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O\ ENGINEER: 'T•• •.�INEF.• 4:`
ALLIED DESIGN, INC.
4720 KESTER MILL ROAD $�d� r�i��1�+`ye►
WINSTON-SALEM, N.C.27103
WS/FC EROSION CONTROL NOTICE GARAGE PHONE: [phone]
EMAIL: [e-mail]
PLANS APPROVED FOR CONSTRUCTION / / ys\
This plan complies with Chapter 8, Section 4 - Erosion Control yS\6�
of the Winston-Salem/Forsyth County Unified Development / y EROSION CONTROL CONSTRUCTION SEQUENCE
2-12-13
Ordinance. A printed set of the stamped/approved plans must / �� LOT 41 \� ///
be kept on the construction site for reference when installing / / 1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY
required erosion control measures. 12,600 SF � / OF WINSTON-SALEM INSPECTIONS.
\ 2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE-CONSTRUCTION
�S HOUSE CONFERENCE AND INSPECTION SCHEDULE.
/ \ Q
FFE = 870.75 +/- / SELF INSPECTION-----EFFECTIVE OCTOBER 1,2010, PERSONS CONDUCTING J z
matthewo 07/15/2021 8:53:58 AM \ / \ �,yS LAND-DISTURBING ACTIVITIES, LARGER THAN ONE(1)ACRE, MUST INSPECT THEIR J
PROJECT AFTER EACH PHASE OF THE PROJECT,AND DOCUMENT THE INSPECTION z
IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM O O IY
4 INSPECTIONS OFFICE. 0 — W Q
\ / THE PHASES ARE AS FOLLOWS:
•♦ \ / / \ �` \ �� / / �r� / / w _
1 INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES j
1-0 / / 2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
/ \ C) / 3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS. Q oIf
/ �c �/ // 4. INSTALLATION OF STORM DRAINAGE FACILITIES. U) — Q
CZ5 / `� / 5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT. Q z z
/ /(b / / 6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO O LU
�cb / / RESTRAIN EROSION. 0 U U)
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3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL O W J
MEASURES AS FOLLOWS: Q
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT Q CIO 110
B. TEMPORARY SEDIMENT BASINS. FOR SITES OVER ONE(1)ACRE,OUTLET w CO z
STRUCTURES[SKIMMERS]THAT ONLY WITHDRAW WATER FROM THE Q �SURFACE OF THE BASIN,SHALL BE UTILILIZED. NO SEDIMENT TRAPS OR O0
ROCK DAMS ALLOWED.
C. TEMPORARY DIVERSION BERMS z
D. TEMPORARY SILT FENCING
` \�� \ / // SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES(INCLUDING"CLEAN" O
GENERAL NOTES �\ / — — / // / `` // WATER DIVERSION)UPON COMPLETION OF CONSTRUCTION. SEE GROUND J
S V STABILIZATION CRITERIA BELOW FOR MORE INFORMATION.
/ V 4. BEGIN CLEARING,GRUBBING,AND STRIPPING OF SITE AS REQUIRED.
1. TOTAL SITE AREA = 0.25 ACRES. \�� \\ / // / // EARTHEN-MATERIAL STOCKPILES ON-SITE FOR LATER DISTRIBUTION AND/OR
REMOVAL,AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND o
2. TOTAL DISTURBED AREA= 0.25 ACRES. s �\ \\ / // 41 // DEMOLITION DEBRIS,CONSTRUCTION AND DOMESTIC WASTE,AND HAZARDOUS OR o o
U) CO
TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN N
V- / / INLETS AND SURFACE WATERS(UNLESS IT CAN BE SHOWN THAT NO OTHER o
3. CUT SLOPES SHALL BE A MAXIMUM OF 2:1 UNLESS OTHERWISE SHOWN. / / // ALTERNATIVES ARE REASONABLY AVAILABLE),AND WITHIN AREAS PROTECTED BY M
FILL SLOPES SHALL BE A MAXIMUM OF 3:1 UNLESS OTHERWISE SHOWN. \� \ // / / EROSION CONTROL MEASURES. o
/
5. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE
4. CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL EROSION S� \\\ \ / 4D WITH THE MAINTENANCE PLAN. INSTALL ADDITIONAL EROSION CONTROL
CONTROL REQUIREMENTS. CONTRACTOR SHALL BE RESPONSIBLE FOR �\ — —' / / MEASURES AS REQUIRED. O }
OBTAINING EROSION CONTROL PLAN APPROVAL FOR OFF-SITE BORROW 6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE m
/ w
OR WASTE SOURCES. \\ j/ / \ // INSTALLED TO THE POINT WHERE IT ENTERS EACH DEVICE. COMPLETION OF PIPING w z
WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED STABLE BY THE Uw
S \ / EROSION CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL INLETS AS
5. REMOVE VEGETATION, TOPSOIL, DEBRIS, UNSATISFACTORY SOIL � 41( � / � � — � / / STORM DRAIN SYSTEM IS INSTALLED. d o U o
MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM � \� -�_—_ � /// GROUND STABILIZATION CRITERIA
GROUND SURFACE PRIOR TO PLACING FILLS. PLOW, SCARIFY, BENCH, /
OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO 4 / SITE AREA STABILIZATION STABILIZATION
S / DESCRIPTION TIMEFRAME TIMEFRAME
HORIZONTAL SO FILL MATERIAL WILL BOND WITH EXISTING MATERIAL. ® D / // EXCEPTIONS
PLACE AND COMPACT FILL MATERIAL IN LAYERS TO REQUIRED / / // PERIMETER DIKES,SWALES, 7 DAYS NONE
ELEVATIONS. DITCHES, &SLOPES o
SS / a �
6. PLACE BACKFILL AND FILL MATERIALS IN 8" LIFTS. UNDER STRUCTURES, / SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10'OR LESS IN
/ LENGTH&ARE NOT STEEPER Z U z
BUILDING SLABS, STEPS, AND PAVEMENTS, SCARIFY AND RECOMPACT 49 THAN 2:1, 14 DAYS ALLOWED o CO
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TOP 12" OF EXISTING SUBGRADE AND COMPACT EACH LAYER OF / a
/ SLOPES 3:1 OR FLATTER 14 DAYS 7 DAYS FOR SLOPES>50 FEET0-1
BACKFILL OR FILL MATERIAL AT 95% DRY DENSITY. UNDER LAWN OR ss IN LENGTH o�
UNPAVED AREAS, SCARIFY AND RECOMPACT TOP 6" BELOW SUBGRADE ALL OTHER AREAS WITH 14 DAYS NONE o
AND COMPACT EACH LAYER OF BACKFILL OR FILL MATERIAL AT 85% DRY SLOPES FLATTER THAN 4:1 W
CO
DENSITY. 7. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE(AT APPROXIMATELY 45
DAYS PRIOR TO DEMOBILIZATION),THE FINANCIALLY RESPONSIBLE PARTY(OR THE w N
7. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, FREE FROM DESIGNEE)WILL NOTIFY JOE FOGARTY(CITY OF WINSTON-SALEM STORMWATER N
ENGINEER 336-747-6961)AND THE DESIGNATED EROSION CONTROL INSPECTOR OF p c\I
IRREGULAR SURFACE CHANGES. MEET COMPACTION REQUIREMENTS / PJ THEIR ANTICIPATED DATE TO LEAVE THE SITE. AN ON-SITE INSPECTION WILL BE I�
AND GRADE TO CROSS SECTIONS, LINES, AND ELEVATIONS INDICATED. CONDUCTED PRIOR TO THE LEAVE DATE BY MR. FOGARTY AND THE DESIGNATED
EROSION CONTROL INSPECTOR TO MAKE CERTAIN ALL ACTION ITMES HAVE BEEN O Q
PROVIDE A SMOOTH TRANSITION BETWEEN ADJACENT EXISTING ADDRESSED BY THE CONTRACTOR..
GRADES AND NEW GRADES. SLOPE GRADES TO DIRECT WATER AWAY 8.CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER SITE INDIVIDUAL
FROM BUILDINGS AND TO PREVENT PONDING. HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN
STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL
8. CONSTRUCTION STAKEOUT WILL BE THE RESPONSIBILITY OF THE INSPECTION AND APPROVAL BY INSPECTOR. LOT EROSION
CONTRACTOR. EROSION CONTROL LEGEND
EROSION CONTROL MAINTENANCE PLAN
TEMPORARY CONSTRUCTION ENTRANCE/EXIT. 2-12-13
CONTROL
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND
TEMPORARY SEDIMENT FENCE. FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME PLAN
-�- TEMPORARY SEDIMENT FENCE WITH STONE OUTLET. HAS REACHED 50%CAPACITY.
TEMPORARY STONE CHECK DAM. 3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE SHEET
GRAPHIC SCALE WHEN DEPTH EXCEEDS APPROXIMATELY 0.5'. REPAIR AND REPLACE SILT FENCE AS
0 TEMPORARY WIRE AND STONE INLET PROTECTION NECESSARY.
20 0 10 20 40 80 4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
TEMPORARY CONCRETE WASHOUT PIT AND SIGNAGE CONSTRUCTION INCLUDING"CLEAN"WATER DIVERSION BERMS. RE-GRADE/REPAIR
BERMS AS REQUIRED.
5. CONTRACTOR SHALL APPOINT AN ON-SITE INSPECTOR AND MAINTAIN RECORDS OF
IN FEET ) INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES
1 inch = 20 ft. STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES.