HomeMy WebLinkAboutSDP200100055 Plan - Revision Erosion Control Plan 1998-05-22W
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GENERAL EROSION AND SEDIMENT CONTROL NOTES,
ES -i: Unless otherwise indicated, all vegetative and structural erosion and
sediment control practices will be constructed and maintained according
to minimum standards and specifications of the Virginia Erosion and
Sediment Control Handbook and Virginia Regulations VR 625-02-00
Erosion and sediment control Regulations.
ES -2: The plan approving authority must be notified one week prior to the pn-
construction conference, one week prior to the commencement of land
disturbing activity, and one week prior to the final inspection.
ES -3: All erosion and sediment control measures are to be placed prior to
or as the first step in clearing.
ES -4: A copy of the approved erosion and sediment control plan shall be
maintained on the site at all times.
ES -5: Prior to commencing land disturing activities in areas other than
indicated on these plans (including, but not limited to, off-site
borrow or wasted areas), the contractor shall submit a supplementary
erosion control plan to the owner for review and approval by
the plan approving authority.
ES -6: The contractor is responsible for installation of any additional erosion
control measures necessary to prevent erosion and sedimentation
as determined by the plan approving authority.
ES -7: All disturbed areas are to drain to approved sediment control measures at
all times during land disturbing activities and during site development
until final.stabilization is achieved.
ES -8: wring dewatering operations, water will be pumped into an approved
filtering device.
ES -9: The contractor shall inspect all erosion control measures periodically and
after each runoff-producing.rainfall event. Any necessary repairs or
cleanup to maintain the effectiveness of the erosion control devices shall
be made immediately.
FARMINGTON
COUNTRY CLUB
SHORT COURSE
PRACTICE AREA
EJ?0SI0N,C0NTJ?0L
AMENDMENT
THIS EROSION CONTROL AMENDMENT IS A RESULT OF THE NEED TO
REFLECT THE APPROVED FINAL LAYOUT AND GRADING DESIGN FOR THE
SHORT COURSE PRACTICE AREA AS WELL, AS THE PROPOSED GOLF CART
PATH THAT WILL SERVE IT. THE ACTUAL AMENDMENT IS ONLY
REFLECTED ON SHEETS 2/4 AND 3/4 OF THIS SET. THE "WASTE AREAS" AS
SHOWN ON SHEET 4/4 HAVE NOT BEEN AMENDED; THEREFORE, THE
MEASURES AS SHOWN .AND PREVIOUSLY APPROVED WILL STILL APPLY.
KtA
STONE CONSTRUCTION ENTRANCE
SIDE ELEVATION
cwr�F��Emw 1B I ss� SES di w
TRAPPM DEVI=
MUST EXTEND FULL WOTH
OF MGRESS AND EGRESS
PLAN VIEW
1027
Source: Adapted firom 19S3 Plate 3.02-1
Erosign Ap� and Va
1992 3.05
CONSTRUCTION OF A SILT FENCE
(WITHOUT WIRE SUPPORT)
1, SET THE STAKES. 2. EXCAVATE A 4`X 4" TRENCH
UPSLOPE ALONG THE LINE OF
STAKES.
6'MAX.
FLOW
--------------- - - - - - - - - - - - - - - - . . . . . . . . . . .
3. STAPLE FILTER MATERIAL
TO STAKES AND EXTEND
IT INTO THE TRENCH,
FLOW
4. BACKFILL AND COMPACT
THE EXCAVATED SOIL.
SHEET FLOW INSTALLATION
(PERSPECTIVE VIEW)
FLOW
POINTS A SHOULD BE HIGHER THAN POINT B.
DRAINAGEWAY INSTALLATION
(FRONT ELEVATION)
Source: Adaptedfrom a3iaglonof3jrAW_and r
ALQ1, Sherwood and Wyant Plate 3.05-2
n k I
To by. James 1-1. sell. JIr., l Owto date.- 3117/97
P. 0® Box 4aO
Mineral, VA 28117
(540) 96715%
Topo mapping by. 'Thomas S. Lincoln Land Surveyor, ine, completed 5112197
Berkmar Circle.
Charlottesville, VA 22901
(804) 974–W7
�t;undary taken from December 22, 19718 survey by: William 6. Itoutlabush, InL7
REVISIONS
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