NCC242596_Site Plan or Location Map_20240826

VICINITY MAP I DEMOLITION NOTES: CONSTRUCTION SEQUENCE:
1. ALL DEMOLITION,TRANSPORT,AND DISPOSAL OF WASTE MATERIALS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE TOWN,COUNTY, CONSTRUCTION PHASE I,EC PHASE L
o^t�p STATE,AND FEDERAL REGULATIONS.. "" ,1. THOROUGHLY REVIEW PLANS AND EROSION CONTROL NOTES PRIOR TO STARTING WORK. V W
2. REGULATED MATERIALS SUCH AS ASBESTOS,LEAD,ETC MAY EXIST ON SITE AND SHALL BE IDENTIFIED AND A PLAN FOR DEMOLITION F]
� �Iw AND DISPOSAL PRESENTED TO AND APPROVED BY THE TOWN AND OWNERS PRIOR TO COMMENCING DEMOLITION ON 2. OBTAIN EROSION AND SEDIMENT CONTROL(EC)PERMIT AND A CERTIFICATE OF COVERAGE(COC)BEFORE ANY LAND DISTURBING al p
I CORRESPONDING STRUCTURES. ACTIVITIES OCCUR.TIMBERING OR DEMOLITION ACTIVITIES ASSOCIATED WITH THE PROPOSED DEVELOPMENT OF THE SITE CANNOT BE Jy z V
I re DONE WITHOUT EC PLAN APPROVAL A HARD COPY OF BOTH PERMIT AND THE PLANS MUST BE KEPT ON SITE,PREFERABLY IN A PERMITS Z W N o
SITE , 3. THE LOCATIONS OF ALL EXISTING FEATURES SHOWN ON THIS SHEET WERE PROVIDED AS PART OF THE SURVEYS BY WETLAND BOX,AND ACCESSIBLE DURING INSPECTION.THE COC CAN BE OBTAINED BY FILING OUT THE ELECTRONIC NOTICE OF INTENT(e-NOI) I-- 6...
SOLUTIONS,LLC DATED FEBRUARY22,2022.OTHER UNIDENTIFIED UTILITIES OR SITE FEATURES ESPECIALLY RELATED TO EXISTING FORM AT DEQ.NCGOV/NCG01.PLEASE NOTE,THE e-NOI FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. W C. z O o
e STRUCTURES MAY IXISTAND SPECIALCARE SHALL BE EXERCISED DURING ANYSUBGRADE WORKOR DEMOLITION.
i • I LOCATE A JOB SITE/INSPECTION BOX IN A SECURE PLACE ON SITE TO PROVIDE A PLACE FOR INSPECTORS TO LEAVE INSPECTION N-I VzF ��
S' ® �' 4 CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY PERMITS FOR WORK IN THE NCDOTAND/OR LOCAL RIGHTS-OF-WAY.ANY REPORTS,COMPLIANCE NOTICES,ETC.SITEO CON EL SHOULD CHECK THE BOX DAILY FOR THIS CORRESPONDENCE.PROVIDE �y CI Q z!K g'^
�M1 , DAMAGED INFRASTRUCTURE IN LUTHE RIGHTS-OF-WAY CAUSED BY CONSTRUCTIONSIDEWALKS,
CURB ACTIVITIES MUST BE REPAIRED TO NCDOTAND/OR CONTACTING INFORMATION WITH NOTE TO"CONTACTC3 DESIGN AND ENGINEERING A7919-230-09S IF ANY ISSUES ARSE DURING THE O S.Cz �o
LOCAL STANDARDS.THIS INCLUDES,BUT IS NOT LIMITED TO UTILITIES,SIDEWALKS,CURB&GUTTER AND PAVEMENT. CONSTRUCTION".CONTRACTOR SHALL BE RESPONSIBLE FOR NCDENR REPORTING THROUGHOUT CONSTRUCTION.PER NPDES, I� Z L
i REQUIREMENTS,A RAIN GAUGE,SELF-INSPECTIONS RECORDS,PERMIT,CERTIFICATE OF COVERAGE,AND S&E PLAN ARE REQUIRED TO BE Q 1-4 Q V Z .
xm�cawawnceop 5. CONTRACTOR SHALL IMPLEMENT TRAFFIC PLAN PRIOR TO ANY WORK WITHIN THE NCDOT RIGHT-OF-WAY. MAINTAINED ON SITE AND ACCESSIBLE DURING INSPECTION.IT IS RECOMMENDED THAT THESE ITEMS BE PLACED IN A PERMITS BOX AT (f OF
' THE BEGINNING OR ENTRANCE OF PROJECT. r. V
® `',e 0,„,,, 6. ALL UTILITIES TO BE REMOVED,DISPOSED OF,AND/OR ABANDONED PER THE CORRESPONDING SERVICE PROVIDERS GUIDELINES. W N
4. SCHEDULE AND HOLD A PRECONSTUCTION CONFERENCE BEFORE STARTING ANY DEMOLITION,TIMBERING,CLEARING,OR GRADING
4 7. CONSTRUCTION WASTE SHALL NOT BE BURIED ON SITE. WITH THE OWNER(OR REPRESENTATIVE),THE CONTRACTOR(S)RESPONSIBLE FOR THE DISTURBANCE AND EROSION CONTROL,AND
EROSION CONTROL PERSONNEL TO DISCUSS THE PROJECT AND THE EROSION CONTROL PLAN.NCDEQ INSPECTOR IS TO BE NOTIFIED AT
LEAST 48 HOURS PRIOR TO COMMENCEMENT OF LAND DISTURBING ACTIVITIES AT 919-791-4200.
`t® a p .,.s'" GRADING NOTES: 5. INSTALL SILT FENCE SILT FENCE OUTLETS,CONSTRUCTION ENTRANCE/EXIT,AND BASIN AS SHOWN ON THE PLANS.NOTE,CONTRACTOR
1>.+ k I EXISTING TOPOGRAPHYNDAR IS FROM NORTH CAROLINA SPATIAL DATA. SHALL INSTALL ADDITIONAL OUTLETS AS NEEDED WHERE LOW AREAS EXIST OR DEVELOPED SITE CONDITIONS CREATE PLACES FOR SITE
RUNOFF TO COLLECT/POND.ONLY CLEARING AND GRUBBING REQUIRED TO INSTALL THE EC MEASURES SHALL BE CONDUCTED AT THIS ZI J
•ID II
Pt 2. EXISTING PARCEL BOUNDARY SURVEYED BY NATHAN R.HYMILLER JR,PLS,DATED JANUARY3,2022. TIME V
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RRREDICT-DOET HEUCT GRADING ACTIVITIES OR SEDIMENT BASIN CONSTRUCTION DURING PERIODS OF WET WEATHER OR al
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PREDICTED WET WEATHER Z p
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- •---^= v 6. CONTACT NCDEQ INSPECTOR AT 919-791-42001F REQUIRED BY THE PERMIT OR DISCUSSED AT THE PRE-CONSTRUCTION MEETING FOR
ILIINSPECTION OF THE INITIAL EROSION CONTROL MEASURES.CONTACT NCDEQ INSPECTOR AT LEAST 48 HOURS PRIOR TO COMMENCING LL N
SITE INFORMATION THE LAND-DISTURBING ACTIVITY. W VI
7 INSTALL INITIAL DIVERSIONS TO BASINS(INCLUDING MATTING)PER THE GRADING PLAN,THE DITCH/DIVERSIONS LINERS ARE TO EXTEND Z n O
TO THE TOP OF THE BANK REGARDLESS OF LENGTH OF SLOPE.SEE C-1.2A AND C-7.2B FOR DITCH/DIVERSION SCHEDULE. W R 20?N c'
CURRENT OWNER: GENE DANIELS/ANITA KRAYNIK L9
APPLICANT.: SOUTHBURY DEVELOPMENT LLC 8. UPON APPROVAL,BEGIN CLEARING AND DEMOLITION ACTIVITIES FOR THE SITE. ❑W ¢Q
PARCEL INFORMATION(PER GIS): N Z b 2 a CONSTRUCTION PHASE I,EC PHASE II:
PIN: 087802578544 5 w,,,
ADDRESS: FATE WASHINGTON ROAD 9. BEGIN EARTHWORK AND EXCAVATION ACTIVITIES TO ACHIEVE THE PROPOSED GRADES SHOWN ON THE PLAN.ANY BORROW MATERIAL 0 O M 8 V M
STEM,NC BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE ANY SOIL WASTE THAT LEAVES E� ail
ACREAGE: 345.08 AC(TOTAL) THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION SITES WITHOUT ADDITIONAL 4 W m'
EX. ZONING: CD-RESIDENTIAL AGRICULTURE(CITY OF STEM) PERMITS UNDER NCGS 74-49(7)(d).DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED AS A PERMIT REVISION FOR THIS V 5 O .N R
MAX.DENSITY: 2.55 UNITS/ACRE APPROVAL $N C V c.rn
LAND USE: VACANT/UNDEVELOPED RRRNOTE-DO NOT CONDUCT GRADING ACTIVITIES OR SEDIMENT BASIN CONSTRUCTION DURING PERIODS OF WET WEATHER OR NOT FOR
REFERENCE: DB 1723/PG 0008
PR 0047/PG 0101 PREDICTED WET WEATHER
70. UPDATE/EXTEND/RELOCATE DIVERSIONS(INCLUDING MATTING)AS CONSTRUCTION ADVANCES PER THE GRADING PLAN,THE
ADJACENT ZONING/LAND USES: DITCH/DIVERSIONS LINERS ARE TO EXTEND TO THE TOP OF THE BANK REGARDLESS OF LENGTH OF SLOPE.SEE C-1.2B AND C-1.2C FOR
SEE EXISTING CONDITIONS PLAN
DITCH/DIVERSION SCHEDULE.
PROPOSED WATER SUPPLY: SGWASA-PUBLIC SYSTEM 11. SELF-INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST ONCE EVERY SEVEN
PROPOSED SEWAGE TREATMENT. SGWASA-PUBLIC SYSTEM CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN I INCH.ANY NEEDED REPAIRS SHALL BE MADE
IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED.ALL ESC MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION
DETAILS ON THIS PLAN.A RAIN GAUGE SHALL BE INSTALLED AT THE PROJECT SITE FOR MONITORING.
12. TEMPORARY SEED AND MULCH ALL AREAS DISTURBED WITHIN MINIMUM REQUIRED TIMEFRAME SEE TEMPORARY SEEDING SCHEDULE
AND THE STABILIZATION CALENDAR DAYS FROMTNPDESIMEFRAME NOTED ON C-2.2 AND C-23.PER PERMITWILL WITHIN LAST LAND DISTURBING ACTIVITY.FOR STEEP SLOPES, STABILIZED THAT AREA MUST BE WITHIN 7 CALENDAR 14 CONSTRUCTION
DAYS".CUT,FILL,AND DIRT PILE SLOPES ARE TO BE TRACKED.ANY BARE SOILS BETWEEN THE DOWNSTREAM BASIN TOE OF SLOPE OR
DIVERSION DITCHES AND THE LIMITS OF DISTURBANCE ARE TO BE SEEDED,MULCHED,AND TACKED.ALSO,THE UP AND DOWNSTREAM Y.
BASIN SLOPES SHALL RECOVERED WITH A SUITABLE RECP AFTER SEEDING. cG
13. INSPECT AND MAINTAIN THE EROSION CONTROL DEVICES SO THEY CONTINUE TO FUNCTION PROPERLY REFER TO THE EROSION
CONTROL DETAILS FOR SPECIFIC INSTRUCTIONS FOR EACH DEVICE.THE PERSON RESPONSIBLE FOR EROSION CONTROL IS ALSO
RESPONSIBLE FOR TAKING THE INITIATIVE IN INSPECTING AND MAINTAINING THESE DEVICES;DO NOT WAIT FOR THE EROSION CONTROL C
INSPECTOR TO POINT OUT THE NEED FOR MAINTENANCE REPAIRS.KEEP MUD AND DEBRIS OFF THE PUBLIC STREET AT ALL TIMES.IF MUD La
OR DEBRIS IS TRACKED FROM THE SITE USE A SHOVEL AND BROOM TO REMOVE IT IMMEDIATELY.
14. DURING THE COURSE OF CONSTRUCTION,IF THE SIGNIFICANT SEDIMENT IS LEAVING THE SITE DESPITE PROPER IMPLEMENTATION AND
MAINTENANCE OF THE APPROVED EROSION CONTROL PLAN,THE PERSON RESPONSIBLE FOR THE LAND-DISTURBING ACTIVITY IS
OBLIGATED TO TAKE ADDITIONAL PROTECTIVE ACTION AND NOTIFY ENGINEER OF THE NEED FOR ADDITIONAL MEASURES.
15. ONCE SITE GRADING IS COMPLETE PERMANENTLY STABILIZE ALL DISTURBED AREAS.
16. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING AREAS PER THE PLANS.PERIMETER MEASURES MUST
BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.
17. AFTER SITE IS PERMANENTLY STABILIZED,CONTRACTOR SHALL CALL EROSION CONTROL INSPECTOR FOR INSPECTION AND APPROVAL TO z
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES.PROVIDE PERMANENT SEEDING WHERE TEMPORARY MEASURES HAVE BEEN O
REMOVED AND GROUND COVER IS NOT ADEQUATE.SEDIMENT BASINS MAY NOT BE REMOVED OR CONVERTED TO PERMANENT SCMs 5
UNTIL ALL UPLAND AREAS ARE PERMANENTLY STABILIZED.
18. ONCE ALL UPLAND AREAS ARE STABILIZED,CALL EROSION CONTROL INSPECTOR FOR APPROVAL TO DECOMMISSION AND REMOVE THE
SKIMMER,BAFFLES AND ANY OTHER TEMPORARY ITEMS FROM THE SEDIMENT.CONTRACTOR SHALL USEA SILT BAG WITH A FLOATING
INTAKE AND CONSTANTLY MONITORED WHEN DEWATERING.IF SOILS ARE OVERLY WET AND UNABLE TO BE TRANSPORTED,
CONTRACTOR SHALL PROVIDE A SUITABLE AREA ADJACENT TO THE BASIN WHERE THE SOUPY SOILS CAN BE PLACED AND COMPLETELY
SURROUNDED WITH SILT FENCE SOILS SHALL BE DEPOSITED HERE AND ALLOWED TO DRAIN/DRY UNTIL THEY CAN BE LOADED INTO A
TRUCK AND HAULED AWAY OR USED ON-SITE.
19. CONTRACTOR SHALL REGRADE/FINE GRADE THE AREAS IN THE BASIN TO PROMOTE POSITIVE DRAINAGE AND UNIFORM SHEET FLOW
TOWARDS THE RISER/BARRELL RESEED AND MAT/STABILIZE THESE AREAS AS NEEDED BASED UPON THE FINAL SLOPES IN THESE AREAS.
POND SHALL BE LEFT IN PLACE AND SHALL DRAIN THROUGH AS IF FLOWS ARE NOT BEING DETAINED/RETAINED UNTIL ADDITIONAL CI
PLANS FOR DISTURBANCE AND SITE IMPROVEMENTS ARE PROVIDED AND APPROVED BY THE STATE V]
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20. SITE STABILIZATION IS REQUIRED PRIOR TO FINAL APPROVAL AND CLOSE OUT DEGRADING PERMIT.GRASS UTILIZED AS PERMANENT
GROUND COVER MUST BE AT MOWABLE HEIGHT THAT GENERALLY PROVIDES AT LEAST 80%COVERAGE THROUGHOUT THE SITE,WITH F
NO LARGE BARE PATCHES OR EVIDENCE OF EROSION.ANY BARE SOILS BETWEEN THE DOWNSTREAM TOE OF THE BASIN(S)AND/OR
DIVERSIONS AND THE PERIMETER MEASURE WILL BE SEEDED AFTER SEEDBED PREP WITH SOIL AMENDMENTS,MULCH AND TACK.ALL BARE in
SOILS ARE TO BE STABILIZED UNDER CONDITIONS OUTLINED IN THE THE CURRENT NPDES PERMIT OR IF IT IS IN A CRITICAL AREA,BY THE w
END OF THE DAY
21. ONCE ALL AREAS ARE STABILIZED,CALL EROSION CONTROL OFFICER AT 919-791-4200 FOR INSPECTION AND APPROVAL TO REMOVE SILT
FENCE AND OTHER REMAINING EROSION CONTROL MEASURES.
22. PLACE TOPSOIL AND PERMANENTLY SEED OR OTHERWISE STABILIZE THE REMAINING DISTURBED AREAS PER THE PLANS.
23. WHEN THE PROJECT IS COMPLETE,THE PERMITTEES SHALL CONTACT NCDEMLR TO CLOSE OUT THE E&SC PLAN AND NO DISTURBANCE
HOME OR INFRASTRUCTURE SHALL OCCUR UNTIL ADDITIONAL PLANS AND APPROVALS ARE OBTAINED.
24 AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT,VIA INSPECTION REPORT,THE PERMITTEE SHALL VISIT
DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION(E-NOT).A$100 ANNUAL GENERAL PERMIT FEE WILL BE
CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT
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EROSION CONTROL NOTES: cn Cr)
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1. THIS SITE IS SUBJECT TO VANCE AND GRANVILLE COUNTY REQUIREMENTS. H Ir^1'
LEGEND NOMENCLATURE 2. ALL EROSION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA DEPT.OF ENVIRONMENTAL QUALITY STANDARDS.THE CURRENT STATE STANDARDS AND SPECIFICATIONS CAN BE FOUND 0
A.https://deq.nc.gov/about/djvisions/energy-mineral-land-resources/
LINETYPES NOTES SYMBOLS ABBREVIATIONS SYMBOLS energy-mineral-land-permit-guidance/erosion-sediment-control-planning-design-manu0L m Z
-X Ex CE Fence Construction Entrance/Exit ERB EXISTING REBAR FOUND TP TELEPHONE PEDESTAL D Drainage inlet(w/grate) 3. ALL APPLICABLE LAWS AND REGULATIONS REQUIRING DUE CARE AND TREATMENT OF CONSTRUCTION RELATED SEDIMENT LADEN Z
NRB NEW REBAR SET NP TELEVISION PEDESTAL RUNOFF SHALL APPLY AND BE STRICTLY ADHERED TO. LT-1
-W Ex.Waterline DD Temporary Diversion Ditch EIP EXISTING IRON PIPE OR PIN FOUND UP UTILITY POLE Ali Q I O z
NIP NEW IRON PIPE OR PIN SET WM WATER METER -�7`) Light Pole 4. SILT FENCE OUTLETS HAVE BEEN SHOWN AT LOCATIONS WHERE IT APPEARS SITE RUNOFF WILL POND OR DRAIN TO.ADDITIONAL Fy in
-SS Ex Sewerline 0Permanent Diversion Ditch ESF EXISTING STONE FOUND WV WATER VALVE OUTLETS SHALL BE PROVIDED AS NEEDED WHERE SITE CONDITIONS DIFFER AND STORMWATER PONDS DURING CONSTRUCTION F-y z O r 1
G Ex Gas EAF EXISTING IRON AXLE FOUND WS WATER SPIKET O Water Meter C4 ZIP Inlet Protection EMN EXISTING MAGNETIC NAIL FOUND M 5. ALL AREAS SHALL BE MULCHED OR OTHERWISE COVERED PER THE STABILIZATION CHART. 7 F C
-(THE- Ex Overhead Electric O NMN NEW MAGNETIC NAIL SET w Water Valve H z,x
T Ex Telephone 0Slope Blanket ECS EXISTING COTTON SPINDLE SPIKE FOUND 6. ALL SLOPES GREATER THAN 3:I SHALL BE COVERED WITH NORTH AMERICAN GREEN NAG)5150 OR APPROVED EQUAL ALL OTHER �y F-I rT,
NCS NEW COTTON SPINDLE SPIKE SET Fire Hydrant AREAS SHALL BE COVERED/MATTED AS SPECIFIED ON THE PLANS. yLy W
y,
SD� Ex Storm Drain SF Silt Fence ERS EXISTING RAILROAD SPIKE FOUND STABILIZATION TIMEFRAMES (n ¢o
O NRS NEW RAILROAD SPIKE SET 7. CONTRACTOR SHALL MAINTAIN AND REPLENISH THE CONSTRUCTION ENTRANCE AS NEEDED TO MAINTAIN EFFECTIVENESS AT Zy3,Z
€ -SF- Silt Fence ®Silt Fence Outlet ECM EXISTING CONCRETE MONUMENT FOUND ) Strew Wattle CLEANING TIRES OF CONSTRUCTION EQUIPMENT PRIOR TO EXITING THE SITE 0 W F NCM NEW CONCRETE MONUMENT SET Site Area Description Stabilization Timeframe Em'eptions
-LD Limited disturbance ENL EXISTING NAIL FOUND Silt Fence Outlet 8. ANY BORROW MATERIAL BROUGHT ONTO THIS SITE MUST BE FROM A LEGALLY OPERATED MINE OR ANOTHER APPROVED SOURCE d
©Straw Wattle(12"see demos) ® U w
SD Prop.storm drain NNL NEW NAIL SET ANY SOIL WASTE THAT LEAVES THIS SITE CAN BE TRANSPORTED TO A PERMITTED MINE OR SEPARATELY PERMITTED CONSTRUCTION
O Temporary SeedingInlet Protection Perimeter dikes,swales, SITES WITHOUT ADDITIONAL PERMITS UNDER NCGS 74-49(7)(D).DISPOSAL AT ANY OTHER LOCATION WOULD HAVE TO BE INCLUDED
CP COMPUTED POINT(NOT ON THE GROUND) 7days None
(Block&Gravel or ditches and slopes AS A PERMIT REVISION FOR THIS APPROVAL.
SS Prop.Sewerline CPM COMPUTED POINT AT LEANING ECMC3
Hardware Cloth) 22-043
G Pro Gas PS Permanent Seeding CPP CORRUGATED PLASTIC PIPE
p CL CENTERLINE High Quality Water(HQW)
L
t OHE- Prop.Overhead Electric TP Tree Protection Fence CO CLEAN OUT Outlet Protection/ Zones 7days None
ETB ELECTRIC TRANSFORMER BOX W2 Plunge Pool Riprop REVIEW PROJECT#:
3 W Prop.Water ©Concrete Washout Area FH FIRE HYDRANT If slopes are 10'or less in length
IV IRRIGATION VALVE ra Impermeable Liner Slopes steeper than39 7dys and are not steeper than 2:1,14 XX-XXX
g �n� Extents of Clearing/ ®Silt Bag Dewatering MBL MINIMUM BUILDING LIMITS days are allowed
P New Tree Line MHC MANHOLE COVER 111111111 Curb Inlet SHEET#:
8 nnn Existing Tree Line BM Blanket MattingN/F NOW OR FOMERLY 7days for slopes greater than 50'
[ Slopes 3.1 or flatter 14 days
OHL OVERHEAD UTILITY LINE(S) in length
-/H/- Bafleo OP Outlet Protection/Plunge Poo! PL PROPERTY LINE IFBollard ��1�1A
Diversion R/W RIGHT-OF-WAY Manhole All other areas with slopes None,except for perimeters and
�+ Temporary Slope Drain SSL SANITARY SEWER LINE(S) D 74 days
flatter than 47 HQwzone: