NCC222827_Site Plan or Location Map_20220809

MELISSA L. GROGAN
SMOKE Y CREEK RD. NOW OR FORMERLY
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NOW OR FORMERLY LAU J. BILLINGSo / NOW OR FORMERLY CL BRANCH
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DB 2353 PG 563 NOW OR FORMERLY 3 DB 640 PG 880
PARCEL ID #2725-94-4377 DB 466 PG 109 I PARCEL ID #2735-14-7561
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NOW OR FORMERLY
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17,027,168 SF
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INSTALLED 5' OFFSET FROM TOE z SF
OF SLOPE. MOUND HAS BEEN I
/ STABILIZED AND HYDROSEEDED. l \ \ � � EXISTING STOCKPIL�LOCATION 1 1 X
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INSTALLED 5' OFFSET FROM TOE
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��l� _ \ �� � DUKE ENERGY
�R � `�.�r�N° LAKE RHODHISS
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\ -- 100' BU EFT _ `I�NLS 0
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DUKE ENERGY ELEV_ R _ - 1.80 AC 1.62 AC
LAKE RHODHISS CONTOUR ELEVATION 1,000 FT, TYP. 10p0'
FULL POND 995
ELEVATION 11-10-21
991.70'
S:\Proposals\2021\51100.21 Fodong Lake Rhodhiss\Plans\220748_EC Plans.dwg, 7/12/2022 3:03:04 PM, michael ambrosio, V3 Southeast
INSET - SEE SHEET CE-102
LEGEND
SYMBOL DETAIL
DNL DENUDED LIMITS /-
SF PROPOSED SILT FENCE CE-102/1
EROSION CONTROL NOTES:
1. ANY DISTURBANCE BEYOND THE DENUDED LIMITS INDICATED ON THE CONSTRUCTION
DOCUMENTS IS A VIOLATION AND IS SUBJECT TO A FINE.
2. DISTURBING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN
IS A VIOLATION AND IS SUBJECT TO A FINE.
3. CONTRACTOR SHALL MEET REQUIREMENTS SET FORTH IN THE "NEW GROUND
STABILIZATION REQUIREMENTS" NPDES PERMIT EFFECTIVE APRIL 1, 2019 FOR THE
EPA EFFLUENT GUIDELINES.
4. CONTRACTOR SHALL APPOINT A REPRESENTATIVE TO MONITOR AND INSPECT
GROUND COVER AT LEAST ONCE PER WEEK AND WITHIN 24 HOURS AFTER A STORM
GREATER THAN 1/2 INCH. REPRESENTATIVE SHALL BE A LICENSED ENGINEER IN THE
STATE OF NORTH CAROLINA OR A CERTIFIED SITE INSPECTOR IN CURRENT STANDING
WITH NCDEQ. CONTRACTOR PRODUCE AND KEEP ONSITE ALL MONITORING AND
INSPECTION LOGS REQUIRED BY THE AUTHORITIES HAVING JURISDICTION.
CONTRACTOR SHALL PROVIDE OWNER AND BLOC DESIGN REPRESENTATIVE NAME
AND LICENSE OR CERTIFICATION NUMBER PRIOR TO INSTALLING EROSION CONTROL
MEASURES.
5. ALL SLOPES GREATER THAN 2.5:1 SHALL BE STABILIZED WITH EROSION MATTING.
6. ADDITIONAL MEASURES MAY BE REQUIRED BY THE INSPECTOR TO CONTROL EROSION
AND SEDIMENTATION OF THE SITE.
7. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM
A SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY
ACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE
DIVISION OF SOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE
MANAGEMENT OR DIVISION OF WATER RESOURCES RULES AND REGULATIONS.
8. SITE SOILS CLASSIFICATION IS FaC2, RhE, FaB2, FaD2.
9. RIVER BASIN: CATAWBA
10. WATERSHED: LAKE RHODHISS (WS-IV)
11.ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES
STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE PROVIDED TEMPORARY
OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT
STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT
WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
12. DIVERSIONS THAT WILL STAY IN PLACE LONGER THAN 30 WORKING DAYS SHOULD BE
SEEDED AND MULCHED AS SOON AS THEY ARE CONSTRUCTED TO PRESERVE DIKE
HEIGHT AND REDUCE MAINTENANCE.
13. EROSION AND SEDIMENT CONTROL MEASURES TO BE MAINTAINED BY ROBERT ALLEN.
PHONE: [phone] EMAIL: [e-mail]
CONSTRUCTION SEQUENCE
1. OBTAIN GRADING/EROSION CONTROL PLAN APPROVAL FROM THE NCDEQ REGIONAL
OFFICE THEN FILE FOR AN NPDES NCGO1000 ELECTRONIC NOTICE OF INTENT (E-NOI).
2. SET UP A ON -SITE PRE -CONSTRUCTION CONFERENCE WITH EROSION CONTROL
INSPECTOR OF THE CITY ENGINEERING DEPARTMENT TO DISCUSS EROSION CONTROL
MEASURES. FAILURE TO SCHEDULE SUCH CONFERENCE 48 HOURS PRIOR TO ANY
LAND DISTURBING ACTIVITY IS A VIOLATION AND IS SUBJECT TO FINE.
3. EXISTING TEMPORARY DIVERSION DITCHES, ROCK CHECK DAMS, AND SILT FENCE
SHALL BE INSPECTED AND BROUGHT INTO WORKING CONDITION, IF NEEDED, PRIOR
TO ANY CONSTRUCTION ACTIVITIES.
4. INSTALL ANY ADDITIONAL EROSION MEASURES AS DEPICTED ON THESE PLANS PRIOR
TO CLEAR AND GRUBBING.
5. CALL FOR ON -SITE INSPECTION. WHEN APPROVED, EROSION CONTROL INSPECTOR
INSPECTOR ISSUES THE GRADING PERMIT AND CLEARING/GRUBBING MAY BEGIN.
6. BEGIN MASS / ROUGH GRADING SITE.
7. BEGIN FOUNDATION AND BUILDING CONSTRUCTION.
8. SITE MUST BE "STORM READY" BEFORE ANY EXTENDED BREAKS IN CONSTRUCTION
ACTIVITIES, INCLUDING WEEKENDS.
9. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
CONTROL MEASURE.
10. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
11. COMPLETE BUILDING CONSTRUCTION AND STABILIZE SURROUNDING SLOPES.
12. NOTIFY NCDEQ LAND QUALITY SPECIALIST WHEN THE PROJECT IS READY FOR A
CLOSE OUT INSPECTION.
13. FILE FOR NPDES NCGO10000 E-NOTICE OF TERMINATION WHEN FINAL CLOSE OUT
INSPECTION REPORT IS RECEIVED FROM NCDEQ LQS.
14. EXISTING GRAVEL ROAD SHALL BE USED AS CONSTRUCTION ENTRANCE. ALL
CONSTRUCTION TRAFFIC SHALL REMAIN ON STABILIZED GROUND. CONSTRUCTION
ENTRANCE WILL BE INSTALLED AT ALL LOCATIONS WHERE ACCESSING DISTURBED
SOILS FROM STABILIZED AREAS.
SEEDING SCHEDULE NOTES:
1. GRADED SLOPES AND FILLS WILL BE PROTECTED WITH A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE OF OPTIMUM GERMINATION SEASONS WHEN
UNFAVORABLE WEATHER CONDITIONS PREVENT THE ESTABLISHMENT OF
VEGETATIVE GROUNDCOVER.
2. THE ANGLE FOR GRADED SLOPES AND FILLS, INCLUDING STOCKPILES, SHALL BE NO
GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES.
3. NO FERTILIZER IS TO BE USED WITHIN RIPARIAN BUFFERS.
4. NO CHEMICAL TACKIFIERS ARE TO BE USED WITHIN THE RIPARIAN BUFFER ZONE.
5. GENERAL FERTILIZER RATES ARE NOT ALLOWED, USE SOIL TEST TO DETERMINE
FERTILIZER APPLICATION RATES, GENERIC RATES ONLY TO BE USED IF SOIL TEST
CANNOT BE PERFORMED. CONTRACTOR TO PROVIDE VERIFICATION ON WHY SOIL
TEST COULD NOT BE PERFORMED IF NECESSARY.
1. CONTRACTOR IS RESPONSIBLE FOR PLACEMENT OF ALL BARRICADES, SIGNAGE, FLAGGERS,
SHORING, ETC., TO ENSURE THE SAFETY OF WORKERS AND THE PUBLIC.
2. ALL PAVEMENT CUTS SHALL BE REPLACED ACCORDING TO NORTH CAROLINA DEPARTMENT OF
TRANSPORTATION.
V 3 Southeast
2923 S. Tryon Street, Suite 320
Charlotte, NC 28203
p: 704-940-2883
www.v3co.com
�1 •
landscape architecture I planning I civil engineering
The Residence at
Forlong Farms
1501 Loblolly Lane
Morganton, NC 28655
SITE
`RHODHISS LAKE -` ------____
-------
PMN�RS/
VICINITY MAP N.T.S. (i)
TOPOGRAPHIC SURVEY DATED DECEMBER 08, 2021 PROVIDED BY
CAROLINA GEOMATICS, PLLC, 469 HOSPITAL DR., STE D GASTONIA,
NC 28054. 980-329-3382.
_.1 * No. 1609
o41y1
FS CO L0N
Disclaimer ©2022:
Information contained in this document is the property of V3 Southeast and
the project client listed on this document. The reproduction, copying, and
other use without written consent is prohibited and may be subject to legal
action to the fullest extent possible.
SCALE: 1 "= 200'
N
0 100' 200' 400'
DATE: 6.02.2022 MPIC: CCB
DRAWN BY: MJA REVIEWED BY: CCB
PROJECT NUMBER: 220748
EROSION CONTROL PLAN
REVISIONS:
1 07.12.22 NCDEQ COMMENTS
CE-1 01
EROSION CONTROL PLANS