NCC211958_Email RE Modification Not Approved_20210618

Georgoulias, Bethany
From: [e-mail]
Sent: Friday, June 18, 2021 2:54 PM
To: [e-mail]
Cc: Georgoulias, Bethany; Morman, Alaina; McCoy, Suzanne; [e-mail];
[e-mail]; [e-mail]
Subject: Construction COC Modification Not Approved
This email is to notify you that your request to modify coverage under COC No. NCC211958 for the
project Loch Lea Subdivision was not approved for the following reason:
The revised E&SC plan sheet uploaded did not denote approval by the reviewing authority. The original E&SC
plan was approved by the City of Winston-Salem. Please submit a new modification request with
documentation of approval from Winston-Salem for the increased disturbance.
If you have any questions, please contact The NC DEMLR Stormwater Program at [phone].
This email was automatically generated by Laserfiche. Please do not respond to this email address, as
responses are not monitored.

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EROSION CONTROL AND CONSTRUCTION SEQUENCE
8. CONTRACTOR SHALL CLEAR AND GRUB FOR INSTALLATION OF TEMPORARY SILT FENCE AND TEMPORARY DIVERSION DITCHES TO 13. CONTRACTOR SHALL BEGIN CLEARING AND GRUBBING OF THE PROPOSED ROADWAY.
DIVERT SEDIMENT LADEN RUNOFF TO THE TEMPORARY SKIMMER SEDIMENT BASIN.
1. CONTRACTOR SHALL OBTAIN EROSION CONTROL AND GRADING PERMIT FROM THE CITY OF WINSTON-SALEM.
14. CONTRACTOR SHALL INSTALL PROPOSED CULVERT PIPES, OPEN THROAT DRAINAGE STRUCTURES WITH GRAVEL AND HARDWARE
2. CONTRACTOR, ENGINEER AND WINSTON-SALEM CITY EROSION CONTROL INSPECTOR SHALL HAVE A PRE -CONSTRUCTION 9. CONTRACTOR SHALL INSTALL TEMPORARY CREEK CROSSING WITH TEMPORARY SILT FENCE ALONG BOTH UPSTREAM AND CLOTH INLET PROTECTION AND RIPRAP OUTLET PROTECTION ON THE DOWNSTREAM SIDE OF THE CULVERT.
CONFERENCE 48 HOURS PRIOR TO COMMENCING ANY CONSTRUCTION. DOWNSTREAM SLOPES AS WELL AS THE INSTALLATION OF THE CULVERT INLET PROTECTION AND RIPRAP OUTLET PROTECTION.AS zi
SHOWN ON THE PLANS.
15. CONTRACTOR SHALL INSTALL TEMPORARY EROSION CONTROL DEVICES (ROCK CHECK DAMS, STRAW WATTLES, ETC.) IN THE
3. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE. DRAINAGE DITCHES AT THE END OF EACH WORKDAY TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE. 2
10. CONTRACTOR SHALL CALL WINSTON-SALEM CITY EROSION CONTROL INSPECTOR FOR INSPECTION OF THE INSTALLED
TEMPORARY EROSION CONTROL MEASURES PRIOR TO BEGINNING CLEARING, GRUBBING AND GRADING WORK FOR THE
4. CONTRACTOR SHALL ONLY CLEAR AND GRUB ENOUGH AREA TO INSTALL TEMPORARY SILT FENCE AT THE DOWNSTREAM SLOPE OF PROPOSED ROAD AND LCID LANDFILL AREA. 16. CONTRACTOR SHALL SEED, MULCH AND MAT THE PROPOSED ROADSIDE DITCH SECTIONS AND INSTALL ROCK CHECK DAMS AND
THE TEMPORARY SKIMMER SEDIMENT BASIN. STRAW WATTLES AS NECESSARY AT THE END OF EACH WORKDAY TO PREVENT SEDIMENT LADEN WATER FROM LEAVING THE SITE.
11. CONTRACTOR SHALL REMOVE TREES WITHOUT GRUBBING THE STUMPS WITHIN THE PROPOSED RIGHT OF WAY AND AREAS OF
5. CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AT THE DOWNSTREAM SLOPE OF THE TEMPORARY SKIMMER SEDIMENT SCRUB GROWTH. 17. CONTRACTOR SHALL BEGIN INSTALLATION OF PORPOSED 6" DIP WATER LINE.
BASINS.
6. CONTRACTOR SHALL BEGIN EXCAVATION FOR THE TEMPORARY SKIMMER SEDIMENT BASIN. 12. CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AS SHOWN ON THE PLANS AS AREAS ARE CLEARED OF TREES PRIOR TO 18. CONTRACTOR SHALL INSTALL CRUSHED AGGREGATE BASE COURSE.
GRUBBING OF THE STUMPS OR GRINDING OF STUMPS IN AREAS OF SCRUB GROWTH.
7. CONTRACTOR SHALL INSTALL SKIMMERS AND BAFFLES AS SHOWN ON THE PLANS. 19. CONTRACTOR SHALL BEGIN PAVING OPERATIONS.
i I -87D L2NCTOR SHALL BACKFILL SHOULDERS, SEED AND MULCH.
PIN# 5885-31-7213
MICHELLE M. PHELPS
DB 3035 PG 2062
�\ PIN# 5885-31-3206
MARION HOLDINGS, LLC / CTOR SHALL REQUEST A FINAL INSPECTION FROM THE WINSTON-SALEM CITY EROSION CONTROL INSPECTOR TO
-` PIN# 5885 41-1 198
DB 3038 PG 798 1 MARION HOLDINGS, LLC NE IF THE TEMPORARY SKIMMER SEDIMENT BASIN MAY BE REMOVED, SILT EXCAVATED, BACKFILLED, SEEDED AND
B 3035 PG 798 .
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SEDIMENT BASIN SLOPE DRAINS, TYP.( PIN# 5885-41-7102
> SEE DETAIL SHEET SEE DETAIL SHEET `'$ JOEs RENTAL PROPERTIES, LLC
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JOES RENTAL PROPERTIES, LL j
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DAVID S. MCBRIDE 1
DB 1819 PG 674 1 , 10
i FUTURE ACCESS FOR LOTS 26 co
& 27 AND APPROXIMATE HOME 11 0 L16 UP U UP
CONTRACTOR TO INSTALL
SITE CLEARING FOR LOT 26 + � �
TEMP. BRIDGE FOR ACCESS \ 51.48' s r
3 - STEEL SECTIONS � ` 10
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GREGORY J. BOWMAN, ET AL
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VICINITY MAP
NTS
LEGEND
EXISTING TREE LINE
PROPOSED TREE LINE
-- EXISTING PROPERTY LINE
- - - EXISTING MAJOR CONTOURS
EXISTING MINOR CONTOURS
860 PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOURS
®ow PROPOSED DISTURBED AREA LIMITS
- To PROPOSED TEMPORARY DIVERSION DITCH
-■ ■ ■�- PROPOSED SILT FENCE
O PROPOSED SILT OUTLET PROTECTION
momPROPOSED CONSTRUCTION ENTRANCE
PROPOSED OUTLET PIPE
PROPOSED OUTLET PROTECTION
PROPOSED COMPOST SOCK (STRAW WATTLE)
PROPOSED ROCK CHECK DAM
r-� TEMPORARY SLOPE DRAIN zi�
GENERAL NOTES: A
1. ALL LOTS HAVE A MINIMUM WIDTH OF 95'.
2. LOTS 12, 15, 26 & 27 ARE FLAG LOTS AND HAVE 25' WIDE
ROAD FRONTAGES.
3. EXISTING TREES TO REMAIN OUTSIDE OF THE LIMITS
OF GRADING FOR ROADS.
4. LOTS ARE CURRENTLY FULLY WOODED. OTHER THAN
CLEARING FOR ROADS, DWELLING UNITS AND SEPTIC
AREAS AS NEEDED THE LOTS WILL REMAIN WOODED.
5. ROADS TO BE DEDICATED TO THE TOWN OF
LEWISVILLE THOURGH PETITION.
6. PHASE I EROSION CONTROL SHOWN ON TIMBERING
PLAN. SEE PLAN AND PROFILES FOR PHASE 11 EROSION
CONTROL AND DETAILED GRADING INFORMATION.
7. DENUDED AREA FOR ROADWAY 8.46 AC. AND FOR LCID
LANDFILL 1.89 AC., TOTALING 10.35 AC. DENUDED AREA.
8. LCID ALLOWED THROUGH TOWN OF LEWISVILLE LIDO.
9. THE TEMPORARY BRIDGE WILL CONSIST OF 3 - 4' WIDE
X 24' LONG X 10" THICK STEEL PLATES. THESE PLATES
WILL SPAN OVER THE TOP OF THE EMBANKMENT FOR
THE DRAINAGE CHANNEL FROM THE EXISTING
UPSTREAM DAM.
An
> A A
LIMITS OF DISTURBANCE:
ROADWAY LIMITS OF DISTURBANCE: 11.34 AC.
LCID LANDFILL: 1.89 AC
TOTAL 13.23 AC.
( '#L '%� '%� 11%. '#L '%� 11%, '%� '-L 11%, '%� 14�
,oa GRAPHIC SCALE a200
( IN FEET )
1 inch = 100 ft.
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KENNERLY
ENGINEERING & DESIGN. INC.
12133 N. HWY 150, STE. F
Winston-Salem, NC 27127
PH: 336.775.2118 FAX:[phone]
NORTH CAROLINA LICENSE NO. C-3900
CA
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Technician:
Designer:
LKH
TSK
Project No:
Checked by.
18-027
NLK
Drawing Name:
EROSION
CONTROL PLAN
PHASE I
Drawing Reference:
18-027 - PH 1 EC PLAN
Date:
Drawing Number:
12/18/2019
C-300