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WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UN INVOLVED ROADWAYS, STORM DRAINS, AND UTILITY EASEMENTS HAVE
BEEN GRADED AND CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY CORNERS OF ALL LOTS ARE REQUIRED TO BE STAKED BY A
LICENSED SURVEYOR PRIOR TO INSTALLING WATER AND SEWER SERVICE CONNECTIONS.
ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN AND THEN STABILIZED IN A WORK DAY SHALL BE DONE SO. IF STABILIZATION
DOES NOT OCCUR AT THE END OF THE WORK DAY, THEN APPROPRIATE EROSION, SEDIMENT, AND SAFETY CONTROLS SHALL BE INSTALLED,
A PRE -CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION. MATERIALS SUBMITTAL SHALL BE DELIVERED AND APPROVED
BY THE TOWN OF SOUTHERN PINES FOR WATER AND SEWER CONSTRUCTION PRIOR TO START OF WORK.
ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN UNTIL ACCEPTANCE OF THE COMPLETED WORK BY THE
TOWN. OPEN 'ENDS OF PIPES SHALL BE FITTED NTH WATER TIGHT DEVICES TO PREVENT ENTRANCE OF FOREIGN MATTER WHEN PIPE -LAYING
OPERATIONS ARE INTERRUPTED.
0. ALL PUBLIC SANITARY SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT OF WAY OR IN DEDICATED UTILITY EASEMENTS. MAINS
INSTALLED IN TOWN RIGHT OF WAY SHALL BE LOCATED IN THE CENTER OF PAVEMENT.
1. BEFORE THE SYSTEM MAY BE PUT INTO SERVICE THE TOWN WILL REQUIRE THE AS -BUILT INFORMATION FOR WATER; SEWER AND STORM
DRAINAGE: CONTACT TOSP GIS DEPARTMENT FOR REQUIREMENTS.
2. ALL TRANSITIONS IN PIPE MATERIAL SHALL HAVE RESTRAINED JOINTS, ALL RESTRAINED JOINTS SHALL BE INSPECTED BY THE TOWN'S
CONSTRUCTION INSPECTORS PRIOR TO BEING COVERED.
3. ALL FIRE HYDRANT LEGS SHALL BE DIP, BE RESTRAINED WITH THREADED RODS AND HAVE THRUST BLOCKING. ALL FH LEGS SHALL BE
INSPECTED BY THE TOWN'S CONSTRUCTION INSPECTORS PRIOR TO BEING COVERED.
4. ALL GRADES FOR ENTRANCES AND FIRE LANES SHALL BE FIELD VERIFIED BY THE FIRE DEPT. PRIOR TO ACCEPTANCE.` THE CONTRACTOR IS
RESPONSIBLE FOR COORDINATION WITH TESTING BY THE FIRE DEPARTMENT.
5. ALL UTILITIES SHALL BE ELECTRONICALLY LOCATABLE USING A LOCATING METHOD THAT IS GENERALLY ACCEPTED BY OPERATORS IN THE
PARTICULAR INDUSTRY OR TRADE IN WHICH THE OPERATOR IS ENGAGED.
TOWN OF SOUTHERN PINES
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND SPECIFICATIONS SHALL BE IN
ACCORDANCE WITH THE TOWN OF SOUTHERN PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE
MOST CURRENT UNIFIED DEVELOPMENT ORDINANCE (UDO). IN THE EVENT OF A CONFLICT BETWEEN METHODS,
MATERIALS, STANDARDS AND/OR SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO, THE UDO
GOVERNS UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY CHANGE IN APPROVED
PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN APPROVAL. PUBLIC SANITARY SEWER AND UTILITY
EASEMENTS SHALL BE RECORDED PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A CERTIFICATE OF
OCCUPANCY BY THE TOWN.
APPROVAL OF THESE PLANS IN NO WAY IS MEANT TO RELIEVE THE DESIGN
PROFESSIONAL OF HIS OR HER RESPONSIBILITY FOR PROJECT DESIGN
Index of Drawings
Sheet Number
Sheet Title
C1.0
COVER SHEET
C1.1
GENERAL NOTES, ABBREVIATIONS, AND LEGEND
C1.2
INDEX SHEET
C2.0
DEMOUTION PLAN
C2J
DEMOLITION PLAN OFF SITE - A
C2.2
DEMOLITION PLAN OFF SITE - 8
C2.3
EROSION CONTROL PLAN - INITIAL
C2.4
EROSION CONTROL PLAN - INITIAL OFF SITE - A
C2.5
EROSION CONTROL PLAN - INITIAL OFF SITE - B
02.6
EROSION CONTROL PLAN - FINAL
C2.7
EROSION CONTROL PLAN - FINAL` OFF SITE - A
C2.8
EROSION CONTROL PLAN - FINAL OFF SITE - B
C2.9
EROSION CONTROL NOTES
C2.10
NC CONSTRUCTION GENERAL PERMIT (NCGO1) NOTES
C3.0
SITE PLAN
C3.1 `
SITE PLAN OFF SITE - A
C3.2
SITE PLAN OFF SITE - B
C3.3
SITE PLAN - TRUCK TURN
C4.0
GRADING & DRAINAGE PLAN
C4.1
GRADING & DRAINAGE PLAN OFF SITE - A
C4.2
GRADING & DRAINAGE PLAN OFF SITE - B
C4.3
GRADING' AND DRAINAGE NOTES
C4.4
STORM SEWER PROFILE
C4.5
STORM SEWER PROFILE
C4.6
STORM SEWER PROFILE
C4.7
STORM SEWER PROFILE
C5.0
UTILITY PLAN
C5.1
SANITARY SEWER PROFILE
C5:2
WATER PROFILES
C5.3
WATER PROFILES
C6.0
EROSION CONTROL DETAILS
C6.1
EROSION CONTROL DETAILS
C6.2
CONSTRUCTION DETAILS
C6.3
CONSTRUCTION DETAILS
C6.4
CONSTRUCTION DETAILS
C6.5
SEWER DETAILS
C6.6
WATER DETAILS
C6.7
STORMWATER MANAGEMENT DETAILS
C6.8
STORMWATER MANAGMENT DETAILS
C7.0
LANDSCAPE PLAN
C7.1
LANDSCAPE DETAILS
C8.0
LIGHTING PLAN
C8.1
LIGHTING PLAN DETAILS
C8.2
LIGHTING PLAN DETAILS
SITE DATA TABLE
PROJECT NAME: ACE HARDWARE STORE - PHASE I
PRELIMINARY DEVELOPMENT PLAN: PD-02-22
OWNER: SOUTHERN PINES ACE LAND COMPANY, LLC
OWNER EMAIL CONTACT: RSAUNDERSOSOUTHERNPINESACE.COM
ENGINEER: BOWMAN NORTH CAROUNA, LTD.
ENGINEER EMAIL CONTACT: [e-mail]
PROJECT ADDRESS:3141 AIRPORT ROAD
LATTTTUDE: 35D13'33.27"
LONGITUDE:-79D24'16,80"
PARCEL ID#:857300963887 / 857300974411
PIN:00033604 / 00033603
DEED BOOK & PAGE: 5749 & 375 / 5782 & 400
LOT SIZE:13.46AC
DISTURBED AREA: 13.OAC
CURRENT ZONING: PD
PARKING PROVIDED:181
WATERSHED: CAPE FEAR
RECEIVING WATER COURSE: MILLS CREEK
STREAM CLASSIFICATION: WS-III,B; HOW.®
RIVER BASIN: CAPE FEAR
HQW;
Y N
FLOOD ZONE (FEMA PANEL #, DATE): 3710857300J, 10/17/2006
EXISTING IMPERVIOUS AREA:
0.36 AC
2.67%
PROPOSED IMPERVIOUS AREA:
7.28 AC
54.09%
TOTAL IMPERVIOUS AREA:
7.28 AC
54.09%
TOWN OF SOUTHERN PINES
APPROVED FOR CONSTRUCTION
BY DATE PERMIT #
PUBLIC WORKS (TOWN)
PLANNING/ZONING (TOWN)
FIRE (TOWN)
2000
WATER MAIN SUMMARY
REPORT
DESCRIPTION
MATERIAL
LENGTH
TOWN/PRIVATE
WATER MAIN
SDR21 PVC
N/A
N/A
PC350 DIP
N/A
N/A
811
C900 SDR18 PVC
634 LF
TOWN
6"
C900 SDR18 PVC
1174 LF
TOWN
2"
C900 SDR18 PVC
370 LF
TOWN
DESCRIPTION
SIZE
QUANTITY
WATER SERVICES
811
0
6"
1
211
1
VALVES
8"
5
6"
s
2"
4
HYDRANTS
6
VICINITY MAP
t�
7
a"
STREET SUMMARY REPORT
DESCRIPTION
MATERIAL
LENGTH
STREETS
TOWN
N/A
N/A
PRIVATE
ASPHALT
2852 LF
CURB AND GUTTER
TOWN
N/A
N/A
PRIVATE
CONCRETE
7198 LF
SIDEWALK
TOWN
N/A
N/A
PRIVATE
CONCRETE
1957 LF
STORM SEWER SUMMARY REPORT
DESCRIPTION
MATERIAL
LENGTH
TOWN/PRIVATE
PIPE
t5"
HP STORM
638 LF
PRIVATE
18"
HP STORM
452 LF
PRIVATE
24"
HP STORM
1102 LF
PRIVATE
DESCRIPTION
TYPE
QUANTITY
STORM BOXES
JUNCTION
1
INLET
16
SEWER MAIN SUMMARY REPORT
DESCRIPTION
MATERIAL
LENGTH
TOWN/PRIVATE
SEWER MAIN
8"
EPDXY LINED PC350
DIP
N/A
N/A
8n
SDR 35 PVC
42 LF
TOWN
DESCRIPTION
SIZE
QUANTITY
SEWER SERVICES
410
1
610
N/A
MANHOLES
4'
N/A
5'
1
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SUBMISSION
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2ND SUBMISSION
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3RD SUBMISSION
DATE
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DESIGN
DESCRIPTION
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SCALE
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OB No.
220064-01-001
DATE
JULY 14, 2022
FILE No.
SHEET
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I 1 APPROXIMATE 8" DEMOLITION KEYNOTES
I PVC WATER LINE
LOCATION
1 �4 TO BE VERIFIED 1D Remove trees and root system
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O2 Remove existing building and foundation
Remove fence, post, and foundation
N:537,344,83 ®Remove all existing shrubs, and debris
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DEMOLITION LEGEND
TREE PROTECTION DETAIL: CAUTIONARY NOTE: ETR EXISTING TO REMAIN
SEE LANDSCAPING DETAIL FOR TREE PROTECTION ON SHEET C1.8. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS
DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED ETD EXISTING TO BE DEMOLISHED/REMOVED EROSION CONTROL NOTES:
CONTRACTOR NOTES: DURING THE FIELD SURVEY PORTION OF THIS PROJECT. AS SUCH, THIS AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE
INFORMATION IS SPECULATIVE IN NATURE ONLY AND SHOULD NOT BE CONSTRUED ETA EXISTING TO BE ABANDONED IN PLACE REQUIRED BY TOWN OF SOUTHERN PINES PRIOR TO START OF
PRIOR TO START OF ANY CONSTRUCTION ACTIVITY, CONTRACTOR MUST CONTACT THE NC ONE -CALL AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR CONSTRUCTION,
CENTER. WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF ETRL EXISTING TO BE RELOCATED
THE UNDERGROUND UTIUTIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SURVEY NOTE:
THE START OF ANY AND ALL CONSTRUCTION.X�i' ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
GENERAL NOTES EXISTING TREE TO BE REMOVED TAKEN FROM A LAND SURVEY PREPARED BY: BOWMAN.
UTILITY STATEMENT:
AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR THE OF DISTURBANCE STREATHE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY IWETLAND NOTE.
STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE THERE ARE NO EXISTING STREAM AND OR WETLAND FEATURES
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES M-11
/ A
PROTECTION AREA DEFINED IN SECTION 4.3.13 (A) AT THE SAME TIME AS OTHER EROSION CONTROL EXISTING ASPHALT/CONCRETE/GRAVEL TO BE ON THE PROPOSED PARCEL.
MEASURES ARE INSTALLED, THE TREE PROTECTION FENCING SHALL' BE INSTALLED ON THE SIDE OF THAT 111E UNDERGROUND UTILITIES COMPRISE. ALL SUCH UTILITIES TN THE AREA, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT DEMOLISHED/REMOVED
THIS CUT FARTHEST AWAY FROM THE TREE TRUNK. THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED FLOOD ZONE NOTE:
ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS EXISTING BUILDING OR STRUCTURE THE PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON
?- FEMA FLOOD PANED 3710857300J, DATED OCTOBER 17, 2006.
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE, THE SURVEYOR HAS TO BE DEMOLISHED�REMOVED MAPS SUBJECT TO CHANGE BY FEMA.
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
EXISTING CURB AND GUTTER TO BE REMOVED
EXISTING UTILITY TO BE REMOVED
Cad file name: P: 058-rhetson companies 019-ace hardware, southern pines, nc engineering\engineering plans\construction documents\058-019-DMO.dwg
DEMOLITION NOTES
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO
DEMOLITION.
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE
PLANS AND AS DIRECTED BY THE OWNER.
3. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES
REQUIRED FOR DEMOLITION AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES.
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS
REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
5. THE DEMOU11ON PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS
NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR
SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER
EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND
AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO BOLLARDS, GAS METERS, AIR
CONDITIONING UNITS, SIGNS, CURBS, SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
'7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS,
LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN
APPROVED. LANDFILL.
8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC,
AND TELEPHONE AS SHOWN, THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY
COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND
VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY
TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS
OTHERWISE NOTED, ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR
SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING
TO BE REMOVED, CUT OR PLUGGED.
10. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND
REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE
UTILITY COMPANY,.
11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO
BEGINNING DEMOLITION WORK.
12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN IN
PLACE.
13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING
ROAD SURFACE. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG
LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT.
15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE
RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
16.. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE
OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN
AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL
ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE
UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE
PROCEEDING FURTHER NTH WORK IN THIS AREA.
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED
HAZARDOUS MATERIAL CONTRACTOR.
19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL
TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY
AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH
FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF
THE SITE.
2000
I VICINITY MAP
01 Q
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STATUS
7/14/22INITIAL
SUBMISSION
0/27/22
2NDSUBMISSION
1 /21 /22
3RD SUBMISSION
DATE
CP
DESIGN
DESCRIPTION
CID XXX
DRAWN CHKD

DEMOLITION KEYNOTES
ORemove trees and root system
O2 Remove existing building and foundation
0 Remove fence, post, and foundation
Remove all existing shrubs, and debris
,y Remove existing sidewalks
r © Remove existing concrete curb
Remove existing driveway approaches
®Remove existing pavement
Remove existing utilities - coordinate with appropriate
service provider to remove existing service lines
99
1 APPROXIMATE 8
PVC WATER LINE
q LOCATION
(TO BE VERIFIED
IN THE FIELD)
9 `'fie
oH� N: 537,344.83
E: 1,879,111.61
Z=452.94
y"� \ BENCHMARK: TOP CONIC. MONUMENT
�\ NAVD Bs
W 11'06"W
` ti➢SI
> 0
S47 08'16'E
INC_ _ W ��ti SANCH S 9MITY COLLEGE
Apo
r r 3.2Z,LZAOs
64
INV=456,23
18'RCP
:y
V 456.44
iYL&S NOGG 11A1SiEW PARK, ilx
4705MB & 3914/109
E573-OW--4411
ZONIM d 6573-0�7 6238�
( IK792 SF (4.49 AC)
0111
GRAPE ARBOR 1"
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F
DEMOLITION PLAN OFFSITE A
p
j
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DEMOLITION LEGEND
TREE PROTECTION DETAIL: CAUTIONARY NOTE: ETR EXISTING TO REMAIN
SEE LANDSCAPING DETAIL FOR TREE PROTECTION ON SHEET C1.8. THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS
! DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED ETD EXISTING TO BE DEMOLISHED/REMOVED EROSION CONTROL NOTES:
CONTRACTOR NOTES: DURING THE FIELD SURVEY PORTION OF THIS PROJECT. AS SUCH, THIS AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE
INFORMATION IS SPECULATIVE IN NATURE ONLY AND SHOULD NOT BE CONSTRUED ETA EXISTING TO BE ABANDONED JN PLACE REQUIRED BY TOWN OF SOUTHERN PINES PRIOR TO START OF
PRIOR TO START OF ANY CONSTRUCTION ACTIVITY, CONTRACTOR MUST CONTACT THE NC ONE -CALL AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
CONSTRUCTION,.
CENTER. WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF ETRL EXISTING TO BE RELOCATED
THE UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO SURVEY NOTE:
THE START OF ANY AND ALL CONSTRUCTION. r
t",, EXISTING TREE TO BE REMOVED ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
GENERAL NOTES .��' TAKEN FROM A LAND SURVEY PREPARED BY: BOWMAN.
UTILITY STATEMENT:
mam�.g LIMITS OF DISTURBANCE
AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR STREAM/WETLAND NOTE:
I STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES THERE ARE NO EXISTING STREAM/AND OR WETLAND FEATURES
6 PROTECTION AREA DEFINED IN SECTION 4.3.13 (A) AT THE SAME TIME AS OTHER EROSION CONTROL m EXISTING ASPHALT/CONCRETE/GRAVEL TO BE ON THE PROPOSED PARCEL.
MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH UTILITIES IN THE AREA,, EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT DEMOLISHED/REMOVED
THIS CUT FARTHEST AWAY FROM THE TREE TRUNK. FLOOD ZONE NOTE:
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED El
THE PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON
ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS EXISTING BUILDING OR STRUCTUREACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS TO BE DEMOLISHED/REMOVED FEMA FLOOD PANED 3710857304J, DATED OCTOBER 17, 2006.
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. MAPS SUBJECT TO CHANGE BY FEMA.
EXISTING CURB AND GUTTER TO BE REMOVED
EXISTING UTILITY TO BE REMOVED
I,
Cad file name: P:\058-rhetson companies\019-ace hardware, southern pines, nc engineering engineering plans\construction documents7058-019-DMOadwg ,
x'
E.
DEMOLITION NOTES
1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO
DEMOLITION. ic
2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE
PLANS AND AS DIRECTED BY THE OWNER.
3. 1T WILL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES
REQUIRED FOR DEMOU11ON AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES,
4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS
REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND U11UTY WORK. IT IS
NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR
SHALL COORDINATE WITH THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER
EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND
AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO BOLLARDS, GAS METERS, AIR
CONDITIONING UNITS, SIGNS, CURBS, SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
7, REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS,
LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN
APPROVED LANDFILL.
8. REMOVE. AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC,
AND TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY
COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND
VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
9. THE CONTRACTOR SHALL CUT AND PLUG, OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY
TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN, AS REQUIRED, OR AS
OTHERWISE NOTED. AU SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR
SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING
TO BE REMOVED, CUT OR PLUGGED.
10. THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND
REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE
UTILITY COMPANY. 00
{fs cc 1-n
11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO c ® c
BEGINNING DEMOLITION WORK. — w
z cc
12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES TO REMAIN INcc
PLACE. z m Cn (D u.
13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING
ROAD SURFACE. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG
LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED. m
14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT.
15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE
RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE
OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN
AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL
ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED,
17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE
UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE
PROCEEDING FURTHER WITH WORK IN THIS AREA. uj
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED
HAZARDOUS MATERIAL CONTRACTOR.
Q
19. THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL UL
TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BYLi- io
AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH
FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS. p�
20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF
I�
THE SITE. < 0
CL
4/ d
VICINITY MAP I-
z
2Uj 0
OQ��®
SITE
I
BEFORE YOU DIG
STOP�3
CALL 1-500-632-4949 y
N.C. ONE -CALL CENTER !
IT'S THE LAW Know hat S below.
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SEAL
i 041571
0
PLAN STATUS
7/14/22INITIAL
SUBMISSION
0/27/22
2ND SUBMISSION
1 /21 /22
3RD SUBMISSION
DATE
CP
DESIGN
DESCRIPTION
CP XXX
I DRAWN CHKD

�7 �.. �"'`a � ` I 4� z>��xy�,i;,r\%`�''x ?xx��i,.�� _ 3/�:.�,.,,r,�i'�•%%'+� la,� _.... �..m..._�.. \
KEYNOTES ,�{,
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4✓4 r `
i �\� DEMOLITION DEMOLITION NOTES
w
tas
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�. --
1 Remove trees and root system 1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO
,r \ TT . a °, DEMOLITION.
Ur�A'E �,, � .� i N89i9'22 E � O Remove existingbuilding and foundation
._._.e.x x x - x x -- -� A x �X - -- � _ � � 1 ` � 31, 2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE
r Remove fence, post, and foundation PLANS AND AS DIRECTED BY THE OWNER.
--..- W __ ® Remove all existing shrubs, and debris
o-----�-- �-° -�"`" � � 3a1�£,�Z.IOS � n r 3. IT WILL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN ANY PERMITS AND PAY FEES
-"PE REQUIRED FOR DEMOU11ON AND HAUL -OFF FROM THE APPROPRIATE AUTHORITIES.
N u s _ - t e �\ ° ®Remove existing sidewalks Q
-y g ( C�j `� _ _ -� 4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS
Fr `I- i`��T�T Remove existing concrete curb REQUIRED PRIOR TO THE COMMENCEMENT OF DEMOLITION.
® 1 I II I r I I 1 I I I I I J I I EX.CO 4
j� I I i I I I I I I i I 1 i 1 I I ( i i I - n Km
Q E 5M3i f I ! I I I I I i I I I I I i! i { RIM-lrs2.7 s''`1�1 O Remove existing driveway approaches
! i g I INV.IN®455.65 5. THE DEMOLITION PLAN IS INTENDED TO DEPICT GENERAL DEMOLITION AND UTILITY WORK. IT IS
�--I °- 5•41 S01'25'28'E T> s AT ' _ NOT INTENDED TO IDENTIFY EACH ELEMENT OF DEMOLITION OR RELOCATION. CONTRACTOR
INV•OUT 455.15 ` `� ® Remove existing pavement N N
, I`1V.IN=449.30 i 36.00' S' j --8532 5 i g. SHALL COORDINATE ►MITI THE OWNER AND APPROPRIATE UTILITY COMPANY PRIOR TO WORK.
343,32 _= 1 t I I ° V.CJI 449.14 ram: : no s 1
S01 i 8' „ 55 4 w j
U f ,. �- - Remove existing utilities - coordinate with a ro riate
44 W � - j i /I �`•��I I���, �` I; �� u� �tAa.l I I I I I I w� I '�I CONVERT CATCH BASIN � � 9 appropriate
I1 I I I ((� I \ service provider to remove existing service lines 6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER
' �12 3 W i PAk WME T` I
_ I I ,Ni n !il s I!! >, I I I I I! I III �� I m TO MANHOLE
x - " r i Ii of I' L JaJ _ 1 e 1 _ L _ L _ L _ L_i_J EXISTING BUILDINGS, INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND
-v� \,- -- ----_-_'� �, /, I i nl lu _-=-=====-- ; I \•, AROUND THE PROPERTY INCLUDING BUT NOT LIMITED TO BOLLARDS, GAS METERS, AIR
_ x' CONDITIONING UNITS, SIGNS, CURBS, SIDEWALKS, ELECTRIC METERS, FENCING, ETC.
_ I i!
.�. :-- ....�_. ;� .:.m..Y_.x _�___-x--�---x x x �®. � I ! i N>3$'35'0 � 11 I- -
r--�=-r---�--, ]TUT[IT
� ..� � I I �`� I u! CONVERT CATCH BASINi 1 II i �� ` 1111iS.43' it la i I 7. REMOVE AND DISPOSE OF ANY SIDEWALK, FENCES, STAIRS, WALLS, FOUNDATIONS, CONDUITS,
M-] i I i° J _ II
C, ill
�� i i TO MANHOLE i
TTm �, Ii I I Al I� I ° LIGHT POLE BASES, DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN
�\III I° i L, I °
APPROVED LANDFILL.
� �. V1 I fl
Arg, '9, JI 1= i I v r� 1 j
\ j Id RI 90 a/ I-- -- - i �` it rsa -- - - - - - - �- �'. / a / ' _ J I I g 8. REMOVE AND/OR PLUG EXISTING UTILITIES SUCH AS SANITARY SEWER, WATER, GAS, ELECTRIC,
- _
le B623929 E a - _ , ? �i
/ > / i R ° AND TELEPHONE AS SHOWN. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY
i / �< (' C;91r43''/ �® y�- 1 ,I,f r it i \ +
��3 1" �, �� % ` �/a �- ,, y,r I, I i EX,CI3 5U0 COMPANY TO COORDINATE REMOVAL OF ALL UTILITIES AND FOR DETERMINING HORIZONTAL AND
/ /' o / >' �-� y I ° VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
1N =� 54.73
�, /< SSMH _ 9. THE CONTRACTOR SHALL CUT AND PLUG OR ARRANGE FOR THE APPROPRIATE UTILITY COMPANY
J / RIMw43.17 li I Ii 1 TO CUT AND PLUG ALL SERVICE PIPING AT THE STREET LINE OR MAIN AS REQUIRED, OR AS
iNV.IN=445.21 Iq in ' I II � 1 I it \ OTHERWISE NOTED. ALL SERVICES MAY NOT BE SHOWN ON THIS PLAN. THE CONTRACTOR
INVJN=445.22 L--- - - II I ! II II + t\
I SHALL INVESTIGATE THE SITE PRIOR TO BIDDING TO DETERMINE THE EXTEND OF SERVICE PIPING
\ S414618 W b %y INV.0UT44 .62 ! \J
\ ' u „Y---Ji ETU , I' TO BE REMOVED, CUT OR PLUGGED.
��� \/' j S334831 E
_ \ �- -- _ `_� ' �! ! - CONVERT YARD INLET f 10, THE CONTRACTOR SHALL ARRANGE FOR RESETTING OF CURB BOXES, VALVE BOXES AND
' / / i p. r 29.77 / / / / 1 II 1 r °I � ! it l
3MA1E FIRE HYDRANT i \ o ° , J / / - j Y� / �. V�-_ _ L
r�
/ \r / i �� /„'k , i i TO MANHOLE j ! _, 4 REMOVAL AND/OR RELOCATION OF OVERHEAD UTILITIES AND POLES WITH THE APPROPRIATE
1% ,�/ �� / o✓ it -- - ! ILL
I lil
L UTILITY COMPANY.
VERIFIED IN THE t s
�1� i EX.G9 +rIaO R
II ° RI�1=40+58 T ' 11. INSTALL ALL EROSION AND SEDIMENT CONTROL DEVICES AND TREE PROTECTION PRIOR TO
;, ///•\\ \\ ji i' :� ° � ,� � ,� ;. S33'5541�h / / ,. ,, „� DI ___ I I �
INV-454,32
9.72' - "f I BEGINNING DEMOLITION WORK.
SSViH / , � 4 � aSkIH \ i3 �I if � � ,✓ /
RIM-448.41 12. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTIU11ES TO REMAIN IN
R11 =113.39 �` III I '� r' PLACE.
c / i } ! a ,r / � / S42'3 ' 4 E � �\�l !I - - I
INV sN-432,49 / / i ! , f L i I r _ ,
f A 33.24 iNV.IN=44t.47 �� ;� - _ i i {
INV iN -439.69 INV.Ot1Tm440.29�/'
IN`LIN432.5i "�_, f y �' , % gO ��-----III w, 13. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING
NV,OUT=432.34 \` J , '� / / , / B S38'12'27„E , , \°a °I !' II Ili "�
L > f ' �� � / � �y\ r 4><'� � j ROAD SURFACE. FINISH SURFACE TO BE REMOVED OR DEMOLISHED SHALL BE CUT ALONG
\ , / o e / / / C 33.21 j+ ++
`� ✓ / ,'�' CONVERT CATCH BASIN / 1 > LINES OF JOINTS WHICH WILL PERMIT A NEAT SURFACE WHEN RESTORED.
�I TO MANHOLE
Ji L--- -- ---- _- I� ,� , - 14. SAWCUT AT INTERFACE OF PAVEMENT OR CURB TO REMAIN. SAWCUT EXISTING PAVEMENT.
-ejh
,,' EX.CO '1QO >' '� �` 15. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE
/ L/ RIM=462>67 v
, j - RESTORED TO ITS ORIGINAL CONDITION AT THE SOLE EXPENSE OF THE CONTRACTOR.
16. DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE
_ _ _-�_ _ ✓' OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN
y�'� fj I ! i ! ! f _, --'! ' + AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL
ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED.
ETD " - 17. SHOULD ANY UNCHARTED OR INCORRECTLY CHARTED EXISTING PIPING OR OTHER UTILITY BE
\ f��...
�v, UNCOVERED DURING EXCAVATION, CONSULT THE ENGINEER IMMEDIATELY FOR DIRECTIONS BEFORE
PROCEEDING FURTHER WITH WORK IN THIS AREA.
18. ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED
' HAZARDOUS MATERIAL CONTRACTOR.
19, THE PROPERTY SELLER SHALL PUMP OUT BUILDING FUEL, GREASE TRAPS, AND WASTE OIL
EX.C8 TANKS (IF ANY ARE ENCOUNTERED) AND REMOVE FUEL TO AN APPROVED DISPOSAL AREA BY
RIM=46231 AN APPROPRIATELY LICENSED WASTE OIL HANDLING CONTRACTOR IN STRICT ACCORDANCE WITH
T EX,
RIM= 459.12 FEDERAL AND STATE REQUIREMENTS BEFORE CONSTRUCTION BEGINS.
! °
EX.=I 20. THE CONTRACTOR SHALL PROPERLY AND LEGALLY DISPOSE OF ALL DEMOLITION DEBRIS OFF OF
y
FiIMa456.32 THE SITE.
DEMOLITION LEGEND
TREE PROTECTION DETAILS
CAUTIONARY NOTE:
ETR
EXISTING TO REMAIN
SEE LANDSCAPING DETAIL FOR TREE PROTECTION ON SHEET C1.8.
THE LOCATIONS OF ALL EXISTING UNDERGROUND UTILITIES SHOWN ON THIS
DRAWING ARE BASED ON ABOVE GROUND EVIDENCE OR INFORMATION GATHERED
ETD
EXISTING TO BE DEMOLISHED/REMOVED
CONTRACTOR NOTES:
DURING THE FIELD SURVEY PORTION OF THIS PROJECT. AS SUCH, THIS
A ON S SP CULA11VE IN NATURE ONLY AND SHOULD NOT BE CONSTRUED INFORM 11 I E R S
ETA
EXISTING TO BE ABANDONED IN PLACE
PRIOR TO START OF ANY CONSTRUCTION ACTIVITY, CONTRACTOR MUST CONTACT THE NC ONE -CALL
AS FACT. THERE MAY ALSO BE OTHER EXISTING UNDERGROUND UTILITIES FOR
CENTER.
WHICH NO ABOVE GROUND EVIDENCE WAS OBSERVED. THE EXACT LOCATIONS OF
ETRL
EXISTING TO BE RELOCATED
THE 'UNDERGROUND UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO
THE START OF ANY AND ALL CONSTRUCTION.
r
EXISTING TREE TO BE REMOVED
GENERAL NOTES
11LSTATEMENT.W`
U ITY
AT THE START OF GRADING INVOLVING THE LOWERING OF THE EXISTING GRADE AROUND A TREE OR
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY
z , ,
LIMITS OF DISTURBANCE
' STRIPPING OF TOPSOIL SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE
' A CLEAN, VE
PROTECTION. AREA DEFINED IN SECTION 4.3.13 (A) AT THE SAME TIME AS OTHER EROSION CONTROL
INFORMATION AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEES
EXISTING ASPHALT/CONCRETE/GRAVEL TO BE
MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING, SHALL BE INSTALLED ON THE SIDE OF
THAT THE UNDERGROUND UTILITIES COMPRISE ALL SUCH U11LITIES IN THE AREA
EITHER IN-SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT
= �
DEMOLISHED/REMOVED
' THIS CUT FARTHEST AWAY FROM THE TREE TRUNK.
THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT LOCATION INDICATED
ALTHOUGH THE SURVEYOR DOES CERTIFY THAT THEY ARE LOCATED AS
-' y
EXISTING BUILDING OR STRUCTURE
ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS
Ll _.y_J,
TO BE DEMOLISHED/REMOVED
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES.
EXISTING CURB AND GUTTER TO BE REMOVED
EXISTING U1ILITY TO BE REMOVED
Cad file name: PI 058-rhetson companies 019-ace hardware, southern pines, nc engineer°ng\engineer°ng plons\construction documents7056-019-DMO.dwg
EROSION CONTROL NOTES:
AN EROSION AND SEDIMENTATION CONTROL PERMIT SHALL BE
REQUIRED BY TOWN OF SOUTHERN PINES PRIOR TO START OF
CONSTRUCTION,
SURVEY NOTE:
ALL EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION
TAKEN FROM A LAND SURVEY PREPARED BY: BOWMAN.
STREAM/WETLAND NOTE:
THERE ARE NO EXISTING STREAM/AND OR WETLAND FEATURES
ON THE PROPOSED PARCEL
FLOOD ZONE NOTE:
THE PROPERTY IS LOCATED IN FLOOD ZONE X AS SHOWN ON
FEMA FLOOD PANED 3710857300J, DATED OCTOBER 17, 2006.
MAPS SUBJECT TO CHANGE BY FEMA.
VICINITY MAP
BEFORE YOU DIGS
STOPh
CALL 1-800-631-4949 �
N.C. ONE -CALL CENTER KnowIT'S THE LAW what's below.
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PLAN STATUS
7/14/22INITIAL
SUBMISSION
0/27/22
2ND SUBMISSION
1 /21 /22
3RD SUBMISSION
DATE
CP
DESIGN
DESCRIPTION
CP XXX
DRAWN CHKD
( IN FEET )
I inch _ 50 ft .2
SHEET

APPROXIMATE 8'
v 3 PVC WATER LINE
LO�,A LION
(9O BE VERIFIED
IN TGIF FIELD)
- c
s
' \ CONSTRUCTION
E TEMPORARY DIVERSION#2
DITCH#1 ADJUST LOCATION LIMITS OF ENTRANCE
i AS NECESSARY TO MAINTAIN DISTURBANCE °
f POSITIVE DRAINAGE TO
SKIMMER BASIN ' RAIN GAUGE c \
+ SANDHILLS c UNITY COLLEGE SILT FENCE LIMITS OF TEMPORARY &PLAN BOX
937 62 DISTURBANCE SILT FENCE
PIN:8573-1 -8871 OUTLET ~\
' SILT FENCE ZONING: o:
! USE: COMMUNI COLLEGE -
OUTLET
LIMITS OF 1 f / CONCRETE \
M
l � .,����„�.�'���.��r ,..��: � TEMPORARY
DISTURBANCE r -- -� {Jrn-� trey WASH AREA �`-h`w, \� SILT FENCE
SANDHiLLS COMMUNITY COLLEGE
�' ` i PIN:85733--08487-8977
SILT FENCE
a '
OUTLET
\ \ DIVERSION DITq� TO BE
�o
STABILIZED WITHIN 7 DAYS
1 \ ` 1 , \ ACCORDING T'O STABILIZI TION\ \ ,,� � r 1 \ � y '~ - 45a •'\ y ' ,�
TREE PROTECTION MEFRE RUIREMENTFENCE
TEMPORARY ``-� l j \ \ \ \�. / \ \ \ c y �•
SILT FENCE \1 p i l r� I {# \ +.SO
^�
r 1 f
TEMPORARY `•, \ V" \
I �''. \ l 18"RCP
2CY CLASS B RIP -RAP \ \ / \ Flw SILT FENCE • \ G
AT DITCH ENTRANCE
TO SKIMMER BASIN
\ V=456.44
1 \ TYLER'S RIDGE BUSINESS PARK, LLC SKIMME BASIN 0 / ' ' 4705/265 & 3914/109
\ \ O I 1 y w I PIN:8573-0097-4411 &
8573-0097-6238
ZONING: PD
195,792 SF (4.49 AC)
O ' 5 DEVICE IcY / (
,
SILT FENCE i I �° (F%ti-� r t
OUTLET I I FMERGENC -- ,�� r , V .. r -
SPILLWAY�� _ ..o.,. _.-..._..,— _... _,.- — .--... _.._
GRAPE ARBOR ._ -., _.... � _ — _
f + \
m` _ - _
1 � / � � WELL
X f �„ ...o.._- � ,_,...-....--Q-- --' .-.- � v � \••\\\� � '���
a _ 6IN r
TREE PROTECTION X I , r / r I ti�vr I M -� ` I �� •
FENCE ( I 0 . \
1 SOUTHERN PINES ACE LAND COMPANY, LLC HV,/ i0—.o>/ \ w� e
,
f 5749/375
' 1 t HP
PIN:8573-0096-3887
ZONING PD
417,655 SF (9.59 AC) �AV
EXTEND SKIMMER PIPE TO -NATURAL l ; - / I r2CY CLASSB Rl -RAP \ I I TEMPORARYOPTIC ,\` -CAB
GRADE 1CY CLASS / ( ( I i I / l , I
6 t BAFFLE (TYP) D ! I WELL \ , TE BOX
AT ITCH ENTRANC III �� SILT FENCE,
B RIP -RAP OVER I I I I_:.._I
I TO SKIMMER BASIN
FILTER FABRIC AT , � , � \ � I �J "'" + \• r � \
\ \ CONC. PAD
OUTLET
rl
FRAhL`D DWELL I
I w 1 Ir .ea
C H IVGARAGE J
SILT FENCE ��� ! / 1 , _ ---__ ---- - i I � -
OUTLET a J 1 r r'dv
^� �, r
N 0 I GRAVE AfR6,�{� 1
�j
R
c
EROSION CONTROL LEGEND
REFER TO DETAIL SHEET FOR CONSTRUCTION REQUIREMENTS
4) HORSESHOE INLETC3 TEMPORARY INLET
PROTECTION PROTECTION
1=1 TEMPORARY SILT CHECK DAM
FENCE OUTLET
FILTER BAG PUMP
RIP RAP APPRON SKIMMER DEVICE
X X X TEMPORARY SILT FENCE
—®® TREE PROTECTION FENCE
TEMPORARY DIVERSION DITCH
LIMITS OF DISTURBANCE
STABILIZATION
TIMEFRAME
SITE AREA
TIMEFRAME
STABILIZATION
DESCRIPTION
EXCEPTIONS
BASIN & TEMPORARY
IMMEDIATELY
NONE
DIVERSION DITCHES
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
9.1
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
SOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50FT IN LENGTH
ALL OTHER AREAS WITH
NONE, EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HQW ZONES
4.1
GROUND COVER REQUIREMENTS:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION —CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, ACCORDING TO THE FOLLOWING CHART, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PROVISIONS FOR
PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING
CHART FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
BMP LEGEND
FLOW ARRROW
EX.CE3
RIM=461.42
m7 X
WI .-•.-!-rt4--�r^�----w-aroe---'�*�- ,�----,er;-..„..Y -r N s
TREE PROTECTION
I
I
FENCE _ r __�..�._. t �-
� M � I I 1 I �' (r � "-,,``°\ � � >\ 0I a�1 i � � ji--;--1--�--�- T---;=- t--�--T--I--i--I---;--j-�-%r-TAT T
1 1 l Ili I I I I I I I I I I I �I I I I I I I I it
`M)-
THE SHOPS AT j9YLE/43 RI
dV.IN=449.3 5159/43]4 M11 j I
o a 1 l - ZONING PD 1
- ' / PIN:8573 0097-8532
d V.OUT 4+ .11 -'t
=�i it=may i WE: KTAILI I I I I I I
11I
3918
�
vr \
., _ I ! ;
-�lUil'TYLERS i1_L_L_LJIf
/351 MDC NC3, LP
5746/327 SOUTHERN PINES ACE LAND COMPANY LLC
4571/
%�-89u -
II
UU'U
°
SE: APARTMENTS SILT FENCE ZONING: PoT .. II► c� T
---...�:_vUiuUI]IuIfIII1liIIl! II1IN11U
USE: VACANOUTLET I x-❑1
OUTLET LIMITS OF
POARYSILT FENCE DISTURBANCE
PIN: 8583-0006-3709 TEMPORARY
ZONINGPPIN. 8573-0096-86�IUU1!11I
,rIld�,
=_ SILT FENCE UEMTEMPORARY 60LF-15 SILT FENCESILT FENCTEMPORARY DIVERSION 1
=E HP STORM PIPE t
�IINII
°m. I ^_ DITCH#1 ADJUST L-0CAILON__
M 8
AT CROSSING I g — r= -� �` . �. ' I
r AS NECESSARY TCrMAINTAIN ,' \� �` t �Y , i ig t L' r i I I ui r i _
INV.OUT=450.0 BQSITIVE,DRAINAGE TO DIVERSION DITC TO BE % / `� LrA
-
,� .' i ` 7" ' `vim �I -- -�i I dt i U
+ I y r SKIMMER BASIN STABILIZEDTTHIJV` 7 DAYS` ` ` . '\ ``' a p� � n
`' ACCORDING/STABILZATION / `` `',' r-, i -�
INV.IN=450.3 I N I <_
i e
TIMEFRAME REU•REMEN� __ _ RlM=453.17
I
°
`` iNV.1N=445.21
INV
U I i 11 r 6
.IN=445.22 ! -- - ---- I
I I I i r s n, C I I U
gg I \ `� y`i.\ a i i -� ��' CUT� 445.62 ii P I II rrn
;x INV.O
\^-IRK
1 \ r/ �� m
��
i r ✓ y 9 i , , _ r i i i
A11 -; r 1 r UI D i ii
q✓ i T
r�PROXIMATE FIRE HYDRANT
LOCATION
� i � 4 �•°<'" ��� �, Z� i �� . d � ; ' �. ����;�� ) i t i ��. U'-^_ l�.�a� a r-I I uL_�y l -__gyp
( IU
f0 BE VERIFIED IN THE
r_ i ti c a sEt ( FIELD _\ \ r a --e -- ❑
i I r ) > ,y SILT FENCE
.98 °> ' e OUTLET
RIM=444
i t `tRy SSMH / i \\ 9 i'/
INV,11�J=437:88
SSMFI
RIM=443.3g RIM=4484:1INV•dN=438.00 0__
-_ -iNV.IN=438.05 r
rIrII I 1gU'UuliN.IN2.49 INV.N=440T7
INV.OUT=437.7IN`/.IN- 36.69 ILIA IWOUT=440.29
Q, INV.IN=432.59
FLOW
LONG.
DITCH
Q(10)
SLOPE(%)
H
B
W
SS
CHANNEL LINING
TEMPORARY
40.6 CFS
2.19%
2.0'
2.0'
10.0'
2:1
STRAW WITH NET NAG
DITCH #1
C125
TEMP RARY
2.0 CFS
8.82%
1.0'
1.0'
5.0'
2:1
WITH NET NAG
TCH
UTR5W
BEFORE YOU DIG -;
STOP
CAI 11-R00.839.4949
1 inch = 5U ft. U
Cad file name: P:\058-Rhetson Companies\019-Ace Hardware, Southern Pines, NC\Engineering\Engineering Plans\Construction Documents\058-019-ES.dwg
is
❑ tW AD CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
IP INLET PROTECTION
5 SF SILT FENCE
°' SP STOCKPILE
EX CB OC
RIM 4F _:2' VTC VEHICLE TRACKING CONTROL
INV.IN=45c •6t
INV.OUT4' .1'. LOD LIMITS OF DISTURBANCE
TSD TEMPORARY SLOPE DRAIN
SB SEDIMENT BASIN
0 SM SEEDING AND MULCHING
DD DIVERSION DIKE
RS ROCK SOCK
VICINITY MAP
GRAPHIC SCALE
1000 2000 4000
( IN FEET )
1 inch = 2000ft.
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PLAN STATUS
7 14 22INITIAL
SUBMISSION
0 27 22
2ND SUBMISSION
1 21 22
3RD SUBMISSION
DATE
CI'
DESIGN
DESCRIPTION
CID XXX
DRAWN CHKD

~.' LIMITS of
DISTURBANCE
LIMITS OF�
DISTURBANCE
TEMPORARY '
r SILT FENCEAPPROXIMATE fit"
PVC WATER LINE
LOCATION
(TO BE VERIFIED
IN THE FIELD)
CONSTRUCTION
ENTRANCE
ti
F
f t '
RAIN GAUGE
& PLAN BOX ' \
s
LIMITS OF
DISTURBANCE
6 a
CONCRETE
,a WASH AREA,Nlk
Nc ,
4
MA AL Na\
' STORA AREA ,/
T1•LER'RIDGE B11E55 PARK, LLC 4-56.44
t" '� `
V
4705/165 & 3914/109 .xXPROPOSED `,
.M55 7-4411 &
e M73— —6238
LOCA710K I98 M SF (4,AC) �
1r i
GRAPE ARBOR
Iwv LIMITS OF
�"�e Ak, `� °�, `� DISTURBANCE
EX GI
Nvv� .....„w IkI2.7
_ _ _ -r_--- — — — — -- — — — — — — — — — ---\RIM-�463.21
— I FI OPTIC �; CAP�'
BOX .�
1 WELL �911 r �� I00'
F
CONC. PAD 1—'aT,ORY `✓ ��� �;
FRAWR DViELL�`�� -" i
0114—A�Pl A)
EROSION CONTROL PLAN INITIAL. OFFSITE A -
VICINITY MAP
rV
2
SITE
�qP� ANC??yam
GRAPHIC SCALE
2000 0 low zoos 4000 e000
( IN FEET )
1 inch = 2000ft.
Cad file name: P; 058-Rhetson Companies\019—Ace Hardware, Soi em Pines, NC\Engineering\Engineering Plans\Construction Domments7058-019-ES.Ug
I
STABILIZATION
TIMEFRAME
SITE AREA
TIMEFRAME
STABILIZATION
DESCRIPTION
EXCEPTIONS
8A57N & TEMPORARY
IMMEDIATELY
NONE
DIVERSION DITCHES
PERIMETER DIKES
SNALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH OUAL/TY NATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
3,1
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
SOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50FT IN LENGTH
ALL OTHER AREAS NTH
NONE, EXCEPT FOR
SLOPES fZATTER THAN
14 DAYS
PERIMETERS AND HQW ZONES
4.• 1
BMP LEGEND ' :
FLOW ARRROW
C.�
CWA CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
IP INLET PROTECTION W
SF SILT FENCE CL
CC z
F— T—
' SP STOCKPILE W
F—
VTC VEHICLE TRACKING CONTROL
0
LOD LIMITS OF DISTURBANCE
"°— QSD)TEMPORARY SLOPE DRAIN
SB SEDIMENT BASIN
Lij
�� SM SEEDING AND MULCHING
---4-- DD DIVERSION DIKE
r
RS ROCK SOCK .®°°a 0AR°®tsestI, °/ ®.
® oa'QFESS/gym �/''
SEAL s
051571
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'
BEFORE YOU 01G
STOP®'
CALL 1.80C,5324949
N.C.ONECALLAENiER Know wh is below.
ITS THE LAW
Call before you diQ.
7/14/22INITIAL
SUBMISSION
0/27/22
2ND SUBMISSION
1 /21 /22
3RD SUBMISSION
DATE
CP
DESIGN
DESCRIPTION
CP XXX
DRAWN CHKD

46
�F APPROXIMA 8"
\ PVC WATER LINE
` \ LOCATION
I \ \ \ (10 RE VERIFIED
IN THE FIELD)
°y6
TEMPORARY DIVERSION#2 ,\ ENTRANCE
CONSTRUCTION
DITCH#1 ADJUST LOCATION LIMITS OF
AS NECESSARY TO MAINTAIN DISTURBANCE \
f POSITIVE DRAINAGE TO -a
SKIMMER BASIN
RIP -RAP APRON #1 RAIN GAUGES \
REFER TO DETAIL.. ° &PLAN BOX
SANDHILLS C UNITY COLLEGE SILT FENCE LIMITS OF TEMPORARY INLET TEMPORARY \
ON SHEET C6.0 FOR 937 62 TEMPORARY INLET -
PIN:8573-1 6-8871 OUTLET DISTURBANCE PROTECTION (TYP) SILT FENCE
CONSTRUCTION I SILT FENCE ZONING: R PROTECTION (TYP)
I USE: COMMUNI COLLEGE
..REQUIREMENTS OUTLET
i \ CONCRETE O . \\
• - . , , .4 •... �°'\ ' , \ TEMPORARY
LIMITS OF � �,�;�- `�,�,��� . ��,� _ -� ; ,,; f _h \.� _ .:.,� \
s ,
DISTURBANCE \ \ , \ \-------- l WASH AREA \ \ T C l\ ��\ �. �,\ SILT FENCE
- \ T---------------
SANDHILL COMMUNITY COLLEGE
' S MUNITY
306/405
` `, -J --� "r ,a"; e \`•\\ �• \ \ \-`..."..�,yFc •'\ PIN:8573-0887-8977
SILT FENCE!
-
2
fY
OUTLET '
TEMPORARY INLE
1 \ v
\\\ v
e \ PDIVERSION DT � OBE PROTECTION (TYP) 0
DI
NG ING '0 STABILI -IO—,
TREE PROTECTION �, \\ \ N'\
0 \ ..-•-: --� `` REQUIREMENTS MEFRA E
FENCECID
\ M
1 /OPEN AIR
TEMPORARY _ \\ \ \ C \
\ ) �\ 1 V \\ MARKETw,v, A\ v � \`� v,a , v.
SILT FENCE ! /� . \\\ \ \ \ \
25,350 SF ) \\\ \� \ \\ , \ \ \ \ \
,
1 \ \ �\ e\ \ \ `� r. \\\ ,, \ TEMPORARY
\ \ \\ \
• \ \ i \
1 I � '�. � \ \ " �/ \ SILT FENCE r
2CY CLASS BRIP-RAP .� �� �, i i U � ��\` \
� I � \ TEMPO` RY INLET p � ',. •,a : \ \ Q \, ,: �
AT DITCH ENTRANCE , i 1! 1 l U \ \ \ \
\ \\ \
TO SKIMMER 4 )
\ \\
\
° \
\
\p, V=456.44GREENHOUSE TYLER`S RIDGE BUSINESS PARK, \LLC 4705/265 & 3914/109SKIM ER BASIN
% 9°0725E PIN098573-07-6238
7ZONING: PDST6ETEMPORAR 195,92 SF(4.49 AC)SILT FENCE
VICE
AT STORAG
SILT FENCE E
AREA
OUTLET
i \ °
\
\
\
`\
rI I I I `\TEMPORARY INLET \ \, \
I 1 I 3 \\\ TEMPORARY
\\ \.
1� SPI LVlf 7 \
PROTECTION (TIP) \\ \ \
\�' :" SILT FEN E
AT STOCKP LE
\ \
I • • ON SHEET C6.0 FOR AR A
°� ., • \ .
TREE PROTECTION I ®® •. \ \ ''\ , �.
CONSTRUCTION \ .✓.-- � \ \\ \ i � r ! \\ \ \FENCE REQUIREMENTS
,
SOUTHERN PINES ACE LAND COMPANY, LLC _ TEMPORAR INLET \ \
a
w
f 1 I P N. 8573-009 3887 ✓ \ .
I
J A
\ ZONING: PD , , \\, PROTECTION,
TYP
47,5t9.5AC)
/
__EXTEND SKIMMER I
° c
U \ —
I
PIPE TONATURAL 'l I
\\ `
\
yr¢
TIC \
TEC� A2C�CLASS \RleRAP TEMPORARY OPGRADE 1CY CLASS BAFFLE (TYP
B RIP -RAP OVER AT DITCH ENTRANCE OUTPARCELSILT FENCE
EOX
a'
a
a m.
TO
. SKIMMER BASINFILTERFABRIC AT +81,800 SF \ ®UTPRCEL
\
' ! U •'4. bit, v jv. \\ I \tl-././".,-
OUTLET a, . \
455.0(I�FE) \ � -- ---- >\ \\ \ � \ \� \ ±107,249 SF \ �,
PROPOSED
. y
INLET i
ACEHARDWARE - � � �TEMPORARY
\ \ EX.C(')
ROTEcTION (TYP)
RAPSTORE1 I
I
P
\ R 2
I i • t. 1 ( w i
I t•
v+ 1
v oN nI � I a I Il I I / ` j s.�". :. • , : -R E_ER TO DETAIL 58,182
8 182 SF .....:------ ,TEMPORARY INLE
SILT FENCE ON SHEET C6.0 FOPROTECTION (TYP,
\ \\ \
------------------
CONSTRUCTION_ -------------- ---------------
OUTLET REQUIREMENTS
--- _ _
4-
,.
TEMPORARY INLET 7 \ \ x \ \\ 1 x
x
x x
r
i \\
•C m'.� Rat.."
9
0 )� I , „, ',,•I ... ."'. .:,, . . •, „ PROTECTION (TYP) \ ` \
.-_. _;Ax-.
LLJI
,
TREE PROTEC1I0N
FENCE \ \\\ \\ \ \ \ \ - - - - _ _ - - - -= - - -
� � 4 a \ `\ \ \ � \\ '"�, � � �r -- - - T—r r � r��T ii i-i--r` � T Tr
�.- SMH •
9 �. \ \ - a THESHOPB AT TYLERS Po
\ v.11i-44J.3
5159/43� 4%E S I I
2 I .IV.OUT 44 14 PIN:8573 0097-8532
! ZONING: PD F '
TYLER'S PHASE
II, TLC '
- — _\ _- _r- - �_ , - ..— � zscc w *\ \ \ \ �_�' . �,I,�P ;j ;," : (� j1✓I1/, ', III �1II I, aa»1Iinn1II1l1 i11rra8T1l
UEa :- Rs ;I y-IIT
_A—L1i II — III = _1IIi GLI
3918/;151IT,
PIN: 8583-0006-3709 579SOUTHERN PINES ACE LAND COMPANY, LLC 0, /.� a - II yl I I I I
PIN. 8573-006-868 4571/175 TEMPORARY INLETZONING: PO
USE: APARTMENTS ENCE
ZONING: FENCE SILT FENCE USE: VAC -xOUTLET I ___SILT F6 1 1 1 01 iLIMITS OFOUTLET DISTURBANCE TEMPTEMPORARY \ \ ORARYTEMPORARY 60LF-15,
}�
�! jIIiIII
°sn°T
SILT FENCE TEMPORARY DIVERSION #1
1 z= HP STORM PIPE i,� Li ! \_ l r l I I o N
\ SILT FENCE _
i AT CROSSING 6 ! DITCH#1 ADJUST L .CAI-- -- - - - --% .
1 AS NECESSARY T,OMAINTAIN a INV.OUT-450.0 \\\ r! r \� -
\ POSITIVE/DRAINAGE TO DIVERSION DITC)-I TO BE /f ( > r I
, l \ , \ �\ \ \ _
/SKIMMER, BASIN \\ STABILIZED7 DAYS / \ o \ \ i \'�� irINV.IN=450.3 / I �'`�, `' < \\ ACCORDING;THI#
OrST BILZAl10N
I I TE PORARY J
�,,
L __� �______, .' �� M INLET TIMEFRAME REQUIREMENT `\�\ \\\ \ \, � ,\
RP TECTON (TYP) t rn
IIV:IN 5.2i
INV.IN=445.22 IiI III T1T
\ INV:OUT-445.62 raC I I L-- 1 13
I I A I \ i \ \ \ �� r ` / J/ - 9. ✓r //r^\ \\ rf i-\ \� 1— �1 -< I __ 11 t���\i-• , ) q �7 I I
( i a i I rDTt I �_ _JT
I Io.
APPROXIMATE FIRE HYDRANT
r$ \'/ !t' r i \ ---- Pik I
LOCATIONLFJ
a a- ,} — r + �
\
(TO BE VERIFIED IN THE
I 1 ! \ \ i r r FIELD
r s\. ) SILT FENCE__°
I I 1 r I T S9,1H \
I 11 III
RIM=444.a\ OUTLET
tl\'�"
3SSMIINV.IN=401
m� \S9tMH �' f --- —_ ag
\ I — I
aa! r „i 1 ! V
FLOW
LONG.
DITCH
Q(10)
SLOPE(Y.)
H
B
W
SS
CHANNEL LINING
TEMPORARY
DITCH #1
40.6 CFS
2.19%
,
2.0
2.0
,
10.0
2:1
STRAW WITH NET NAG
C125
TEMPORARY
DITCH #2
2.0 CFS
8.82%
1.0'
1.0'
5.0'
2:1
RAW WITH NET NAG
075
v
BEFORE YOU DIG'a
STOP
s\ =k
CALL 1.800-632-4949
,I n —1 — 1 ---
IN FEET
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RIM
INV.IN
INV.O11
STABILIZATION
TIMEFRAME
' SITE AREA
TIMEFRAME
STABILIZATION
DESCRIPTION
EXCEPTIONS
BASIN & TEMPORARY
IMMEDIATELY
NONE
DI HERS/ON DITCHES
PER/METER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HQW� ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
3.1
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
SOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50FT IN LENGTH
ALL OTHER AREAS WITH
NONE, EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HQW ZONES
4.• >
GROUND COVER REQUIREMENTS:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL ACCORDING TO THE FOLLOWING
WIN CHART BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES OR STRUCTURES SUFFICIENT
N TO RESTRAIN EROSION. PROVISIONS FOR
PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING
CHART FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
BMP LEGEND
FLOW ARRROW
❑ CWA CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
O
IP INLET PROTECTION
s SF SILT FENCE
SP STOCKPILE
\ VTC VEHICLE TRACKING CONTROL
\\
LLD LOD LIMITS OF DISTURBANCE
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\ SB SEDIMENT BASIN
SM SEEDING AND MULCHING
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0 27 22 2ND SUBMISSION
1 21 22 3RD SUBMISSION
DATE
DESCRIPTION
CP
CP XXX
DESIGN
DRAWN CHKD
SCALE
H: 1" = 50'
V:
OB No.
220064-01-001
8000 DATE
JULY 14, 2022
FILE No.
C.
SHEET

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LOCATION
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EROSION CONTROL LEGEND
REFER TO DETAIL SHEET FOR CONSTRUCTION REQUIREMENTS
d
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HORSESHOE INLETU TEMPORARY INLET
PROTECTION PROTECTION
TEMPORARY SILT CHECK DAM
FENCE OUTLET
FILTER BAG PUMP
RIP RAP APPRON SKIMMER DEVICE
x x x TEMPORARY SILT FENCE
®0 ® TREE PROTECTION FENCE
TEMPORARY DIVERSION DITCH
LIMITS OF DISTURBANCE
STABILIZATION
TIMEFRAME
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TIMEFRAME
STABILIZATION
DESCRIPTION
EXCEPTIONS
BASIN & TEMPORARY
IMMEDIATELY
NONE
D/VERSION DITCHES
PERIMETER DIKES,
SHALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HOW) ZONES
7 DAYS
NONE
IF SLOPES ARE 10' OR LESS
SLOPES STEEPER THAN
7 DAYS
IN LENGTH AND ARE NOT
3.1
STEEPER THAN 2:1, 14 DAYS
ARE ALLOWED
SOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER
THAN 50FT IN LENGTH
ALL OTHER AREAS WITH
NONE, EXCEPT FOR
SLOPES FLATTER THAN
14 DAYS
PERIMETERS AND HQW ZONES
4:1
GROUND COVER REQUIREMENTS:
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION —CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT
EXPOSED WILL, ACCORDING TO THE FOLLOWING CHART, BE PLANTED OR
OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER,
DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION, PROVISIONS FOR
PERMANENT GROUNDCOVER SUFFICIENT TO RETAIN EROSION MUST BE
ACCOMPLISHED FOR ALL DISTURBED AREAS ACCORDING TO THE FOLLOWING
CHART FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT,
BMP LEGEND
FLOW ARRROW
❑ CWA CONCRETE WASHOUT AREA
STABILIZED STAGING AREA
IP INLET PROTECTION
SF SILT FENCE
k
SP STOCKPILE
VTC VEHICLE TRACKING CONTROL
LOD LIMITS OF DISTURBANCE
TSD TEMPORARY SLOPE DRAIN
HSB SEDIMENT BASIN
SM SEEDING AND MULCHING
DD DIVERSION DIKE
RS ROCK SOCK
BEFORE YOU DIG
STOP
CALL 1-800-632.4949
N.C.O'$THELCENTER Know What's below.
IT'S THE LAW I`I'VYv YY
Call before you dig.
GRAPHIC SCALE
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( IN FEET )
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0 1571
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N STATUS
7/14 22INITIAL
SUBMISSION
0 27 22
2ND SUBMISSION
1 21 22
3RD SUBMISSION
DATE
CP
DESIGN
DESCRIPTION
CP XXX
DRAWN CHKD
SCALE N: 1 = ou,
V:
OB No. 220064-01-001
200 DATE JULY 1.4, 2022
FILE No.
SHEET 7

A .w � — a k�: � 3 ...�, _,� a ,,

CTTON GENERAL PERMIT NOTE CONSTRUCTION SEQUENCE.
SEDIMENT & EROSION CONTROL NOTES: NORTH CAROLINA
MEASURES TO NARRATIVE: 1. EROSION & SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE
REFER TO DETAIL SHEETS FOR CONSTRUCTION DETAILS OF THE PROPOSED EROSION CONTROLEROSION CONTROL NARR
As of April 1, 2019, all new construction activities are required to complete and submit an electronic
BE USED IN THE DEVELOPMENT OF THIS SITE. 1. THE EROSION AND SEDIMENTATION CONTROL MEASURES (BMPS) WERE DESIGNED USING THE NORTH 3"
OBTAINED BEFORE AND LAND DISTURBING ACTIVITIES OCCUR, THE COC CAN BE OBTAINED BY FILLING
Notice of Intent (NOI) form requesting a Certificate of Coverage (COC) under the NCGO10000 Construction
ACE HARDWARE STORE, SOUTHERN PINES, NC CAROLINA NCDEQ & TOWN OF SOUTHERN PINES REQUIREMENTS AND SHALL BE INSTALLED OUT THE ELECTRONIC NOTICE OF INTENT (e-NOQ FORM AT deq.nc.gov/N000t. PLEASE NOTE, THE
HE NORTH Stormwater General Permit. This form MUST be submitted prior to the commencement of any land - 01 FORM MAY ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THE
REFER TO DETAIL SHEETS FOR TEMPORARY AND PERMANENT SEEDING SCHEDULES FOR PROVIDING GROUND ACCORDINGLY. CONTRACTOR SHALL PERFORM ALL ACTIVITIES IN STRICT COMPLIANCE WITH T N e N
E CONSTRUCTION ENTRANCE. THE CONTRACTOR SHALL THEN MOBILIZE E FROM LARGE AND SMALL disturbing activity on the above named project. The NOI form may be accessed at deq.nc.gov/NCGO1. E&SC PERMIT THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON -SITE, PREFERABLY IN
COVER THE FOR THE DEVELOPMENT. CONTRACTOR WILL FIRST INSTALL THE O CAROLINA NPDES GENERAL PERMIT FOR STORM WATER DISCHARGES
ON SITE AND INSTALL THE TEMPORARY EROSION CONTROL DEVICES INCLUDING SILT FENCE, INLET Please direct questions about the N01 form to Annette Lucas at Annette.lucasC�ncdenr.gov or Paul Clark at A PERMITS BOX, AND ACCESSIBLE DURING INSPECTIONS.
CONSTRUCTION ACTIVITIES (GENERAL PERMIT). Paul.clarkC�ncdenr.gov.
r PROTECTION, SKIMMER BASIN, AND OTHER DEVICES IN ACCORDANCE WITH THE PLANS (CLEARING ONLY AS
BASIN NOTES: NECESSARY TO INSTALL THESE ITEMS). BEGIN DEMOLITION, CLEARING AND SITE GRADING OPERA11ONS. 2. REFER TO THE EROSION AND SEDIMENT CONTROL DETAIL SHEETS FOR EROSION CONTROL DETAILS AND to
2. CONTACT TOWN OF SOUTHERN PINES BEFORE ANY LAND DISTURBANCE OCCURS.
AINS RIP -RAP After you submit a complete and correct N01 Form, a COC will be emailed to you within three business
STABILIZATION OF EARTHEN STRUCTURES IS REQUIRED IMMEDIATELY AFTER INSTALLATION. THE ON DESIGN TABLES FOR SEDIMENT BASINS, DIVERSION DITCHES, AND CULVERTS, SLOPE DR under the NCG01 permit. However, on or after May
INLET IS INSTALLED INLET 0 EASURES. days. Initially, DEMLR will not charge a fee for coverageP y 3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE
SKIMMER BASIN DESIGN BASED ON 3 DAYS TO DRAIN. STORM SEWER SYSTEM CAN NOW BE INSTALLED, IMMEDIATELY AFTER AN N APRONS AND OTHER EROSION CONTR L M 1 2019 a 100 fee will be charged annually. This fee is to be sent to the DEMLR Stormwater Central
PROTECTION SHALL BE PROPERLY INSTALLED ON THE STRUCTURE. THE ON -SITE SANITARY SEWER AND _ $ g y REQUIRED TO BE DISPLAYED ON -SITE ARE AVAILABLE.
BASIN AND DIVERSIONS SHALL BE SEEDED, MULCHED AND ANCHORED/LINED AND PINNED UPON WATER SYSTEMS MAY ALSO BE INSTALLED ONCE THE SITE IS BROUGHT UP TO GRADE. THE SITE PAD WILL 3. EXISTING BOUNDARIES, TOPOGRAPHY, 100-YR FLOODPLAIN, UTILITY AND ROAD INFORMATION TAKEN Office staff in Raleigh.
HE PROPOSED BUILDING. THE ROUGH GRADE WILL THEN BE ESTABLISHED FOR THE FROM AN EXISTING CONDITIONS SURVEY. ALL EXISTING INFORMATION IS TO BE FIELD VERIFIED BY THE 4. CONTRACTOR SHALL HOLD A PRE -CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL
INSTALLATION OF MEASURES. BE PREPARED FOR T
SITE. INSTALLATION OF CURB AND GUTTER WILL THEN BE PERFORMED. BASE STONE WILL THEN BE PLACED CONTRACTOR. Title 15A NCAC 46 .0118(a) and the NCG01 permit require that the following documentation be kept on file START OF CONSTRUCTION. CONTACT TOWN OF SOUTHERN PINES INSPECTOR.
AND FINE GRADED. ALL DISTURBED AREAS WILL BE DRESSED AND SEEDED. REMOVE ALL INLET PROTECTION at the job site:
V AND STRIPING WILL THEN BE COMPLETED. OR LOCATIONS OF PROPOSED PLANTINGS AND FINAL STABILIZATION. 1. The approved E&SC plan as well as any approved deviation. 5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES HAVING BURIED UTILITIES AT
NOTE TO CONTRACTOR: FROM STORM STRUCTURES WHEN PAVING IS TO BEGIN. PAVING ( 4. SEE THE LANDSCAPE PLAN F
FINALIZE. STORMWATER POND STRUCTURE .ONCE UPSTREAM AREAS HAVE. BEEN STABILIZED (REMOVE 2.. The NCGO1 permit and the COC, once it is received. LEAST 72 HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE -CONSTRUCTION MEETING.
ING 0 DEMOLITION &TREE REMOVAL _ TEMPORARY DIVERSION DITCHES AND BERMS SHALL BE MAINTAINED AS THE SITE IS BROUGHT TO 3. Records of inspections made during the previous 30 days.
EROSION CONTROL MEASURES TO BE INSTALLED PRIOR TO THE BEGINN F ACCUMULATED SEDIMENT). ALL LANDSCAPING WILL BE COMPLETED. THE ON SITE STORM SEWER SYSTEM 5.
SHALL BE CLEANED OF ANY ACCUMULATED SEDIMENT WHICH SHALL BE DISPOSED OF IN A LAWFUL MANNER. GRADE. 6. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCES AT EACH POINT OF ACCESS TO
ALL ACCUMULATED SEDIMENT BEHIND SILT FENCE AND OTHER SEDIMENT DEVICES SHALL BE REMOVED AND STORAGE AND CONSTRUCTION AREAS, EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO
NOTE TO CONTRACTOR: DISPOSED OF IN A LAWFUL MANNER. ACCORDING TO THE GROUND STABILIZATION REQUIREMENTS ON THIS 6. DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND STRUCTURES TO DEMOLITION AND TREE REMOVAL OPERATIONS.
SHEET, REMOVE
ALL REMAINING SEDIMENT CONTROL MEASURES FROM THE SITE. CONTRACTOR SHALL MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT WITH THE EROSION CONTROL
S OF NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM: 7. INITIAL PHASE SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH
THE CONTRACTOR SHALL NOTIFY THE PROJECT ENGINEER AND THE EROSION CONTROL INSPECTOR OF THE MINIMIZE THE LENGTH OF TIME BETWEEN INITIAL LAND DISTURBANCE AND FINAL VEGETATION STABILIZATION INSPECTORS SO THAT PERIODIC INSPECTIONS CAN BE PERFORMED AT APPROPRIATE STAGES
LOCATION OF ANY OFF -SITE BORROW SOURCE OR OFF -SITE. WASTE MATERIAL DISPOSAL SITE. OFF -SITE OF THE SITE. CONSTRUCTION. REQUIRE THAT PERSONS PLANS BEFORE STARTING WORK INCLUDING SILT FENCE, INLET PROTECTION, SKIMMER BASIN, DIVERSION
S C THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQ DITCHES, TREE PROTECTION, ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF THESE
DISTURBANCEUNTOWARDS THE OVERALL PROJECT DISTURBED AREA AND MUST BE COVERED BY THE
TOWARDS
NOTES RESPONSIBLE FOR LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT MEASURES.
PERMIT FOR THIS PROJECT AND/OR THE PERMIT FROM ANOTHER ACTIVE TOWN OF SOUTHERN PINES OR THE PROPOSED EROSION AND SEDIMENT CONTROL MEASURES ARE INTENDED TO TRAP ANY STORMWATER 7. SEE THE GENERAL NOTES SHEET AND THE GRADING AND DRAINAGE PLAN FOR OTHERPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED.
/ AND DETAIN IT LONG ENOUGH FOR SEDIMENT AND POLLUTANTS TO REGARDING GRADING ACTIVITIES. RULES
MAKE SURE THAT THE APPROVED
NCDEQ PERMITTED SITE THAT IS .APPROPRIATE FOR THE INTENDED USE (I.E. APPLICABLE MINING RUNOFF FROM THE CONSTRUCTION SITE A RULES DETAILING THE DOCUMENTATION OF THESE INSPEC110NS TOOK EFFECT OCTOBER 1, 2010.
CUR UNTIL THE PERMIT FOR THIS PROJECT HAS BEEN SETTLE OUT OF THE STORMWATER BEFORE DISCHARGE. VARIOUS EROSION CONTROL MEASURES ARE USED CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS
REQUIREMENTS). NO OFF -SITE ACTIVITIES SHALL OCCUR
POLLUTANT -LADEN STORMWATER RUNOFF FROM FLOWING ONTO ADJACENT PROPERTIES. 8. -SEE SITE PLAN, GRADING AND DRAINAGE PLAN, UTILITY PLAN, PLANTING PLAN AND OTHER PLAN - FOR THE SITE
MODIFIED TO INCLUDE THE AFFECTED AREAS OR IT HAS BEEN VERIFIED WITH THE EROSION CONTROL TO PREVENTTO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF MONITORING REPORTS, DWQ 0
- AREAS ARE COVERED UNDER ACTIVE APPLICABLE TOWN OF SOUTHERN PINES SHEETS FOR DETAILED DESIGN INFORMATION OF PERMANENT SITE APPURTENANCES SHOWN ON THIS -
.INSPECTOR THAT THE OFF SITE AR A AND DEMLR DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE INSTALL SKIMMER BASIN AND TEMPORARY DITCHES STABILIZE EARTH BERMS AS WELL AS BASIN
' SHEET.
OR NCDEQ PERMITS: WEEKLY SELF -MONITORING PROGRAM OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. SLOPES & INSTALL EROSION CONTROL, MATTING IN TEMPORARY DIVERSIONS PRIOR TO BEGINNING
GENERAL NOTES: THE FOCUS OF THE SELF -INSPECTION REPORT IS THE INSTALLATON AND MAINTENANCE OF EROSION AND MASS GRADING OF THE SITE
9. WHERE THE LIMITS OF DISTURBANCE AND TEMPORARY FENCE (SF, SF-PF, OR PF) LIMITS ARE SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED PLAN, THE INSPECTIONS SHOULD BE
1. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC.
ADJACENT, THE TEMPORARY FENCE LINE IS THE LIMITS OF DISTURBANCE. THE LINE TYPES ARE SHOWN CONDUCTED AFTER EACH PHASE OF THEPROJECT, AND CONTINUED UNTIL PERMANENT` GROUND COVER IS
`
CONSTRUCTION SEQUENCE: SEPARATED FOR ILLUSTRATIVE PURPOSES ONLY. ONCE THE BASIN/DIVERSION ARE INSTALLED SEED/MULCH IMMEDIATELY
THAT MAY BE REQUIRED. ESTABLISHED. THE FORM CAN BE ACCESSED AT: HTTP://PORTAL.NCDENR.ORG/WEB/LR/EROSION
0 TREES OUTSIDE OF ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED LANDFILL OR RELATED FACILITY
1. EROSION & SEDIMENT CONTROL E&SC PERMIT AND A CERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED SHOW 10. CONTRACTOR SHALL NOT DISTURB ANY EXISTING VEGETATIVE GROUND COVER R CALL THE APPLICABLE NCDENR REGIONAL
( ) 2. THE CONTRACTOR SHALL NOTE 11-TAT THE DRAWINGS ARE SCHEMATIC IN NATURE AND DO NOT 0 IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE
BEFORE AND LAND DISTURBING ACTIVITIES OCCUR. THE COC CAN BE OBTAINED BY FILLING OUT THE THE LIMITS OF DISTURBANCE OR WITHIN ANY REQUIRED BUFFER LIMITS UNLESS OTHERWISE NOTED OR
EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED FOR A COMPLETE AND WORKING OFFICE: (RALEIGH; 919-791-4200) (FAYETTEVILLE: 910-433-3300) (WILMINGTON: 910-796-7215) INITIALLY CONSTRUCT THE GRADE FOR THE BUILDING PAD AND THE PARKING AREAS THAT ARE J p
ELECTRONIC NOTICE OF INTENT (e-NOI) FORM AT deq.nc.gov/NCGO1. PLEASE NOTE, THE a-NOI FORM MAY SYSTEM. ILLUSTRATED.
&SC PERMIT THE COC (WASHINGTON: 252-946-6481) (WINSTON-SALEM: 336-771-5000) (MOORESVILLE: 704-663-1699) DRAINING TO THE TEMPORARY SKIMMER BASIN, MAINTAINING STORMWATER RUNOFF TOWARD THE � ® � �
ONLY BE FILLED OUT ONCE THE PLANS HAVE BEEN APPROVED. A COPY OF THEE ,
PROVIDE CONTROLS OF POLLUTANTS INCLUDING, BUT NOT LIMITED TO DUST CONTROL, DE -WATERING, ASHEVILLE: 828-296-4500 . BASIN. ADJUST THE LOCATION OF TEMPORARY DITCHES AS NECESSARY TO DIVERT RUNOFF FROM o N cab �
AND A HARD COPY OF THE PLAN MUST BE KEPT ON -SITE, PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE 3. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS 11. R ( )
DURING INSPECTIONS. ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. SOLID WASTE DISPOSAL, AND HAZARDOUS MATERIALS. THE DRAINAGE SYSTEMS TO THE TEMPORARY SKIMMER BASIN. ONCE THESE AREAS ARE UP TO cz W o U
GRADE AND STABILIZED WITH CONCRETE, PAVEMENT, OR VEGETATION THEN DIVERT STORMWATER U - o `t
s � v 0 u
12. CLEAR ONLY AS REQUIRED TO INSTALL EROSION AND SEDIMENTATION CONTROL MEASURES. MASS RUNOFF TO THE PROPOSED STORM DRAINAGE DEVICES AND THE TEMPORARY SKIMMER BASIN CAN V Q = _ E
2, CONTACT NCDEQ WINSTON-SALEM REGIONAL OFFICE BEFORE ANY LAND DISTURBANCE OCCURS. 4. CONTRACTOR SHALL MAINTAIN AN "AS BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF z m W � LL
CLEARING AND GRUBBING CAN BEGIN ONLY AFTER ALL DOWNSTREAM MEASURES HAVE BEEN INSTALLED. TREE PROTEC110N NOTES: BE REMOVED AND THE AREA CAN BE BROUGHT UP TO GRADE. ONCE THE AREA IS UP TO GRADE,
3. CONTRACTOR SHALL ENSURE THAT ALL NECESSARY PERMITS HAVE BEEN RECEIVED AND THAT THOSE
ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE ENGINEER UPON COMPLETION STABILIZE WITH CONCRETE, PAVEMENT, OR VEGETATION IMMEDIATELY. c ® J c .°c�
REQUIRED TO BE DISPLAYED ON SITE ARE AVAILABLE.
OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE OWNER. 13. USE ROCK OR WASHED STONE TO BRING CONSTRUCTION EXIT TO GRADE. IMPLEMENT WHEEL WASHES 1. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE OF CUT/FILL LINES, IN ADDITION E
AS NECESSARY THROUGHOUT ALL PHASES OF CONSTRUCTION. TO THOSE THAT RECEIVE TREE SHRUB PROTECTION BARRIERS. THE CONTRACTOR IS ALSO REQUESTED CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE PROPOSED BUILDING FOR o
5. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE / LAY -DOWN STAGING AREAS - MAINTAIN THESE AREAS SO THAT SEDIMENT LADEN RUNOFF WILL BE m
4. CONTRACTOR SHALL HOLD APRE-CONSTRUCTION MEETING AT LEAST 48 HOURS BEFORE THE ACTUAL START TO SAVE ALL OTHER EXISTING TREES AND SHRUBS WHERE POSSIBLE. /
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE SUBMITTED TO THE 14. DIVERT STORM WATER RUNOFF OFF THE FACE OF THE SEDIMENT BASIN SLOPES USING DIVERSION
OF CONSTRUCTION..CONTACT NCDEQ INSPECTOR. ENGINEER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUT DIVERTED TO EROSION CONTROL MEASURES. INSTALL SILT FENCE AROUND LAY-DOWN/STAGING
DITCHES AND SLOPE DRAINS. CONTRACTOR SHALL MAINTAIN AND RELOCATE DIVERSION DITCHES AND 2. WHEN ROOT PRUNING IS NECESSARY, CUT ROOTS CLEANLY USING A DISC TRENCHER AND IMMEDIATELY AREA AS SHOWN
72 THE WRITTEN PERMISSION OF THE OWNER. SLOPES DRAINS TO ENSURE STORM WATER RUNOFF DOES NOT ERODE THE FACE OF FINAL SLOPES.
5. CONTRACTOR SHALL CONTACT CAROLINA ONE CALL AND ALL ENTITIES' HAVING BURIED UTILITIES AT LEAST COVER ALL ROOT CUT SURFACES LARGER THAN TWO INCHES IN DIAMETER WITH .TREE WOUND DRESSING.
USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB & GUTTER OR SIDEWALK. 8, CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND
HOURS PRIOR TO DIGGING OR AS DIRECTED AT THE PRE CONSTRUCTION MEETING. 6. THE CONTRACTOR MUST, AT ALL TIMES, KEEP THE PREMISES FREE FROM ACCUMULATIONS OF WASTE
S EMPLOYEES OR HIS WORK. ALL DEBRIS SHALL BE 15. MAINTAIN POSITIVE FLOW TO THE SEDIMENT BASINS THROUGHOUT ALL PHASES OF CONSTRUCTION.. STRUCTURES.
MATERIALS OR RUBBISH CAUSED BY HIM, HIS EMP PLACE EXCAVATED SOILS ALONG DOWNSTREAM EDGE OF THE DIVERSION DITCHES TO PROVIDE
6. CONTRACTOR SHALL INSTALL TEMPORARY .CONSTRUCTION ENTRANCES AT EACH .POINT OF ACCESS TO STORAGE 3. NO SOIL DISTURBANCE OR COMPACTION, CONSTRUCTION MATERIALS, TRAFFIC, BURIAL PITS, TRENCHING
CONTROL AND CONSTRUCTION AREAS. EROSION CO OL MEASURES SHALL BE INSTALLED PRIOR TO 'DEMOLITION AND REMOVED FROM THE PROJECT SITE ON A DAILY BASIS. ADDITIONAL CAPACITY. OR OTHER LAND DISTURBING ACTIVITY ALLOWED IN THE TREE PROTECTION ZONE. TREE BARRICADES ALL APPLICABLE E&S CONTROL MEASURES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS
.
TREE REMOVAL OPERATIONS. MUST BE INSTALLED BEFORE ANY DEMOLITION, GRADING OR CONSTRUCTION BEGINS, AND NOT REMOVED ESTABLISHED.
0 NOTES 16. REFER TO THE GRADING AND DRAINAGE PLAN FOR FINAL SITE AND PAVEMENT GRADES AND UNTIL FINAL INSPECTION. -
EROSION CONTROL 9. STOCKPILE RIP RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS
7. INITIAL PHASE SEDIMENT .AND EROSION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH PLANS ELEVATIONS OF THE PROPOSED STORM SEWER SYSTEMS.
BEFORE STARTING WORK INCLUDING SILT FENCE, INLET PROTECTION, SKIMMER BASIN, DIVERSION DITCHES,4. NO GRUBBING WITHIN TREE PROTECTION ZONE, LEAVE SOIL AND LEAF LITTER UNDISTURBED. OCCURRING. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE ENGINEER OR UPON
.: TREE _
1. TOTAL SITE AREA 13.46 ACRES 17. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO SO HAS BEEN RECEIVED
PROTECTION, .ETC., CLEARING ONLY AS NECESSARY FOR THE INSTALLATION OF THESE MEASURES. SUPPLEMENT WITH 1-2 INCHES OF MULCH. RE -SEED WITH GRASS ONLY IN DISTURBED/GRADED AREAS. RECOMMENDATION OF TOWN OF SOUTHERN PINES INSPECTION PERSONNEL AS CONDITIONS WARRANT.
TOTAL AREA DISTURBED - 13.00 ACRES BY GOVERNING AUTHORITIES. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE APPROVED
AND
N OPERATIONS.
SOIL TYPE CANDOR SAND & AILEY LOAMY S EROSION AND SEDIMENT CONTROL DRAWINGS DURING CONSIRUC110TI. �
CONTRACTOR SHALL INCLUDE A RAIN GAUGE AND LOG BOOK CONTAINING THE INSPECTION RECORDS FOR THE 5. TREE BARRICADES MUST BE INSTALLED BEFORE ANY DEMOLITION, CLEARING, GRADING OR CONSTRUCTION 10. ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZAITON BY THE CONTRACTOR ACCORDING TO THE
LJJ
SITE 2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL BEGINS AND IS NOT TO BE REMOVED UNTIL AFTER CONSTRUCTION. CHART ON THIS SHEET. z
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS 18. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES THAT APPLY. F®
DITCHES- STABILIZE EARTH BERMS AS WELL AS BASIN SLOPES & 6. TREE PROTEC11ON FENCE IS TO BE LOCATED 1 FOOT PER TREE DIAMETER INCH AWAY FROM THE TREE. 11. STABILIZE SITE AS AREAS. ARE BROUGHT UP TO FINISHED GRADE.
INSTALL EROSION CONTROL MATTING IN TEMPORARY DIVERSIONS PRIOR TO BEGINNING MASS GRADING OF THE
INSTALL SKIMMER BASIN AND TEMPORARYAND. SPECIFICATIONS OF THE NCDEQ &TOWN OF SOUTHERN PINES EROSION AND. SEDIMENT CONTROL
19. ALL WORK SHALL BE CONFINED TO PERMIT LIMITS SHOWN ON PLANS. UNLESS OTHERWISE NOTED, THEcc
SITE HANDBOOK SITE PLAN PROPERTY LIMITS SHALL BE CONSIDERED THE PERMIT LIMITS. 12. UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF TOWN OF SOUTHERN PINES, ALL <
L INSTALL AND MAINTAIN THROUGHOUT THE PROJECT CONSTRUCTION ALL EROSION CONTROL DEVICES SHALL BE REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER. (�
3. THE CONTRACTOR SHALL 20. SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT
EACH SECTION SHALL BE SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE,
ONCE THE BASIN/DIVERSION ARE INSTALLED SEED/MULCH IMMEDIATELY EROSION CONTROL MEASURES SHOWN WITHIN THESE PLANS IN ACCORDANCE WITH APPLICABLE NORTH WITHIN THE BOUNDARIES OF THE SITE, OR ACCESS. COORDINATE WITH THE EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION
CAROLINA EROSION AND SEDIMENT CONTROL REGULATIONS.
ALL DEMOLITION DEBRIS IS TO GO TO AN APPROVED LANDFILL OR RELATED FACILITY CONTROL MEASURES.
TO ) DIRECTED BY THE PROJECT ENGINEER AND/OR ARE
4. CONSTRUCTION WORK SHALL BE IN COMPLIANCE WIT
H REGULATIONS OF THE NATIONAL POLLUTANT 21. ADDITIONAL EROSION CONTROL MEASURES. OR SILT BARRIERS TO BE PLACED AS SHOWN . AND/OR T D WITH APPROVAL OF THE TOWN OF .SOUTHERN PINES, THE SKIMMER BASIN SHALL BE DECOMMISSIONED,
INITIALLY CONSTRUCT THE GRADE FOR THE BUILDING PAD AND THE PARKING AREAS THAT R DISCHARGE ELIMINATION SYSTEM (NPDES STORM WATER GENERAL PERMIT. Z
THE TEMPORARY SKIMMER BASIN, MAINTAINING STORMWATER RUNOFF TOWARD THE BASIN. ADJUST THE OR LOCAL JURISDICTIONAL INSPECTOR. REMOVING AND DISPOSING OF ALL ACCUMULATED SEDIMENT IN A LAWFUL MANNER. USE SILT
LOCATION OF TEMPORARY DITCHES AS NECESSARY TO DIV
ERT RUNOFF FROM THE `DRAINAGE SYSTEMS TO THE 22. FOR ALL CONSTRUCTION ALONG AND/OR ACROSS WATERWAYS, BANK PROTECTION AND STABILIZATION BAG/FILTER BAG FOR DEWATERING THE BASIN AND DIVERSION DITCHES. UPON SKIMMER BASIN
BASIN. ONCE THESE AREAS ARE UP TO GRADE AND STABILIZED WITH CONCRETE,
5. EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND
t TEMPORARY SKIMMER . SHALL BE REQUIRED AS PER LOCAL JURISDICTIONAL EROSION CONTROL LAWS. REMOVAL, THE AREA WILL BE BROUGHT UP TO GRADE AND STABILIZED IMMEDIATELY WITH CONCRETE, 0 LLI
PAVEMENT, OR VEGETATION THEN DIVERT STORMWATER RUNOFF TO THE PROPOSED STORM DRAINAGE DEVICES DISTURBANCE.
PAVEMENT OR VEGETATION.
AND THE TEMPORARY SKIMMER BASIN CAN BE REMOVED AND THE AREA CAN BE BROUGHT UP TO GRADE. 23. ALL TREE PROTECTION AND EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING 0-
6. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED D SHALL BE MAINTAINED IN PROPER WORKING ORDER UNTIL ALL DISTURBED AREAS DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE
` ONCE THE AREA IS UP TO GRADE, STABILIZE WITH CONCRETE, PAVEMENT, OR VEGETA1ION IMMEDIATELY. CONSTRUCTION AN
ON THE SITE AT ALL TIMES.
I ARE .STABILIZED AND GROUND COVER IS ESTABLISHED. CONSTRUCTION .ENTRANCE PADS .SHALL BE PRIOR TO DISCHARGE TO RECEIVING OUTLET. cc
CONTRACTOR TO USE PARKING AREAS ADJACENT TO THE PROPOSED BUILDING FOR LAY-DOWN/STAGING INSTALLED BY THE CONTRACTOR AT CONSTRUCTION ACCESS POINTS PRIOR TO LAND DISTURBANCE.
7. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND 13. ONCE GROUND COVER IS FIRMLY ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES SHALL
AREAS - MAINTAIN THESE AREAS SO THAT SEDIMENT LADEN RUNOFF WILL BE DIVERTED TO EROSION CONTROL L CLOSE CONTACT WITH THE
STRUCTURES TO MINIMIZE EROSION. THE CONTRACTOR SHALL MAINTAIN DISTURBED MUST BE DRESSED AND GRASSED TO CONTROL EROSION IN ACCORDANCE BE REMOVED WITH THE APPROVAL OF TOWN OF SOUTHERN PINES INSPECTOR.
I' MEASURES. INSTALL SILT FENCE AROUND LAY-DOWN/STAGING AREA AS SHOWN' NCDEQ & TOWN OF SOUTHERN PINES EROSION CONTROL INSPECTOR SO THAT PERIODIC INSPEC1ONS 24. ALL EASEMENTS D
CAN BE PERFORMED AT APPROPRIATE STAGES OF CONSTRUCTION.
Ir
WITH EASEMENT PLATS PRIOR TO ACCEPTANCE. D
8. CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL DEVICES AND 14. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & 0
CC STRUCTURES, 8. APPROVAL OF THIS PLAN IS NOT AN AUTHORIZATION TO GRADE ADJACENT PROPERTIES. WHEN FIELD 25, CONSTRUCTION LIMITS SHALL NOT BE EXCEEDED WITHOUT THE APPROVAL OF TOWN OF SOUTHERN PINES SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, NCDOT, U.S. DEPT. OF AGRICULTURE, AND TOWN (1
i( OR NCDEQ INSPECTOR. OF SOUTHERN PINES STANDARDS.
ASU ES MUST BE MAINTAINED UNTIL PERMANENT VEGETATION IS CONDITIONS WARRANT OFF -SITE GRADING, PERMISSION MUST BE OBTAINED FROM THE AFFECTED
v ALL APPLICABLE E&S CONTROL ME R PROPERTY OWNERS. A REVISED PLAN SHOWING OFF -SITE IMPACTS SHOULD BE SUBMITTED AND
4 ESTABLISHED. APPROVED PRIOR TO ANY OFF -SITE GRADING. CONTACT PROJECT ENGINEER AND PROJECT EROSION 15. WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TCLOSE OUT THE E&SC
CONTROL INSPECTOR TO ENSURE ADDITIONAL EROSION CONTROL MEASURES ARE INSTALLED PRIOR TO PLAN. AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT,, VIA INSPECTION REPORT,
9. SELF -INSPECTIONS FOR EROSION AND SEDIMENTATION CONTROL MEASURES ARE TO BE PERFORMED AT LEAST THE PERMITTEE SHALL VISIT deq.nc.gov/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION
ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF EVERY RAIN EVENT OF GREATER THAN 1 OFF -SITE GRADING. (e-NOT). A $100 ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE e-NOT HAS BEEN
INCH. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN MEASURES AS DESIGNED, ALL ESC 9• PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE FILLED OUT.
MEASURES SHALL BE MAINTAINED AS SPECIFIED IN THE CONSTRUCTION DETAILS ON THIS PLAN
PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR STORAGE
10.
STOCKPILE RIP -RAP ON SITE AND INSTALL ALL EROSION CONTROL MEASURES WHERE THE WORK IS
AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
OCCURRING. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BY THE ENGINEER OR UPON
TO THE OWNER FOR REVIEW AND TO NCDEQ & TOWN OF SOUTHERN PINES FOR APPROVAL.
RECOMMENDATION OF NCDEQ INSPECTION PERSONNEL AS CONDITIONS WARRANT.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO
SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF
11.
ALL DISTURBED AREAS SHALL HAVE GROUND STABILIZATION BY THE CONTRACTOR ACCORDING TO THE CHART
THE AMENDED PERMIT.
ON THIS SHEET.
10. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED WHEN
12.
STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADE.
AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS SHALL BE
CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RE-EEDED AND MULCHED AS NECESSARY
13.
UPON COMPLETION OF THE INSTALLATION AND WITH APPROVAL OF NCDEQ, ALL EROSION CONTROL DEVICES
TO OBTAIN A DENSE STAND OF GRASS.
u
SHALL BE REMOVED AND DISPOSED OF IN AN ACCEPTABLE MANNER, EACH SECTION SHALL BE
11. STABILIZATION IS THE BEST FORM OF EROSION CONTROL. ALL DISTURBED AREAS WHICH ARE NOT
SEEDED/MULCHED IMMEDIATELY AFTER INSTALLATION OF PIPE, STRUCTURE, OR ACCESS, COORDINATE WITH
OF EROSION CONTROL. MEASURES.
OTHERWISE STABILIZED SHALL BE TOP SOILED AND SEEDED, TEMPORARILY OR PERMANENTLY IN
THE EROSION .CONTROL INSPECTOR PRIOR TO REMOVAL
ACCORDANCE WITH THE NCDEQ & TOWN OF SOUTHERN PINES SEDIMENT CONTROL REGULATIONS.
WITH APPROVAL OF NCDEQ, THE SKIMMER BASIN SHALL BE DECOMMISSIONED, REMOVING AND DISPOSING OF
PERMANENT SEEDING AND GRASS ESTABLISHMENT IS REQUIRED PRIOR TO PROJECT COMPLETION AND
'
ALL ACCUMULATED SEDIMENT IN A LAWFUL MANNER. USE SILT BAG/FILTER BAG FOR DEWATERING THE BASIN
ACCEPTANCE.
AND DIVERSION DITCHES. UPON SKIMMER BASIN REMOVAL, THE AREA SHALL BE CONVERTED INTO THE
12. WHEN A CRUSHED STONE CONSTRUCTION ENTRANCE HAS BEEN COVERED WITH SOIL OR HAS BEEN
PERMANENT STORMWATER MANAGEMENT FACILITY -WET DETENTION POND.
PUSHED INTO THE SOIL BY CONSTRUCTION TRAFFIC, IT SHALL BE REPLACED WITH A DEPTH OF STONE
DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO
EQUAL TO THAT OF THE ORIGINAL APPLICATION.
DISCHARGE TO RECEIVING OUTLET.
13. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING
AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA, SIX INCHES OF
14.
ONCE ADEQUATE PERMANENT GROUND COVER IS ESTABLISHED, ALL TEMPORARY EROSION CONTROL MEASURES
STONE SHALL BE USED FOR THE TEMPORARY GRAVEL CONSTRUC11ON ENTRANCE.
SHALL BE REMOVED WITH THE APPROVAL OF NCDEQ INSPECTOR.
14. ALL DRAINAGE INLETS SHALL BE PROTECTED FROM SILTATION, INEFFECTIVE PROTECTION DEVICES SHALL
15.
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C. EROSION & '
BE IMMEDIATELY REPLACED AND THE INLET CLEANED. FLUSHING IS NOT AN ACCEPTABLE METHOD OF
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, _NCDOT, U.S. DEPT. OF AGRICULTURE, AND STATE
CLEANING.
STANDARDS,
N 16.
WHEN THE PROJECT IS COMPLETE, THE PERMITTEES SHALL CONTACT DEMLR TO CLOSE OUT THE E&SC PLAN.
15. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER MEASURES INTENDED
TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN ANY LAND -DISTURBING ACTIVITY AND
AFTER DEMLR INFORMS THE PERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT, THE PERMITTEE
SHALL BE MADE FUNCTIONAL BEFORE UP -SLOPE LAND DISTURBANCE TAKES PLACE:
SHALL VISIT deq.nc.gov/N0001 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (e-NOT). A 100 ANNUAL
GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE a=NOT HAS BEEN FILLED OUT.
16. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS
COMPLETED.
y
17. DURING DE -WATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE
PRIOR TO DISCHARGE TO RECEIVING OUTLET.
{
18, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH
RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.
• m
• SEAL
S
051571
GI E • Oo:
PLAN STATUS
7 14 221NI1TAL SUBMISSION
0 27 22 2ND SUBMISSION
1 /21 /22 3RD SUBMISSION

ONSITE CONCRETEWASHOUT
STRUCTURE, NTH LINER
1 r H MIN
1 e e e 0
1 1• 1 ►+ 0 CD CD 0
SANAGS (TYP.) S81L _T OR STAPLES
V1�1��1�I
'1, �1�
1�. 1 �1 �1'
CD 11...11 11r�.■►11>
�........,1
PLAN
1 CLEARLY 1
MARKE
fSANDBAGS
1 1• STAPLES
SANDBAGS
1 A'
SILT FEN 1:1 %C JITAPLES MIL I
SANDBAGS1 1
SECTION
��. 1
NOTES:tLOCATION DETERMINED IN FIELD
1. ACTUAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES
MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE
75% OF THE STRUCTURES CAPACITY. ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12
3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE INCHES OF FREEBOARD.
CLEARY MARKED NTH SIGNAGE NOTING DEVICE. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE NOT TO SCALE
4,F,K �ti�T�rk?Rtlracy S,tablllza,�tart. ?,s,�n �.'k:�
..��..,a."..sP4rtlsanerrtsStabtll.Rf fan.,: r"�,n��'r�i
• Temporary grass seed covered with straw or
• Perm anent grass seed covered with strand or
other mulches and tackifiers
other mulches and tackifiers
• Flydroseeding
• Geotextilefabrics such as permanent soil
• Rolled erosion control products w th or
reinforcement matting
without tern porary grass seed
• Hydroseeding
• Appropriately applied strand or other mulch
• Shrubs or other permanent plantings covered
• PI astir sheeting
with m inch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
* Structural rnethods such as concrete, asphalt or
retain! rig walls
• Rolled erosion control products with grass seed
r
OUSAND TOXIC WASTE
reate designated hazardous waste collection areas on -site.
lace hazardous waste containers under cover. or in secondary containment.
o not store hazardous chemicals, drums or bagged materials directly on the ground.
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19
$QpE PROTECTION - RECP INSTALLATION NOTES: t{QjE;, , IN LOOSE SOIL CONDITIONS, THE USE OF 12°
CHANNEL - RECP INSTALLATION NOTES:
STAPLE OR STAKE LENGTHS GREATER THAN 6' (30 an)
PREPARE SOIL BEFORE INSTALLING BLANKETS, (15cm) MAY BE NECESSARY TO PROPERLY Prepare soil before Installing rolled
INCLUDING ANY NECESSARY APPUCATION OF LIME 2'-5' erosion control products (RECPs),
ANCHOR THE BLANKETS.` g y necessary application FERTILIZER, AND. SEED,. NOTE: WHEN. USINGcm) Including an nee a Iicatdon of
CELL-O-SEED DO NOT SEED PREPARED AREA. 5cm-12. n) lime, fertilizer, and seed.
CELL-O-SEED MUST BE INSTALLED WITH PAPER \\// \\ 6' (15 cm) 4'(10an) 2C] Begin at the top of the channel by
SIDE DOWN.. //\//\ \/ anchoring the RECPs in a 6'(15cm) deep
O BEGIN AT THE TOP OF THE SLOPE BY ANCHORING ti \ \ \\ \\�\ 6' 8' X proximal wide trench with
THE BLANKET IN A 6' (15cm) MADE TRENCH WITH (, y C O 6° (15�) (15cmj 4'(10cm) approximately
beyond •tthe euup-slope pof ortion
APPROXIMATELY 12" (30cm) OF BLANKET Jf zJ „• ,•, O of the trench. Use ShoreMax mat at the
EXTENDED BEYOND THE UP -SLOPE PORTION OF t.•, .,;; •:. ' " '' "' (15 cm) channel/culvert outlet as supplemental
THE TRENCH. ANCHOR THE BLANKET WITH A ROW
OF STAPLES STAKES APPROXIMATELY 12" (30cm) i i L i W i i i i L5� 2[ 1 [� scour protection as needed. Anchor the
/ ( )
i E B THE G. B ♦ i. i i i i i i i W. i i i i i i i i i i i i i i i i i i RECPs with a row of staples/stakes
APART N O CTTTH OF E TRENCH. BAD i i i i i i i i iii i . i i i i 6 approximately 12'(30cm) apart in the
FILL AND COMPACT THE TRENCH AFTER STAPLING i i iii i i i 05cm) bottom of the trench, Backflll and
APPLY SEED TO PREPARED SOIL AND FOLD i 3" O compact the trench after stapling. Apply
REMAINING 12' (30cm) PORTION OF THE BLANKET ^ \ \ \\ \ \ /\/\ 2-5. seed to the compacted soil and fold the
BACK OVER SEED AND SOIL SECURE BLANKET -- - - - / / (7.5cm)(5-125cm)
OVER SOIL WITH A ROW OF STAPLES/STAKES = ___ ______ _ remaining 12•(30cm) portion of RECPs
-- back over the seed and compacted soil.
SPACED APPROXIMATELY W (30cm) APART =_==- =- ==- - =
ACROSS THE WiDTH OF THE BLANKET. __- ___-- ---__- ___ _ ______- ___ ___ __ \ \�. Secure RECPs over compacted soil
_ ____ with a row of staples/stakes spaced
_-_ _- ==_ -_ = ==== _-- __ = _ ___ approximately 12° apart across the width
3. ROLL THE BLANKETS DOWN ACROSS THE SLOPE. -= ' _ -- -'-- =---- == -- --- _-- --
--- - - ---- - � � of the RECPs.
BLANKETS WILL UNROLL WITH THE APPROPRIATE O � •
-- _---'- '- =--' -' _ _-------- --- 3. Roll center RECPs m direction of water
SOIL -------=-=== =_ -- _---- ----- -- --- _
SIDE AGAINST THE S L SURFACE. ALL BLANKETS � 4'
i. I •'. '. flow h bottom of channel. RECPs will
----= - -----_
MUST BE SECURELY. FASTEN TO SOIL SURFACE - " ' - - -- 1 FASTENED
- ----- - 10-15cm
------- - unroll withappropriate side ainst the
- -
BY PLACING STAPLES STAKES IN APPROPRIATE -- _ -' - ==- --__-_ = ==-_-
- =----- - _ =- ----'- -- soil surface All RECPs must be secure)
LOCATIONS SHOO IN THE STAPLE PATTERN �--1 •••' � •� •
AS------------ -------------------- I I '
GUIDE WHEN USING OPTIONAL DOT SYSTEM, ---_"'----'"- ----------------------- fastened to sob surface by placing
_------------------------_---------_---- st nos stakes in appropriate lorntions
STAPLES TAKES SHOULD BE PLACED THROUGH --- ------ - --- -- - ------ =--------- =--
op /
- _ -' =--"-- - --- '- as shown In the staple pattern olds.
EACH OF THE COLORED DOTS CORRESPONDING TO - --- -----=------------ ----------------------- •'•' _ - -- =_-- _ _: _ - _=_ -_ ______ ______-== =_=e__ P guide. - -- - - - - --- - --= - ®Place consecutive RECPs end -over -end
THE APPROPRIATE STAPLE PATTERN. =- - ===-_- == =-== - _-_ __-- _ =---= 4
____ ______ ___________ ___ _____----------=-----= =- =;- � •• •• • •' •••. •; Ingle style) with a 4'-6° overlap. Use
- - - - ----- _---- _- _ - _-- ------ i (Sri
---=- --------- _ double row of staples staggered 4' -- -- ----------------------- - a le w soli 9g
4, THE EDGES OF PARALLEL BLANKETS MUST BE ==___-___ ---�______ =____ ____ _____________ __ ___- .
O - - - - ----------------------------- - -- - ---
---- -------------- APPROXIMATELY-- _ ---- _-- -- -------------------
STAPLED-- -==-=-r=rr=_ :=--r- _ : r= __ cup
A 2 ___ _ _ - _ ____- ---- -- -- -- ----- _---- - -- _ --
(5cm-12.5cm OVERLAP DEPENDING ON BLANKET =___ =_=-_-_-= =_ =- ==r-- __== ==- =- --- _-- --- ---- _----- --
) -=----=-===-- -_____ ___-- ------ =-==----=== 5 Full length edge of RECPs at t of side
.TYPE. TO ENSURE PROPER SEAM ALIGNMENT, =- _ ____ __ __ __ _______ ___ __=_ ___ -r _- __r ___ _- _
___ ___ _--=- --- -- -- ---- --------- -- slopes must be anchored with a row of
PLACE THE EDGE OF THE OVERLAPPING BLANKET _______________ r__=__r__ _ - -==c- _ _- ==s -====-r _- _- 6"
=_r =-r== -- = _ ==__- -=---==- -==- _ = staples/stakes approximately 1Y(30cm)
(BLANKET BEING INSTALLED ON TOP) EVEN WITH =___ _-__ _ _- - ------=---- -------- _ ----- ---------_- (15cm - I
THE COLORED SEAM STITCH ON THE PREVIOUSLY == --- --- -=--- --- --- -_-===----_ = --==----- _- ) - - - - - - apart in a 6'(15cm) deep X 6°(15an)
INSTALLED BLANKET. wide trench. Backfdl and compact the
ME _ MAINTENANCE: © trench after stapling.
1. INSPECT ROLLED EROSION CONTROL PRODUCTS RECP AT LEAST e
` ®CONSECUTIVE BLANKETS SPLICED DOWN THE TEMPORARY SLOPE PROTECTION FABRIC MATERIAL TO BE (RECP) Adjacent RECPs must b overlapped
SLOPE MUST BE PLACED END OVER END (SHINGLE NORTH AMERICAN GREEN S75 OR EQUIVALENT INSTALLED WEEKLY AND AFTER EACH SIGNIFICANT (I INCH OR GREATER) RAIN approximately 2°-5° (5-12.5cm)
STYLE VATIf AN APPROXIMATE 3' 7.5cm PER MANUFACTURER'S RECOMMENDATIONS FALL EVENT - REPAIR IMMEDIATELY CRITICAL POINTS NOTES: t (Depending on RECPs type) and stapled.
( ) 2. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND A. Overlaps and Seams Horizontal staple spacing should be
7. s pl flow channel applications s a
OVERLAP. STAPLE THROUGH OVERLAPPED AREA, EROSION MUST NOT OCCUR BENEATH THE RECP, B. Projected Water Line altered if necessary to Blow staples to � s{aple�chedt slot 13 recommended at 30
APPROXIMATELY 12' (30cm) APART ACROSS 3. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE C. Channel Bottom/Side Slope Vertices secure the critical points along the to 40 foot (9 -12m) Intervals. Use a
ENTIRE BLANKET WIDTH. CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. channel surface. double row of staples staggered
4. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE ' 4° 10cm art and 4' 10cm on center
6. EROSON CONTROL BLANKETS SHALL BE INSTALLED "in loose soil conditions, the use of t ) ( )
o PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. C over entire width of the channel.
FOLLOWING MANUFACTURERS SPECIFICATIONS staple or stake lengths greats than ®The terminal end of the RECPs must be
5. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER
IS ESTABLISHED. 6"(15cm) may be necessary to properly
secure the RECP s. anchored with a row of staples/stakes
approximately 12' (30cm) apart in a
' ROLLED EROSION CONTROL PRODUCTS (RECP) 6115cm) deep X 6"(15cm) wide trench.
1
NOT TO SCALE Badcflll and compact the trepan after
stapling.
t
t
G
Cad file name: P:\058-Rhetson Companies\019-Ace Hardware, Southern Pines, NC\Engineering\Engineering Plans\Construction Documents\058-019-ES.dwg
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are. required during normal business hours in accordance with the table below. When
adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy,
the inspection may be delayed until the next business day on which it is safe to perform the
inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of
normal business hours, the self -inspection shall be performed upon the commencement of the next
business day. Any time when inspections were delayed shall be noted in the Inspection Record.
Frequency
Inspect
[during normal
Inspection records must include:
business hours
(l} Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
goad working
holiday periods, and no individual -day+ rainfall Information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine it a site inspection is
needed)_ Days on which no rainfall occurred shall 6e recorded as
"zero," The permittee may use another rain -monitoring device
approved by th a Division.
(2) E&SC
At least once per
1. Identification ofthe measures inspected,
Measures
7 calendar days
2. Date and timevftheinspectivn,
and within 24
3. blame ofthe person performingthe inspection,
hours afaraln
4. Indicatlonofwhether the measures were operating
event y i.Olncn in
prepedy,
24 hours;
5. Description ofmaintenance needs for the measure,
5. Description; e;+idence, and date of corrective ac#ianstaken.
(3} ;tarmwater
At least once per
1. Identification of the discharge outfallsinspected,
discharge
7calendardays
2, Date and time af#heinspection,
outfalls{SDps}
and within 24
3: Name ofthe person performing the inspection,
hours afaraln
4. Evict?nceafindicators vfs#armwat=_rpollution such asoil
event �4.Oinch in
sheen,flvatingorsuspended solids ordiscoloration,
24hours
5. Indi[atianafvisiblesedimentleaving the site,
6. Description, evidence and date of corrective acGonstaken.
(4) Perimet,erof
At least vnre per
Ifvisible sedimentation is found outside site limits then arecord
site
7 calendar days
of the fallowing shall be made:
and within 24
1. Action staken toclean uporstabilizethesedimentthathaslek
hours vfarain
the site! limits,
event , lA inch in
Z. Description, evidence, and date of corrective actions taken, and
24 hours
3. Anexplanation astotheactions taken tacontrol future
releases.
i S} Stm_ams or
At least on re per.
If th e stream oruvekland has increased visible sedimentation or a
wetlands ansite
7 calendar days
stream hasvisihle increased turbidityfram the cans+.ruction
cur affsite
and within 24
activity, then a record ofthe following shall he made:
[where
hours of a rain
i. Description, evidence and date of corrective a[tivnstaken, and
accessible]
event =1.0Inch in
2. Records ofthe required reparkstatheappropriate Divislan
14 hours
Regional Office per Park III, Section C, Item (2)(a) of this permit
of this Kermit:
j6}Ground
After each phase
1. The phase of grading(installativnafperimeterEgiSC
stahilizatian
m grading
measures, Bearing and grubbing, inskallatian of storm
measures
drainage fa[ilities,completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation thattherequired grvundstabilization
measures have been provided within the required
timeframe or an assurance th at th ey will be provided as
soon as passible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved
E&SC plan must be kept up-to-date throughout the coverage under this permit. The following items
pertaining to the E&SC plan shall be kept on site and available for inspection at all times during
normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
initial and date each E&SCMeasure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection reportthat listseach
shown on the approved E&SC Plan.
E&S-C_ Measure shown on the approved E&SC
Plan, This documentation is required upon the
initial installation ofthe E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(o) ,4 phase of grading has been completed.
r
Initial and date a copy of the approved E&aC
Plan or complete, date and sign an inspection.
reportto indicate completion ofthe
construction phase.
(c) Ground cover fs located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications,
(d) The maintenance and repair
Complete, date and sign an fnspectfon report.
requirements far all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy ofthe approved E&SC
to E&SC Measures.
Plan or complete, date and sign an fnspection
reportto indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on tfie site
and available for inspectors at all times during normal business hours, unless the Division provides a
site -specific exemption based on unique site conditions that make this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall record the
required observations on the Inspection Record Form provided by the Division or a similar
inspection form that includes all the required elements. Use of electronically -available records in
lieu of the required paper copies will be allowed if shown to provide equal access and utility as
the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the a-N01 and all inspection records shall be maintained for a period of three
years after project completion and made available upon request [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out
unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather). Non -surface withdrawals from sediment basins shall be
allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering` tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
n�
INSTALLA11ON DETAIL
```.�``````` NOTES:1. / 1/ iALLOW
�',�as��.a��a ate. PROTECTION ON PUBLIC ROADS.
a a �C
4 a a
♦Oa�aa�Oa�a�aaaA`�aa�SILT BAGS SHOULD BE USED WITH
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
They cause sheen on surface waters (regardless of volume), or
They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances In excess of reportable quantities under Section 311 of the Clean
Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA (Ref: 40 CFR 302.4) or G.S.
143-215,85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact the
appropriate Division regional office within the timeframes and in accordance with the other requirements
listed below. Occurrences outside normal business hours may also be reported to the Department's
Environmental Emergency Center personnel at [phone].
Occurrence ,
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible Sediment
. Within24 hours, an oral or electronic notification.
deposition in a
. WIMLo 7cclendar days, a reportthat contains a description of the
stream or wetland
sediment and actions taken to address the cause of the d epasftfon.
Division staff maywaivethe requfrement for awritten report on a
ease -by -case basis.
Ifthe stream is named on the h1C 30; qd) 4 as Impaired for sediment -
related causes,the perrittee may be required to perform additional
monitoring, inspections or apply more stringent practices ff staff
determine that additional requirements are needed to assure cornplfance
with the federal or state im aired -waters condition.
p
(b) Oil spills and
. Within24 hours, an oral or electronic notification. The notiffcatian
release of
shall include information about the date, time, nature,volume and
hazardous
location of the spill or release,
substances per Item
1(b)-(c) above
(c) Anticipated
• ,4 relwrtatJeasttendays be-JnreMe date of thebypcss, if possible.
bypasses [4G CFR
The report shall include an evaluation ofthe anticipated quality and
122.41(m)(3)]
effect ofthe bypass.
(d) unanticipated
• WJthin24 hours, an oral or electronic notification.
bypasses [40 CFR
. Within 7 calendar days, a reportthat includes an evaluation ofthe
122.41(m)(3)]
quality and effect of the bypass.
(e) id oncompiJance
. Within:24 hours, an oral or electronic notification.
with the conditions
• Within7cclendordays, a reportthat contains a description of the
of this permit that
noncompliance, and Its causes; the period of non mrnpl lance,
may endanger
including enact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
envlronment[40
continue; and steps taken or planned to reduce, elirninate, and
CFR 122.41(I)(7)]
prevent reoccurrence ofthe noncompliance.140 CFR 122.41(I)(6).
• Division staff rnaywafvetha requirement for awritten report on a
ease b ease basis.
NCG01 SELF -INSPECTION, RECORDKEEPING AND REPORTING
GROUND STABILIZATION FOR DWG REQUIREMENTS
♦aapa�
♦`a4��`���
1 1 1 1-
s a^
1 1'
�+r�►bpi+r_._•
1 1
,N�,�C�rrrr
���i�4•': � i�►44��4��4��r1�4r4°�■■nine..
4�� 14������4��4�4�����r r�
frrr�fr��j�j p�i�l'►r�,:
\Ijrrrl j114��!r1'�'1A M r!
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r t
r
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1
/
OAK
1N
EFFECTIVE: 04/01/19
SITE AREA DESCRIPTION
STABILIZATIO
STABILIZATION TIME FRAME
N TIME
EXCEPTIONS
FRAME
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, AND SLOPES
HIGH QUALITYWATER (HQW)
7 D AYS
NONE
ZONES
SLOPES STEEPER THAN 3: 1
1 DAYS
IF SLOPES ARE 1 O' OR
LESS IN LENGTH AND ARE
NOT STEEPER THAN 2: 1,
14 DAYS ARE ALLOWED
SLOPES 3: 1 ORFLATTER
14 DAYS
7- DAYS FOR SLOPES
GREATER THAN 50
FEET IN LENGTH
L ES
ALL OTHER AREAS WITH SOP
1 4 DAYS
NONE EXCEPT FOR
FLATTER THAN 4: 1
PERIMETERS AND HQW
ZONES)
+,®III llla°,°®
° CAR
®.........
® 00.oFESSyo��+�
SEAL
05 57 °
� Q
e
o . E
PLAN STATUS
)7 14 22INITIAL SUBMISSION
1 O 27 22 2ND SUBMISSION
11 21 22 3RD .SUBMISSION
DATE DESCRIPTION
CP CP XXX
DESIGN I DRAWN CHKD
SCALE H 1" - 50,
V:
JOB No. 220064-01-001
DATE JULY 14, 2022
-ILE No.
SHEET 2.10

ri SEDIMENT BASIN REQUIREMENTS: L ikeSTEAk'01? METAL OST
ROPE HUB END ON OUTLET
SEDIMENT BASINS AND (RAPS SHALLMEETTHE FOLLOWING REQUIREMENTS:
AFFLE
s`�i�141� /3RQ��i,,,,, �j A) OUTLET STRUCTURES SHALL BE UTILIZED THAT WITHDRAW WATER FROM THE SURFACE END SECTIONS.
n7 rvrc nAalru Ut IKAPS It1Al HAVt A uNmm& A1&A ar LM THAN 1.0 AGKTF, DRAW -DOWN DESIGNS SPECFED I11"E
DIVISION OF LAND RESOURCES OR DELEGATED LOCAL PROGRAM REQUIREMENTS ARE ACCEPTABLE
C) CHEMICAL TREATMENT:
1) " ALL TREATMENT CHEMICALS MUST BE STORED IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER
STORM -RESISTANT COVER OR %RRMI DED BY SECONDARY CONTAINMENT STRUCTURES DESIGNED TO PROTECT ADJ
SURFACE WATERS,
2) ALL TREATMENT CHEMICALS MUST IE USED N ACCORDANCE WITH DOING SPECIFICATIONS AND APPLICATION
PROVIDED BY THE MANUFACTURER, SUPPLIER AND AS SPECIFIED BY THE DIVISION OF WATER QUAUTY.
3) THE PERMITTEE MUST ONLY USE CHEMICALS THAT HAVE BEEN APPROVED BY THE NC DIVISION OF WATER QU
AND POSTED ON THEIR 'NORTH CAROLINA DIVISION OF WATER QUALITY APPROVED PANS/}lOCCULANTS UST"
FOUND ON THEIR WEB SITE AT: http://portd.nodor.org/web/wq/wo/ou,
4) THE PERMITIEE MUST ROUTE STORMWATER TREATED WITH POLYMERS, FLOCCULANTS, OR OTHER TREATMENT
CHEMICALS TEIam SEDIMENT TRAPPING, FLTERm AND/OR SETTLING DEVICES(S) TO ENSURE ADEQUATE
REMOVAL OF SEDIMENT FLOCCULENT PRIOR TO DISCHARGE TO SURFACE WATERS.
D) DISCHARGE REQUIREMENT - DISCHARGES MUST MEET THE STATUTORY REQUIREMENTS OF THE SEDIMENT POLLU11ON
CONTROL ACT AND UTILIZE THE FRTOW"S OF SECTION 6.74 OF THE EROSION AND SEDIENT CONTROL PLANING
DESIGN MANUAL TO ASSURE THAT BUFFERS AND VEGETATED AREAS WILL BE USED 70 REDUCE THE POTENTIAL FOR
VISIBLE SILTATION OUTSIDE OF THE 25% BUFFER ZONE NEAREST THE LAND -DISTURBING ACTIVITY.
ARM :ASSEMBLY r
V ENCLOSURE
EUSPEOVE ME CROSS-SECTION MEW NOTES:
WATER ENTRY UNIT 1 FREEBO II
• 1 EMBANKMENT 1. REFER TO NCESCQP�DM ����f�-iii�l�T�� ��1=i�I�)- ������=I�����-
PVC ELBOW PVC VE SCHEDULE 40 STRUCT%RE EMERGENCY �LL AY [-T W+
PVC END CAP PIPE PVC PIPE PRIMARY PILL Y 1141IMENT
vil,��
�RISERR Y Y
WATER SURFACE
DEWA EG as
�.
4" #5 WASHED STONE
LAYER OF FILTER FABRIC
NOTES:
PVC END CAP �;.. FILTER FABRIC . � �
SPILLWAY SECTION RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE
PVC PIPE
END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM
SCHEDULE 40 __ BAFFLE BAFFLE ANC -gyp SLOPE OF 2.1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER
1,2° HOLES IN SEDIMENT E BARREL COLLAR
PVC TEE UNDERSIDE PVC PIPE PVC TEE OF
OR CULVERT HEIGHT.
STORAGE ZONE1 OR SKIMMER CONTACT 2 L 2 T�
PLATE BASEXI.5� INFORMATION EMBANKMENT , THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
DATA BLOCK STONE PAD J.W.FAIRCLOTH &SONS, INC ELEV=440.0 SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR
FLEXIBLE .: RIP -RAPPED SHAH Ar UNDERCUT SO THAT THE INVERT OF THE APRON SH
NOSE
BASIN
DRRAGE
IN
05
RISER
ARREL
D N)
��
� H )
FEET
(�
)
(���
t���J
(
CONCRETE
H 2
ANCHOR
BARN
12.3
IZ3
54.
NA
NA
1.0
2.0
4.0
36
1.5
5.0
REFER 8MP PLAN
P.O. BOX 757 I-- SPILLWAY
HILL SHOROIGH, NC 27278 -� I- _ T ELEV=438.5 -� i BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING
919-732-1244 I__i �_I I �_� ^� f _i iJ_ CHANNEL. THE APRON SHALL HAVEA CUTOFF OR TOE WALL AT THE
919-732-1266 FX vI ! I� ii i�, 111 ' + I DOWNSTREAM END.
MAXIMUM TAPER TO RECEIVING CHANNEL 5:1.
LOU wcn FRONT VIEW '61(IMMERS SHALL BE
R �R p ..l .►� �, r.✓��✓.�� �®`. r► ds..I .�,✓' .0 .�I� d��." - - .,.��✓.: �1 s�'� �.�. -�'� .. �.�✓ �/' �'
THE WIDTH OF THE END OF THE APRON SHAD_ BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL
SCHEDULE 40 F SKIMMER SIZE NOTES
COUPLING CONNECTION REQUIREMENTS 1. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM ADD SIDES
ALL SUBGRADE STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
USING STAPLES OR BY TRENCHING A5 FOR SILT FENCE
STANDA� SKIMMER pETAIL Z MOST OF THE SED14NT WLL ACCUMULATE IN THE 1ST BAY, CONSTRUCTION SPECIFICATIONS:
WHICH ML.D BE READILY ACCESSIBLE FOR MAINTENANCE. I. U-M GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL SURFACE SOIL
3 PROVIDE 3 BAFFLES USE TV F LESS THAN 20 FEET IN LENGTH). PROVIDE CONTANNG Hips AMOUNTS OF ORGANIC MATTER, AND STOCKPILE OR DISPOSE OF IT PROPERLY. HAUL ALL OBJECTIONABLE
5 BAFFLES FOR DRAT
5 BAFFLES
FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
111E PLACING SHALL
CHANNEL SHALL NOT BE ALLOWED.
AREAS GREATER THAN 10 AREAS
P 7 ROPE SUPPORTP BOTTOM 4. SHALL BE 700 G/hA AS REATEREROSION BLANKET MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS Nam.
&F8 MA/NTENANC� ��7 �¢ ,f p�R T 5. TOPS OF BAFFLES SHOULD 2 ENSIM THAT FILL MATERIAL FOR THE EMBANKIII IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC NATTER, AND OTHER
F SAGGING SIR JIDE 7� 2 INCHES LOWER THAN THE TOP OF THE BERMS MEOTIONABLE MATERIAL PLACE
�RT
NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE
4YSPEf;'r8AfFLfS AT LEAST ME' A PM AND AFTER THE FILL N LIFTS NOT TO EXCEED @ INCHES. AND MACHINE COMPACT IT OVER FILL 1FIE
WIRE 6, INSPECT BAFFLES FOR REPAIR DICE A WEEK AND AFTER EACH RAINFALL EMBANKMENT B INCHES lU OW FOR EA67f
ALL SETTLEMENT.
PERMITTED.
RAWAIG MAKEANYffWAW RfPAff$ I ((� pry f IC
XNAED/AIiZY LED INpTR CH 3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS, PREVENT THE SKIMMER DEVICE FROM SETTLING INTO THE MUD BY EXCAVAIING A
--STEEL POST SHALLOW PIT UNDER THE 59NNER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE OR TIMBER
CONSTRUC110N SPEiyFlGATIONS
EXIT WON I I 5�0ET
IrA I I I. T H.I I I lE 2 III:
MIN. -f_Yr,0NE­D1pAET1 P, IN
5TONtCLA-55
1
DIMEN0I 45
Ef%ffr'�lY WIr�TH E t-T
LEh1TH­ ( L.1
1 tFT
Ea'IT I�f�IH { E
ET
MIN. THI KNE55,
2
!i1
mIt",.T'P4E [1.1TE
T'' f1 .H�L
III;;
E:"
LE NTH f L`)rs ET
EMTVPLrTH ( r ,i' t=T
MIN. THIC�,Kt^1E' 51 � I
MINA 5t0NE DIAt.'TETE III'
.5t O NE CLA 5 ,
8r STAVE 7D MA/NTAN Aam 7r7 PINE BAfTZESs
ShWLD nE'FAORIC Of A 9ARW COLLAIM IEAA
4.
PLACE THE BARREL (TYPICALLY 4-NCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL DO NOT
U PERVIOUS MATERIAL SUCH AS SAND, GRAVE, OR CRUSHED STONE AS BACKFLL AROUND THE
N I
DES SIP BELWF (NWW71K RFPLALI' IT gg F� '
BAM
PIPE. PLACE THE FILL MAIMIAL
E PIPE SPILLWAY IN 4-INCH LAYERS AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SANE DENSITY
SUBGRADE PREPARATION -PREPARE THE SUBGRADE FOR RIPRAP AND FILTER TO THE REQUIRED LINES AND GRADES MOWN ON THE PLANS.
COMPACT ANY FILL REQUIRED IN THE SUBGRADE TO A DENSITY APPROXIMATING THAT OF THE SURROUNDING UNDISTURBED MATERIAL
PROMPTLY
EMBANKMENT.
. CAFEMUST B PIPEFIRM CONTACTWITH
TO RAMDEPTH THEOF
OR
fi WW 5£DAAW DEfVWS NOV IT AEAQIiU HALF COIR MESH OR SI ILAR, STAPLED OR - _ _ _ _ _ _ _ - _ _ - _ _ =
AS COMPACTING � AOTLa ET CTHE
BACKFILPIK
SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT, IN NO CASE SHOULD THE PIPE CONDUIT BE 14STALLLEDED BY
OVERFILL DEPRESSIONS WITH RIPRAP. REMOVE BRUSH, TREES, STUMPS, AND OTHER OBJECTIONABLE MATERIAL CUT THE SUBGRADE SUFFICIENTLY
DEEP THAT THE FINISHED GRADE OF THE RIPRAP WILL BE AT THE ELEVATION OF THE SURROUNDING AREA. CHANNELS SHOULD BE EXCAVATED
-
fULL 7V AIPONIDE ADEPUAIf $MAGE IQVME fOF 71C TRENCHED INTO BOTTOM OR SIDE SECTION MEW AT OP NIN • - - - - - - - - - _
CUTTING A W004 THROUGH THE BAN AFTER THE EMBANKMENT IS COMPLETE.
SUFFICIENTLY TO ALLOW PLACEMENT OF THE RIPRAP IN A MANNER SUCH THAT THE FINISHED INSIDE OIMENSIDNS AND GRADE OF THE RIPRAP
HEY7RA/N AND 70 REDUCE aV 7NE BA7Lr$ - - - - - - - - - - - _ -
5.
ASSEMBLE THE SKINNER FOLLOWING THE MANUFACTURERS INSIRUC110N S, OR AS DESIGNED.
MEET DESIGN SPECIFICATIONS.
-
TAKE DARE Ir7 AKV DANAQW DfeE BAFFLES DUR/AG CROSS SECTION - - - - - - - - - - - - - - - -
GYEAM?/T. SLDYNENT DEP7N $7�'/[D AN'.'HER fxa7p � - - - - - - - - - -- - - -
- - - - - - - - - - - - - - - -
- - - - - - - -
6.
LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE BARREL. PIPE.
ATTACH THE FLEXIBLE JON TO THE BARREL PIPEAND POSITION THE SKIMMER OVER THE EXCAVATED PIT OR SUPPORT. BE SURE TO
}
SYNTHETIC FILTER FABRIC -PLACE THE CLOTH FILTER DIRECTLY ON THE PREPARED FOUNDATION, OVERLAP THE EDGES BY AT LEAST 12 INCHES,
AND SPACE ANCHOR PINS EVERY 3 FT ALONG THE OVERLAP. BURY THE UPSTREAM END OF THE CLOTH A MINIMUM OF 12 INCHES BELOW
---- - --
NALF Mf DESADYED S7LWAGEOLP7PA _ _ _ _ _ _ _ _ _ .
B ----- -----
ATTACH A ROPE TO THE SKINNER AND ANCHOR rf TO THE SIDE THE BASIN, THIS WILL BE USED TO PULL 11 SKIMMER TO THE
SIDE FOR MAINTENANCEPAGE
GROUND AND WHERE NECESSARY, BURY THE LOWER END OF THE CLOTH OR OVER LAP WITH THE NEXT SECTION AS REQUIRED, SEE FIGURE 6.14A
2A&R NMA/NTENANC�
AR7ER TINE V V]R/BU7Nc DRAAVM6r AREA iW5' 8mY 1 - _ - _ _ _ _ - _ _ _ _ - _ - _
PRA°t7PLY STAD/L/ZED, A'aV;f' ALL BAWE AMMWI.ALS /A.`p rT SrY/AiA R Sr!ZVNENr BASIN AT LEAST MMZ r AM A -I& EAAI NOWfIGANT (aE-NALF M 64 GWfA7% RAINFALL EXW AhD AEPA/R )IIII MLY. R£AK1YE � Y:- _ _ - _ _ _ _ _ - - - - - - - `t" i
7,
EARTHEN SPLLWAYS-INSTALL THE SPI LWAY IN UNDISTURBED SOL TO THE GREATEST EXTENT POSSIBLE. THE ACHIEVEMENT OF
PLANTED ELEVATIONS, CRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRFIICAL TO THE SUCCESSf1A
6,14.6. TAKE CARE NOT TO DAMAGE THE CLOTH WHEN PLACING RIPRAP. IF DAMAGE OCCURS REMOVE THE RIPRAP AND REPAIR THE
SHEET BY ADDING ANOTHER LAYER OF FILTER MATERIAL
AAD /AIOSTARIi SZAMENTDEPAA7$ DRIAC 11rF AREA IG? SEDl4 W AAV' fiUT RE' IW AARW 70 I7S A4/GRAL R/A�FN.�Ws N AW SMAMDVTAWMaAW 70 f+WE-HALF M AWrw 7hr R9P7- NA9M Ra 7NE ,47umm 10 _ _ - -- - - - - -
- - _ - - - _ -
[ 9", AND SWIIL2E /T. QV£ YX .o 7HAT # E' SEDIMENT UNDERAEA7H Ir cm DE I=vA7M EXCAI/A7F 7frr.WMDVT f770V 7Nf L1VAA2" BASAV, NO7,.Wr AROMP 7hr Rif7NAMER OR 71fE f7RST - - - - - - -
OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH A LAMINATED PLAsnC OR IMPERMEABLE c�DTEXB�E FABR�.
THE FABRIC MUST BE WIDE AND LONG D UCH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAN FOR
WITH A MINIMUM OVERLAP OF 12 INCHES AROUND THE DAMAGED AREA. IF EXTENSIVE DAMAGE I S
S SUSPECTED, REMOVE AND REPLACE THE ENTIRE
SHEET.
aZL MAKE SyAP£ YEc£TAIXAY pA7NIYG IN 1H£ 90771N Of Rif£ L+ASAV AM5 PA?T hNW LlOINV ME' SXAVAft7P - -, -
ANCHORING N A TRENCH. THE EDGES MAY BE SECURED WITH 8--NCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO
EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PM NOT JOINED OR
/
`
WHERE LARD E STONES ARE USED OR MACHINE PLACEMENT IS DIFFICULT, A 4-INCH LAYER OF FINE GRAVEL OR SAND MAY BE NEEDED TO
REPAIR llff BAf1ZES F 1NEY ARE DAMA[>! G RE-ANQ'lQ7 7NE 8AfF1fS If WA7fR /S fZOWANi UAA7fFNEATN 04 ARUM77Aa/
SPLICED; OTHERWISE WATER CAN GET UNDER THE FABRIC. F THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH
PROTECT THE FILTER CLOTH.
st Cell nd
INLET ZONE Cell OUTLET ZONE
IF INf SK/L(NfX /S aOL,'1�0 W7A �ASN ANO THERE fs WA1tR N 7l� BA9'A; UST/A[L Y .ERKWG 4W 7FE' ROPE' (Nd[ MAKE TIA: sAxKNIEIP &ICI l/P AAO DONW AM D/.`ZGL7Gf 25% 25� of basin Z5 of asfn 25% of
OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED, THE UPPER SECTION(S) SHOULD OVERLAP
THE LOWER SECIIGUNS(S) `� THAT WATER CANNOT FLOW UNDER THE FABRIC. SECURE THE UPPER EDGE .AND SIDES OF THE FABRIC
`
STONE PLACEMENT -PLACEMENT OF RIPRAP SHOULD FOLLOW IMMEDIATELY AFTER PLACEMENT OF THE FILTER. PLACE RIPRAP SO THAT IT FORMS
A DENSE, WELL -GRADED MASS OF STONE WITH A MINIMUM OF VOIDS, THE DESIRED DISTRIBUTION OF STONES THROUGHOUT THE MASS MAY BE
of
IhE OfZIPlS AND RESTORE f1oNG Ar IA/S Day NOT Mt71P/� FULL Ihr SXAMNFR OVER 70 RfE 570E 0f ONE BAS9V AAfD AOHf TINE DEDrP/S ALSO afECK ATE OR'A`if2 a�rfaCe area aufa� area bosh surface area
IAGBE 7HE NMR& To Rr FIT Is av riso REat w I7L'DL7TBP/£ basin surface area
WITH A TRENCH WITH STAPLES tXT PINS,
OBTAINED BY SELECTIVE LOADING AT THE QUARRY, AND CONTROLLED DUMPING DURING FINAL PLACEMENT. PLACE RIPRAP TO ITS FULL
g
INLETS-: DISCHARGE WATER INTO THE BASIN N A MANNER TO PREVENT EROSION, USE TEMPORARY SLOPE DRAINS OR DIVERSIONS
THICKNESS IN ONE OPERATION. DO NOT PLACE RIPRAP BY DUMPING THROUGH CHUTES OR OTHER METHODS THAT CAUSE SEGREGATION OF STONE
/F TINE WMA& ARM OR BARREL Pff lS CL0GGt7A 7HE afflar CAN ®r r"01,0 AA0 7Af' 06O41RUCl/AV afARED NMI A fYU"%F5' 51110? 8Y fLMWG W7N WA7fR.
WITH OUTLET PROTECTION TO OVER SEDIM1S LADEN WATER TO THE UPPER END OF THE POOR. AREA TO IMPROVE BASIN TRAP
EFFICIENCY.
SIZES. TAKE CARE NOT TO DISLODGE THE UNDERLING BASE OR FILTER WHEN PLACING THE STONES.
LE SURE AAD AL�PLALE 7NE 7CE BfFGWP RtP naNAVG IhE sAT4f R
9.
EROSION CONTROL-CONSTRUGT THE STRUCTURE SO THAT THE DISTURBED AREA IS NINIH¢ED. DIVERT SURFACE WATER AWAY FROM
THE TOE OF THE RIPRAP SLOPE SHOULD BE KEYED TO A STABLE FOUNDATION AT ITS BASE AS SHOWN IN FIGURE 6.158. THE TOE SHOULD BE
EXCAVATED TO A DEPTH ABOUT 1.5 TIMES THE DESIGN THICKNESS OF THE RIPRAP, AND SHOULD EXTEND HORIZONTALLY FROM THE SLOPE.
aEff WE FABRV LW 573LL104Y fN7R DAAG1Gf AAD MAW ANYAEOJ/O RL7'AJRS H7AW FAWN THAT SPANS 7fE EVIL WD7A OF Riff SPMLLWAY. G7i'CK 7Af
SKIMMER BASIN E7WBAAt'YMAT MIPAK% AND
BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA 15 CLEARED. STABILIZE THE EMERGENCY SPILLWAY EMBANKMENT Ate
ALL OTHER DISTURBED AREAS ABOVE THE 01ST OF THE PRINCIPAL SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
THE FINISHED SLOPE MOULD BE FREE OF POCKETS OF SMALL STONE OR CLUSTERS OF LARGE HAND PLACING MAY BE NECESSARY TO ACHIEVE
QJ71ETfi:HPEWM 9AMA6E AND IAGSfECr711ffWBAAKMEAIT fW P�IAGAAV SET7LE3/ r MAKE ALL hEM3 'YRfftIINMEGWA7ELY.
1 R MOW ALL W WW AND 07W "S fROW 7W 9YMlfR AND PM AREAS
10.
INSTALL POROUS BAFFLES AS SPEWED IN PRACTICE 0.65, POROUS BAFFLES.
THE PROPER DISTRIBUTION OF STONE SIZES TO PRODUCE A RELATIVELY SMOOTH, UNIFORM SURFACE. THE FINISHED GRADE OF THE RIPRAP
NOT TO SCALE
11.
AFTER ALL THE SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE 5RUCTURE AND ALL THE
SHOULD BLEND WITH THE SURROUNDING AREA, NO OVERFALL OR PROTRUSION OF RIPRAP SHOULD BE APPARENT
FA; EZLNG LEATHER CAN Rm7 AV KJ5 FM4'VC /N 7NE L7i19H SY7ME SPELYAL P CAU7A WS ShWLD aF TAADW /N 77IE INV7L? TO PR6HENT 7lE SKIMMER f771J1W PLbWW
UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
NFRW lLr
MAINTENANCE:
IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN
PROPERLY DESIGNED AND INSTALLED IT REQUIRES VERY LITTLE
RIP -RAP Armull
LMAINTENANCE. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR
NOT TO SCALE SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH
GROWTH MAY BE NEEDED
IN SOME LOCATIONS.
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PLAN STATUS
7/14/22INITIAL
SUBMISSION
0/27/22
2ND SUBMISSION
1 /21 /22
3RD SUBMISSION
DATE
CP
DESIGN I
DESCRIPTION
CP XXX
DRAWN CHKD
SCALE ": I = ""
V:
OB N0. 220064-01-001
DATE JULY, 14, 2022
FILE No.
Cad file name: Ps 056-Rhetson Companies 019-Ace Hardware, Southern Pines, NC\Engineering\Engineering Plans Construction Documents 058-019-ES.dwg
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SHEET