NCC221831_Site Plan or Location Map_20220512

H&V CONSTRUCTION CO
DB 1625, PG 4241 I H&V CONSTRUCTION CO.
TAX PIN: 6815-13-8721 DB 1625, PG 4239
ZONING: RS9 DB 1625, PG 4233
TAX PIN: 6815-13-9750
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DISTURBED LIMITS
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SALEM SQUARE PROPERTIES
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COTTAGE GROVE WAY I (PRIVATE)
25' PRIVATE ACCESS & UTILITIES EASEMENT
PER PB 63 PG 151
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TAX PIN: 6815-13-9467 I
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WS/FC EROSION CONTROL NOTICE
PLANS APPROVED FOR CONSTRUCTION
This plan complies with Chapter 8, Section 4 - Erosion Control
of the Winston-Salem/Forsyth County Unified Development
Ordinance. A printed set of the stamped/approved plans must
be kept on the construction site for reference when installing
required erosion control measures.
matthewo
05/09/2022 2:32:48 PM
LEINWOOD VII, LLC
DB 2805, PG 3335
TAX PIN: 6815-13-8312
ZONING: RS9
�9°27'39"W -' DISTURBED LIMITS
239.65' (TOTAL) SHED CARPORT
GATE/
PAMELA E. POTTER
TIMOTHY A. POTTER
DIANE L. POTTER
DB 2018E, PG 1783
TAX PIN: 6815-13-9338
ZONING: RS9
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E 1,612,014.17'
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(UNDER PAVEMENT)
FES #1
TOP: 877 +/
INV OUT: 875.50
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Turn Key Properties
PROPERTY INFORMATION:
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PARCEL ID NUMBER: 6815-13-8613
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PROPERTY OWNER/DEVELOPER:
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B. GODFREY HOMES, LLC
2831 BITTING ROAD
WINSTON SALEM, NC 27104
CONTACT: BRANT AND BEVERLY GODFREY
PHONE: [phone]
EMAIL: [e-mail]
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ENGINEER:
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ALLIED DESIGN, INC.
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4720 KESTER MILL ROAD
WINSTON-SALEM, N.C. 27103
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PHONE: [phone]
EMAIL: [e-mail]
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GENERAL NOTES
1.
TOTAL SITE AREA = 1.26 ACRES.
FES #2
TOP: 875.5 +/
2.
TOTAL DISTURBED AREA = 1.30 AC. (56,764 SF).
I INV IN: 876.00
3.
ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE
TO REMAIN AND BE PROTECTED. ALL UTILITIES OR STRUCTURES DESIGNATED FOR
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MODIFICATION SHALL BE PROTECTED BY THE CONTRACTOR DURING CONSTRUCTION.
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THE LOCATION OF ALL EXISTING UNDERGROUND UTILITIES IS APPROXIMATE. THE
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CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL ILLUSTRATED
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UNDERGROUND UTILITIES AND PROPOSED UTILITY CROSSINGS. THE CONTRACTOR SHALL
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EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN UNDERGROUND UTILITIES.
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NOTIFY ENGINEER IMMEDIATELY IF ANY ELEMENTS ARE DISCOVERED THAT WOULD
NECESSITATE DESIGN REVISIONS.
5.
NO SIGNAGE SHALL BE REMOVED TEMPORARILY OR PERMANENTLY FROM THE NCDOT
RIGHT-OF-WAY. SIGNAGE SHALL BE PROTECTED DURING ALL CONSTRUCTION ACTIVITIES.
ANY SIGNS DAMAGE DURING CONSTRUCTION SHALL BE REPAIR OR REPLACED AT
CONTRACTORS EXPENSE.
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TOP: 877.85 +/-
INV IN: 876.35
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N 853, 486.67'
E 1,612,036.90'
EL 878.55'
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RIM=878.32'
CL INV=869.12'
DI #1
TOP: 877.75
INV IN: 875.85
INV OUT: 875.85
INV=
875.85'
STAGE 1 EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PERMIT AND PLAN APPROVAL FROM THE CITY OF
WINSTON-SALEM.
2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A MANDATORY
PRE -CONSTRUCTION CONFERENCE AND AN INSPECTION SCHEDULE.
3. INSTALL STORM DRIVEWAY PIPES.
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE.
5. CLEAR SITE ONLY AS REQUIRED TO ALLOW INSTALLATION OF INITIAL EROSION CONTROL
MEASURES.
KEY NOTES
OA REMOVE EXISTING TREES AND STUMPS.
Og TEMPORARY CONSTRUCTION ENTRANCE/EXIT.
OC TEMPORARY SEDIMENT FENCE.
O TEMPORARY ON -SITE CONCRETE WASHOUT STRUCTURE WITH LINER.
PROVIDE CLEARLY MARKED SIGNAGE NOTING DEVICE LOCATION.
OE REMOVE/RELOCATE EXISTING POWER POLE. COORDINATE WITH DUKE
ENERGY.
OF BRICK OR CONCRETE DROP INLET. NCDOT STANDARD 840.14 OR 840.15 WITH
U.S. FOUNDRY 4139 FRAME AND 6429 GRATE.
OG TEMPORARY WIRE AND STONE DROP INLET FILTER.
OTEMPORARY SILT FENCE OUTLET WITH EXCAVATED STORAGE. PROVIDE 4'
WIDE X 8' LONG X 2' DEEP EXCAVATED STORAGE BELOW OUTLET.
0 TEMPORARY SILT FENCE OUTLET.
JO RIP RAP DISSIPATER PAD.
O ROCK PIPE INLET PROTECTION.
SIZED RIP RAP DISSIPATER PAD
Outlet
Pipe
Diameter
Discharge
d50
La
W
dmax
apron
thickness
NCDOT
ri ra
in
cfs
ft
ft
ft
ft
ft
Class
FES #1
15
7.64
0.45
10.0
11.3
0.7
1.0
B
VICINITY MAP
" NOT TO SCALE
EROSION CONTROL CONSTRUCTION SEQUENCE
2-12-13
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL AND PERMIT FROM THE CITY
OF WINSTON-SALEM INSPECTIONS.
2. CONTACT EROSION CONTROL INSPECTOR TO ESTABLISH A PRE -CONSTRUCTION
CONFERENCE AND INSPECTION SCHEDULE.
SELFINSPECTION ----- EFFECTIVE OCTOBER 1, 2010, PERSONS CONDUCTING
LAND -DISTURBING ACTIVITIES, LARGER THAN ONE (1) ACRE, MUST INSPECT THEIR
PROJECT AFTER EACH PHASE OF THE PROJECT, AND DOCUMENT THE INSPECTION
IN WRITING ON APPROVED FORMS AVAILABLE FROM THE CITY OF WINSTON-SALEM
INSPECTIONS OFFICE.
THE PHASES ARE AS FOLLOWS:
1. INSTALLATION OF PERIMETER EROSION AND SEDIMENT CONTROL
MEASURES.
2. CLEARING AND GRUBBING OF EXISTING GROUND COVER.
3. COMPLETION OF ANY PHASE OF GRADING OF SLOPES OR FILLS.
4. INSTALLATION OF STORM DRAINAGE FACILITIES.
5. COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
6. ESTABLISHMENT OF PERMANENT GROUND COVER SUFFICIENT TO
RESTRAIN EROSION.
3. CLEAR SITE ONLY AS NECESSARY TO INSTALL INITIAL EROSION CONTROL
MEASURES AS FOLLOWS:
A. TEMPORARY CONSTRUCTION ENTRANCE/EXIT
B. TEMPORARY SEDIMENT BASINS. FOR SITES OVER ONE (1) ACRE, OUTLET
STRUCTURES [SKIMMERS] THAT ONLY WITHDRAW WATER FROM THE
SURFACE OF THE BASIN, SHALL BE UTILILIZED. NO SEDIMENT TRAPS OR
ROCK DAMS ALLOWED.
C. TEMPORARY DIVERSION BERMS
D. TEMPORARY SILT FENCING
SEED EMBANKMENTS AND DISTURBED AREAS OF DEVICES (INCLUDING "CLEAN"
WATER DIVERSION) UPON COMPLETION OF CONSTRUCTION. SEE GROUND
STABILIZATION CRITERIA BELOW FOR MORE INFORMATION.
4. BEGIN CLEARING, GRUBBING, AND STRIPPING OF SITE AS REQUIRED.
EARTHEN -MATERIAL STOCKPILES ON -SITE FOR LATER DISTRIBUTION AND/OR
REMOVAL, AREAS DEDICATED FOR MANAGEMENT OF LAND CLEARING AND
DEMOLITION DEBRIS, CONSTRUCTION AND DOMESTIC WASTE, AND HAZARDOUS OR
TOXIC WASTE SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM STORM DRAIN
INLETS AND SURFACE WATERS (UNLESS IT CAN BE SHOWN THAT NO OTHER
ALTERNATIVES ARE REASONABLY AVAILABLE), AND WITHIN AREAS PROTECTED BY
EROSION CONTROL MEASURES.
5. BEGIN SITE GRADING. MAINTAIN EROSION CONTROL DEVICES IN ACCORDANCE
WITH THE MAINTENANCE PLAN. INSTALL ADDITIONAL EROSION CONTROL
MEASURES AS REQUIRED.
6. INSTALL STORM DRAINAGE SYSTEM AND UTILITIES. STORM PIPING SHALL BE
INSTALLED TO THE POINT WHERE IT ENTERS EACH DEVICE. COMPLETION OF PIPING
WILL ONLY BE ALLOWED ONCE THE SITE HAS BEEN DEEMED STABLE BY THE
EROSION CONTROL INSPECTOR. INSTALL PROTECTION AROUND ALL INLETS AS
STORM DRAIN SYSTEM IS INSTALLED.
GROUND STABILIZATION CRITERIA
SITE AREA
STABILIZATION
STABILIZATION
DESCRIPTION
TIMEFRAME
TIMEFRAME
EXCEPTIONS
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, & SLOPES
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN
LENGTH & ARE NOT STEEPER
THAN 2:1, 14 DAYS ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES > 50 FEET
IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE
SLOPES FLATTER THAN 4:1
7. PRIOR TO THE CONTRACTOR DEMOBILIZING FROM THE SITE (AT APPROXIMATELY 45
DAYS PRIOR TO DEMOBILIZATION), THE FINANCIALLY RESPONSIBLE PARTY (OR THE
DESIGNEE) WILL NOTIFY JOE FOGARTY (CITY OF WINSTON-SALEM STORMWATER
ENGINEER 336-747-6961) AND THE DESIGNATED EROSION CONTROL INSPECTOR OF
THEIR ANTICIPATED DATE TO LEAVE THE SITE. AN ON -SITE INSPECTION WILL BE
CONDUCTED PRIOR TO THE LEAVE DATE BY MR. FOGARTY AND THE DESIGNATED
EROSION CONTROL INSPECTOR TO MAKE CERTAIN ALL ACTION ITMES HAVE BEEN
ADDRESSED BY THE CONTRACTOR..
8. CONTINUE TO MAINTAIN EROSION CONTROL MEASURES UNTIL VEGETATIVE COVER
HAS BEEN ESTABLISHED OVER ALL DISTURBED AREAS AND SITE HAS BEEN
STABILIZED. REMOVE EROSION CONTROL MEASURES ONLY AFTER FINAL
INSPECTION AND APPROVAL BY INSPECTOR.
EROSION CONTROL MAINTENANCE PLAN
2-12-13
1. INSPECT ALL SEDIMENTATION AND EROSION CONTROL DEVICES FOR STABILITY AND
FUNCTION EACH WEEK AND FOLLOWING EACH RAINFALL EVENT.
2. REMOVE SILT/SEDIMENT FROM TEMPORARY DEVICES WHEN ACCUMULATED VOLUME
HAS REACHED 50% CAPACITY.
3. REMOVE ACCUMULATED SILT/SEDIMENT FROM BEHIND TEMPORARY SEDIMENT FENCE
WHEN DEPTH EXCEEDS APPROXIMATELY 05. REPAIR AND REPLACE SILT FENCE AS
NECESSARY.
4. SEED AND STABILIZE TEMPORARY DIVERSION BERMS IMMEDIATELY AFTER
CONSTRUCTION INCLUDING "CLEAN" WATER DIVERSION BERMS. RE-GRADE/REPAIR
BERMS AS REQUIRED.
5. CONTRACTOR SHALL APPOINT AN ON -SITE INSPECTOR AND MAINTAIN RECORDS OF
INSPECTIONS IN ACCORDANCE WITH THE PROVISIONS OF THE GENERAL NPDES
STORMWATER DISCHARGE PERMIT FOR CONSTRUCTION ACTIVITIES.
GRAPHIC SCALE
20 0 10 20 40
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( IN FEET )
1 inch = 20 ft.
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EXISTING
CONDITIONS AND
STAGE 1 EROSION
CONTROL PLAN
SHEET
C 1 . 1