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ACREAGE SUMMARY
(IN ACRES)
TOTAL PROJECT AREA
3.6
ON -SITE DISTURBED AREA
2.17
OFF -SITE DISTURBED AREA
0.63
TOTAL DISTURBED AREA
2.8
IMPERVIOUS AREA AT COMPLETION
2.83
PERVIOUS/ SEEDED AREA AT COMPLETION
0.77
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Y
D.B. 1240 -287
„8l 92 �` -/` :`'... fsr \ l / / / \ \� -_� /�!� /,/ ZONING:
CBMH
I �� II / / / - - - - -- ----- - - - -�I _ _ �, / / "FOP: 387.42
HIGHWAY COMMERCIAL
DI -3C, L - 6' -rte I O /- ' IE: 380.82
TOP: 3/3.60 I�/ J _ --
I I / - - - - - I I RIM: 373.10 III I / y - P 8 IP NOTE:
/ III t _ - - - - - - - - - - - - - _ _ - - INV IN: 366.5 �� \ I SEDIMENT BASINS, TRAPS, AND
NV OUT: 366.3111 I I P r - _ - FILTERRA (F2)
_ _ 1 II // < _; IOODS CONSTRUCTION ENTRANCES ARE NOT TO BE
\ " 365 - - - - -- __ - - � / _ O -
I�I_ ------------- __-- - - - - -- ,_,=� II I o2e/ - REMOVE INE
IC I I '� / REMOVED WITHOUT PERMISSION FROM THE
BASINI AND
I - - -�1 IIII � I l O� L\j�/ Qe // / L I II I I A i CR�E� \N CBMH o� SDMH
ALBEMARLE
COUNTY EROSION CONTROL
TOP 385.63 TOP 385.19 INSPECTOR.
� IE: 378.29 IE IN: 378.29
�6 SHO W
IE OUf: 374.89 IE OUT: 374.89
' -II
SEQUENCE OF CONSTRUCTION (PHASE 3)
III I r(�j I. FILL THE SITE FROM SOUTH TO NORTH AND USE SEDIMENT 8. FILL THE BASIN ul AREA AND GRADE THE AREA AS SHOWN.
Ili '' II II I - /✓ I I ba /� /III III I BASIN ul AS MUCH AS POSSIBU= DURING EROSION CONTROL. UNBLOCK PIPE 7 -21.
� III ��5 III i
r 2. CONSTRUCT REMAINING RETAINING WALLS. 9. ONCE SOUTH SIDE IS COMPLETED, THE EXISTING BMW
-99 € / - -_ _�_- - Eq6 _- `- -_- _- - - - _ _ _ IIIII I I I
ENTRANCE WILL BE CLOSED FOR UTILITY WORK, TRAFFIC AND
\ \III �; 3. INSTALL REMAINING STORM DRAIN SYSTEMS AND WATER QUALITY PARKING FOR EXISTING BMW WILL BE TEMPORARILY RELOCATED
- - -'_ - - - - - ' - III I STRUCTURES AS SHOWN. BLOCK OUTLET PIPE AND TOP SURFACES TO THE SOUTH PARKING LOT AND WILL UTILIZE BACK
- --
i�III > > > > > / �\
/ > > / / > / / i II "� z o o III I OF WATER QUALITY STRUCTURES. ENTRANCE.
�� \ \ = O »
� /ia -Z0O�n III
0>
> L z z z 4. INSTALL INLET PROTECTION ON NEWLY CONSTRUCTED INLETS. 10. COMPLETE HIGHWAY 250 IMPROVEMENTS AND UTILIZE NEW
HIGHWAY 250 MAIN ENTRANCE.
I I I L ,> �/ 5. INSTALL WATER, SEWER AND OTHER UTILITIES.
>/ ,> ILA _ �� - - - �/- - - >- - - �/- -I >> �' > >> 141, \\ III 11. VEGETATIVELY STABILIZE ALL DISTURBED AREAS.
ll
\I 11 III,. 1 //- /> r �> // /> /> // � � �-> > > � �/' \\ �, /•'- -_3rd \� 6. FINE GRADE THE NORTH SIDE OF THE SITE. CONSTRUCT THE
PARKING LOT, DRIVE WAYS, AND CURB AND GUTTER AS SHOWN. 12. FLUSH AND CLEAN THE STORM DRAIN SYSTEMS AND
SEDIMENT BASIN ul IS TO REMAIN IN USE. BEGIN ROUTE 250 UNDERGROUND DETENTION SYSTEM.
IMPROVEMENTS. CONSTRUCTION ENTRANCE SHALL BE SHIFTED TO
<\ NEW DRIVEWAY ONCE NEW DRIVEWAY FROM ROUTE 250 IS 13. UNBLOCK OUTLET PIPES AND TOP SURFACES OF WATER
> > > -- > II \\ �\
_ - - -_ -_ =t =_ =rte _ , _ _ _ �� \\\� �\ CONSTRUCTED. EXISTING BMW ENTRANCE TO REMAIN OPEN AT THIS QUALITY STRUCTURES.
TIME.
14. REMOVE ALL OTHER SEDIMENT CONTROL MEASURES AFTER
7. FINE GRADE THE SOUTH SIDE OF THE SITE. CONSTRUCT THE SITE IS STABILIZED WITH INSPECTOR'S APPROVAL.
- -� ____ - - - -_ 99s -__ - -__ _ _ _- _ _ - --- \\ /' / PARKING LOT, DRIVE WAYS, AND CURB AND GUTTER AS SHOWN.
09E� - ` ,/ SEDIMENT BASIN ul IS TO REMAIN IN USE AS LONG AS POSSIBLE.
- - _ \ - -- N
u r u N
EVERY DIGGING JOB REQUIRES A
CALL - EVEN SMALL PROJECTS
LIKE PLANTING TREES OR
SHRUBS. IF YOU HIT AN
UNDERGROUND UTILITY LINE
WHILE DIGGING, YOU CAN HARM
YOURSELF OR THOSE AROUND
YOU, DISRUPT SERVICE TO AN
ENTIRE NEIGHBORHOOD AND
POTENTIALLY BE RESPONSIBLE
FOR FINES AND REPAIR COSTS.
SMART DIGGING MEANS CALLING
811 BEFORE EACH JOB.
WHETHER YOU ARE A
HOMEOWNER OR A
PROFESSIONAL EXCAVATOR, ONE
CALL TO 811 GETS YOUR
UNDERGROUND UTILITY LINES
MARKED FOR FREE.
CONTRACTOR SHALL DENOTE
ANY CHANGES IN LOCATION
OF PARKING AND STAGING
AREA AND SOIL STOCKPILE
AREA ON EROSION CONTROL
PLANS AS THEY OCCUR
THROUGHOUT THE
CONSTRUCTION PROCESS,
-K --H H III- se rA SAFETY FENCE
EPOSION E
SEDIMENT
CONTROL PLAN
PHASE 3,
0 30 60
a
SCALE
QEVISIONS BY
08 -14 -13
REVISION ul JJB
DRAWN
AK
CHECKED
CAG
DATE
OCTOBER 3, 2011
SCALE
I" = 30'
SHEET
c 13
OF 35 SHEETS
LEGEND
365- - -
EXISTING CONTOUR
6
PROPOSED CONTOUR
C
TEMPORARY CONSTRUCTION
PS
ENTRANCE WITH WASHRACK
--- SF---- SF-
SILT FENCE
DD
r� rrrr
SOIL
TEMPORARY DIVERSION DIKE
IP
INLET PROTECTION
O
%LI "
LIMITS
LIMIT OF DISTURBANCES
-K --H H III- se rA SAFETY FENCE
EPOSION E
SEDIMENT
CONTROL PLAN
PHASE 3,
0 30 60
a
SCALE
QEVISIONS BY
08 -14 -13
REVISION ul JJB
DRAWN
AK
CHECKED
CAG
DATE
OCTOBER 3, 2011
SCALE
I" = 30'
SHEET
c 13
OF 35 SHEETS
FLOW
DIRECTION IN PIPE
88 B
SOIL
TYPE /HYDROLOGIC GROUP
TS
TEMPORARY SEEDING
PS
PERMANENT SEEDING
DC
DUST
CONTROL
r� rrrr
SOIL
DIVIDE LINE
A
%LI "
LIMITS
OF DRAINAGE SUB -BASIN
r]
TREE
PROTECTION FENCE
-K --H H III- se rA SAFETY FENCE
EPOSION E
SEDIMENT
CONTROL PLAN
PHASE 3,
0 30 60
a
SCALE
QEVISIONS BY
08 -14 -13
REVISION ul JJB
DRAWN
AK
CHECKED
CAG
DATE
OCTOBER 3, 2011
SCALE
I" = 30'
SHEET
c 13
OF 35 SHEETS