T °
HARBOUR I HARBOUR I VILLAGER HARBOUR VILLAGE I I PG 273 I PG 273 \ — — — - _ _ _ - -- _ - - _ _ - _ _ _f_---_ _ - -
VILLAGE I I VILLAGE I MB 24, PER MB 2 I I \ I I I - - - - - N 87 20'49 , 289.05' - _ '
VILLAGE I--r--------
MB 24, MB 24, I PG 273 I PG 273 I,I,I �I PGS 272- I I I-----t------ram;---I-----�--_-----imp 25 =-_-
MB 24, I PG 273 PG 273 IIII�IjI _—----r---- •34' - -23 - ____- 22-== -
PG 273 I I I �j �LI I - - - - -� - - * EXISTIN DITCH N $7°z�`i5"C -2-- -- _ -- __ -- ------
111
21
- I \ 19---------_'�'---------------- 20 - - - - - - _ ;--------------26-- _ 30•-----
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UNLESS SHOWN OTHERWISE
`.., FLASHBOARD RISER.`�\
(SEE 0&M NOTE #6) v, ti
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r / c�1 �✓�� '' r''i/'%'': (AvCTIVE ONLY DURING
/ `� ♦�`��\ / 'i'/�i''y / \ / IN'l/1/ 11/'Ill ♦ \ ,`L 1 1 / //, % i DREDGE EVENTS) I I Ill l
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41
LOT 13
BARNES BLUFF
MB 20 �� _ GREEN
/ PGS 77-78 ;%- \ HOUSE I
/ 4/`Sg�2R
/ LOT 12
BARNES BLUFF S0:66
/ MB 20, \
/ PGS 77-78
LOT 11 8- ♦♦♦`, j I n�0�
/ BARNE
20S BLUFF
PGS 77-78 s0' i 1 S ��
N 83°3all 9'W S 7553.25,
a / 54.23,
.� y%K / I LOT 7
BENCHMARK SET ON MAG NAIL Z LOT 10 / BARNES BLUFF
MB 20,
AT ELEV = 10.6(NAVD 88) BARNES BLUFF / PGS 77-78
MB 20,
PGS 77-78 I �`
/ I �
��S A�LeICi / I BARNES BLUFF
9T! T MB 20, `
'AT o ' PGS 77-78 `
EROSION CONTROL 0&M NOTES:
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF —PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY
HALF —INCH RAINFALL.
2. ALL POINTS OF CONSTRUCTION TRAFFIC EGRESS WILL HAVE
CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP DRESSED WITH 2—INCHES OF #4 STONE TO MAINTAIN
PROPER DEPTH. THEY WILL BE MAINTAINED IN A CONDITION
TO PREVENT MUD OR SEDIMENT FROM LEAVING THE SITE.
IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED,
WASHED OR TRACKED ONTO THE CONSTRUCTION ENTRANCE
OR ROADWAYS.
3. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY AND MULCHED ACCORDING TO SPECIFICATIONS
IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN
21 CALENDAR DAYS. ALL OTHER AREAS WILL BE STABILIZED
WITHIN 15 WORKING DAYS.
4. ALL DISTURBED AREAS NOT COVERED BY
ASPHALT/PAVERS/CONCRETE WILL DISTURBED AREAS BE LEFT
WITHOUT STABILIZATION FOR MORE THAN 15 CALENDAR DAYS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND SEDIMENT FENCE
AND COMPOST BLANKETS WHEN THEY BECOME HALF FILLED.
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO
MAINTAIN A BARRIER. STAKES MUST BE STEEL. STAKE
SPACING WILL BE 6—FEET MAXIMUM WITH THE USE OF EXTRA
STRENGTH FABRIC WITHOUT WIRE BACKING. STAKES SPACING
WILL BE 8—FEET MAXIMUM WHEN STANDARD STRENGTH
FABRIC AND WIRE BACKING ARE USED.
(CONTINUED)
6. DURING CONSTRUCTION SPOIL POND SHALL BE USED AS A
SEDIMENT BASIN. FLASHBOARD RISER SHALL BE MAINTAINED
AT ELEVATION 21.5 AND WATER SHALL ONLY DISCHARGE
FROM SURFACE AT SUCH TIMES ELEVATION 21.5 IS EXCEEDED.
EXCESS SEDIMENT MAY BE REMOVED AND DISPOSED OF AT
AN APPROVED SITE UPON PROJECT COMPLETION.
7. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND
GRAVEL INLET PROTECTION, BLOCK AND GRAVEL INLET
PROTECTION, ROCK DOUGHNUT INLET PROTECTION, AND ROCK
PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED
FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND
AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM
AROUND WATTLES, BEAVER DAMS, DANDY SACKS, AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
8. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN
THE DESIGN STORAGE CAPACITY HAS BEEN HALF FILLED WITH
SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS
DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF
THEY COLLAPSE ,TEAR, DECOMPOSE OR BECOME INEFFECTIVE.
THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE
REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF THE
HEIGHT OF THE 1st BAFFLE. FLOATING SKIMMERS WILL BE
INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
9. CONCRETE WASHOUT SHOULD BE INSPECTED DAILY AND
AFTER HEAVY RAINS. DAMAGE SHOULD BE REPAIRED
PROMPTLY. IF FILLED TO OVER 75% CAPACITY WITH RAIN
WATER IT SHOULD BE VACUUMED OR ALLOWED TO EVAPORATE
TO AVOID OVERFLOWS. BEFORE HEAVY RAINS THE
CONTAINER'S LIQUID LEVEL SHOULD BE LOWERED OR THE
CONTAINER COVERED TO AVOID AN OVERFLOW DURING RAIN.
WHEN SOLIDS HAVE HARDENDED THEY SHOULD BE REMOVED
AND RECYCLED.
SEQUENCE OF CONSTRUCTION:
1. PRECONSTRUCTION CONFERENCE TO BE HELD PRIOR TO BEGINNING
PROJECT.
2. TREES NOT APPROVED FOR REMOVAL SHALL BE MARKED AND REMAIN
UNDISTURBED DURING PRELIMINARY EROSION CONTROL PHASE.
3. DETERMINE AND MARK LIMITS OF DISTURBANCE/ INSTALL PERIMETER
SILT FENCE.
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
5. BEGIN CLEARING, GRUBBING, AND GRADING.
6. AS SLOPES ARE FORMED, INSTALL SLOPE STABILIZATION.
7. INSPECT AND MAINTAIN ALL EROSION CONTROL DEVICES ONCE PER
WEEK AND AFTER EACH SIGNIFICANT RAINFALL EVENT (0.5" OR
GREATER).
8. PLACE TEMPORARY/ AND PERMANENT SEEDING IN ACCORDANCE WITH
STABILIZATION TIMEFRAMES.
9. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL
GRADE AND IN SEASON. FERTILIZE, WATER AND RESEED AS REQUIRED
TO ESTABLISH A VIGOROUS STAND OF GRASS.
10. AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED,
REMOVE ALL ACCUMULATED SEDIMENT FROM TRAPPING DEVICES AND
SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS IMMEDIATELY
AND REMOVE ALL TEMPORARY TRAPPING DEVICES, INCLUDING REMOVAL
OF FAIRCLOTH SKIMMER AND REPLACEMENT WITH APPROPRIATE PVC
DRAWDOWN ORIFICE.
EROSION CONTROL LEGEND
CODE
PRACTICE
DETAIL
Ed
DISTURBED AREA
D-101
STABILIZATION
DISTURBED AREA
Ds2
STABILIZATION
D-101
(TEMPORARY)
Sd1
SILT
D-101
FENCE
Co
O
CONSTRUCTION
D-101
ENTRANCE
St
O
ENERGY
D-101
DISSIPATER
Pr
WIRE/GRAVEL
D-101
INLET PROTECTION
I
1201
LINETYPE LEGEND
LIMITS OF DISTURBANCE — — —�— — —�— ——
SILT FENCE
SPOIL POND EXPANSION
SEDIMENTATION &
EROSION CONTROL
BRUNSMM COUNTY
NORTH CAROLINA
PREPARED FOR:
STATURE BNGIIM1tIIJG
LLC
CAROLINA BBACH, NC
REVISIONS
NO. DATE OTS DESCRIPTION
1 2/01/22 FCL DEQ: DREDGE PIPE NOTE
2/10/22 FCL REVISED 19 CONTOUR
mawqum
SEAL
30W3
/10/
90,
ti� 29�0
G,Q9 D�s�C
02��1
© =1 GWE, Inc.
Scales, as stated hereon, are valid on the
original drawing, the dimensions of which
are 24 by 36 inches. These scales, noted
hereon, are hereby changed by the ratio of
the overall sheet dimensions of the print to
corresponding dimensions of the original
drming1
This dnwing is the property of GEOMATHA
SURVEYING & ENGINEERING, INC. and
is not to be reproduced or copied in whole
or in part. It is only to be used for the
project and site specifically identified herein
and is not to be used on any other project. It
is to be returned upon request.
DRAWING TITLE
SEDIMENTATION &
EROSION CONTROL
PLAN
DRAWN BY CHECKED BY
FCL FCL
DRAWING DATE DRAWING NUMBER
11/1S/21
MJECT NUMBER • 211
0"
4 I 5
6 1 7 I 8 1 9
lut
11
12
13 1 14 1 15
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