SW3140802_Goldmine Conv Cntr RevisedFootprint 7-15-19_8/22/2019

8 1 7 1 6
H
REFERENCE:
1. U.S.G.S.
7.5'
TOPOGRAPHIC
MAP,
BAKERS QUADRANGLE, NC DATED: 2016.
2. U.S.G.S.
7.5'
TOPOGRAPHIC
MAP,
MATTHEWS QUADRANGLE, NC DATED: 2016.
3. U.S.G.S.
7.5'
TOPOGRAPHIC
MAP,
MONROE QUADRANGLE, NC DATED: 2016.
4. U.S.G.S.
7.5'
TOPOGRAPHIC
MAP,
WAXHAW QUADRANGLE, NC DATED: 2016.
OWNER/TEAM INFORMATION
CIVIL ENGINEER & LAND SURVEYOR
CIVIL & ENVIRONMENTAL CONSULTANTS, INC.
1900 CENTER PARK DRIVE, SUITE A
CHARLOTTE, NC 28217
PH: [phone]
FX: [phone]
CONTACTS: NATHAN T. BIVINS, PE
LANDSCAPE ARCHITECT
WIRTH & ASSOCIATES
1230 WEST MOREHEAD STREET
CHARLOTTE, NC 28208
PH: [phone]
FX: [phone]
CONTACT: GARY N. WIRTH
EMAIL: gwirth®wirthassociates.com
OWNER/DEVELOPER
UNION COUNTY PUBLIC WORKS
GOLDMINE CONVENIENCE CENTER
VICINITY MAP
SCALE: 1 " = 2,000'
SCALE IN FEET
0 2000 4000
UNION COUNTY PUBLIC WORKS
500 N MAIN STREET
MONROE, NC 28112
PH: [phone]
CONTACT: JOHN YVARS
EMAIL: john.yvars®unioncountync.gov
UTILITY COMPANIES
ELECTRIC SERVICE
UNION POWER
1525 NORTH ROCKY RIVER ROAD
MONROE, NC 28110
CONTACT: KEITH HELMS
DISTRIBUTION SYSTEM DESIGN SUPERVISOR
PH: 704-242-1598
NOTE: THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND ELEVATION OF ALL
UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION AND SHALL CONTACT THE OHIO
UTILITIES PROTECTION SERVICE A MINIMUM OF TWO (2) WORKING DAYS PRIOR TO
DIGGING AT TELEPHONE NO. 1-800-362-2764 NO EXCAVATION SHALL COMMENCE
UNTIL ALL APPLICABLE UTILITIES HAVE BEEN CLEARED.
NOTE: PRIOR TO ANY EXCAVATION FOR UNDERGROUND UTILITIES, CONTRACTOR
SHALL EXPOSE AND VERIFY LOCATIONS (HORIZONTAL AND VERTICAL) OF ALL
EXISTING UTILITIES INCLUDING BUT NOT LIMITED TO GAS, WATER, AND SANITARY
SEWER. ANY CONFLICTS SHALL BE REPORTED, IMMEDIATELY, TO THE ENGINEER AND
THE APPROPRIATE AUTHORITIES.
SITE RE -GRADING
4600 GOLDMINE ROAD, MONROE
UNION COUNTY, NORTH CAROLINA
DECEMBER 2018
REFERENCE:
1. AERIAL IMAGE FROM GOOGLE EARTH PRO, IMAGERY
DATE 3/30/2018.
2. STREAM DATA OBTAINED FROM FEMA NATIONAL FLOOD
HAZARD LAYER FOR FIRM PANEL 5406, EFFECTIVE DATE
10/16/2008.
REVISED
FEBRUARY 2019
JULY 2019
VICINITY MAP
SCALE: 1 " = 300'
SCALE IN FEET
0 300 600
DRAWING INDEX
SHEET
NUMBER
DRAWING
NUMBER
SHEET TITLE
1
C000
COVER SHEET
2
C001
GENERAL NOTES
3
C100
EXISTING CONDITIONS
4
C101
DEMOLITION PLAN
5
C200
OVERALL SITE LAYOUT
6
C201
SITE LAYOUT PLAN
7
C202
SITE LAYOUT PLAN
8
C300
EROSION CONTROL PLAN - PHASE 1
9
C301
EROSION CONTROL PLAN - PHASE 1
10
C302
EROSION CONTROL PLAN - PHASE 2
11
C303
EROSION CONTROL PLAN - PHASE 2
12
C304
EROSION CONTROL DETAILS
13
C305
EROSION CONTROL DETAILS
14
C306
EROSION CONTROL DETAILS
15
C400
GRADING AND STORMWATER PLAN
16
C401
ACCESS ROAD PLAN AND PROFILE
17
C500
SPECIFICATIONS; LEGENDS; APPENDIX B & ETC.
18
C501
SITE PLAN LIGHTING
19
C502
ENLARGED SITE PLAN LIGHTING
20
C503
PHOTOMETRIC CALCULATIONS AND FIXTURE SPECIFICATIONS SHEET
21
C701
LANDSCAPING PLAN
22
C800
SITE DETAILS
23
C801
SITE DETAILS
SITE DEVELOPMENT ZONING DATA
TOTAL AREA OF EXISTING PROPERTY:
ZONING DISTRICT:
PROJECT DRAINS TO (RIVER BASIN):
RECEIVING WATER:
CLASSIFICATION:
FRONT BUILDING SETBACK:
LEFT SIDE BUILDING SETBACK:
RIGHT SIDE BUILDING SETBACK:
REAR BUILDING SETBACK:
PARKING STALLS REQUIRED (1/2 SPACE PER EMPLOYEE):
PARKING STALLS PROVIDED:
HANDICAP STALLS PROVIDED:
SOILS:
100.0 ACRES
R-20
CATAWBA RIVER BASIN
E FORK TWELVEMILE CREEK
C
MIN
40'
12'
12'
40'
1 STALLS
1 STALLS
1 STALLS
WyB, GfB2
1
Know what's below.
Call before you dig.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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v v v v v v v v v v v v v v v v v v v v
GENERAL NOTES
1. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH
EXISTING CONDITIONS PRIOR TO BIDDING ON THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING
EXAMINATION ARE SIGNIFICANTLY DIFFERENT FROM THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY
THE ENGINEER IMMEDIATELY.
2. EXISTING SITE INFORMATION / TOPOGRAPHIC SURVEY WAS PREPARED BY PITTMAN LAND SURVEYING,
DATED AUGUST 13, 2018. CEC IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF
THE INFORMATION SHOWN.
3. THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL EXISTING UTILITIES (INCLUDING
THOSE LABELED PER RECORD DATA) PRIOR TO THE BEGINNING OF CONSTRUCTION OR EARTH
MOVING OPERATIONS. INFORM ENGINEER OF ANY CONFLICTS DETRIMENTAL TO THE DESIGN INTENT.
4. 48 HOURS BEFORE DIGGING IS TO COMMENCE, THE CONTRACTOR SHALL NOTIFY THE FOLLOWING
AGENCIES: NORTH CAROLINA 811 UTILITY PROTECTION SERVICES, AND ALL OTHER AGENCIES THAT
MAY HAVE UNDERGROUND UTILITIES INVOLVING THIS PROJECT AND ARE NON-MEMBERS OF NC
UNDERGROUND PROTECTION, INC.
5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE
FEDERAL, STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL
TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS THE
SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO INITIATE, MAINTAIN AND
SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE
WORK.
6. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND OWNER'S
REPRESENTATIVE FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT
AND/OR EXISTING FACILITIES OCCURRING IN THE COURSE OF THE DEMOLITION AND CONSTRUCTION
DESCRIBED IN THE PLANS AND SPECIFICATIONS.
7. CONTRACTOR SHALL OBTAIN A PERMIT FOR ALL CONSTRUCTION ACTIVITIES IN ACCORDANCE WITH
LOCAL, STATE, & FEDERAL REGULATIONS.
8. THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL CODES, OBTAIN ALL APPLICABLE PERMITS, AND
PAY ALL REQUIRED FEES PRIOR TO BEGINNING WORK.
9. THE CONTRACTOR IS TO PERFORM ALL INSPECTIONS AS REQUIRED BY THE NCDEQ FOR THE
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT AND FURNISH OWNERS
REPRESENTATIVE WITH WRITTEN REPORTS. UNION COUNTY PUBLIC WORKS WILL OBTAIN NPDES
PERMIT.
10. CONTRACTOR SHALL IMPLEMENT ALL SOIL AND EROSION CONTROL, PRACTICES REQUIRED BY NCDEQ.
11. ALL GROUND SURFACE AREAS THAT HAVE BEEN EXPOSED OR LEFT BARE AS A RESULT OF
CONSTRUCTION AND ARE TO FINAL GRADE AND ARE TO REMAIN SO, SHALL BE SEEDED AND
MULCHED AS SOON AS PRACTICAL IN ACCORDANCE WITH SPECIFICATIONS. IF NO SPECIFICATIONS
ARE SUPPLIED, USE NCDEQ EROSION CONTROL MANUAL.
12. ITEM NUMBERS REFER TO THE NC DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL
SPECIFICATIONS, AND ALL CONSTRUCTION WORK SHALL BE DONE ACCORDING TO SAID
SPECIFICATIONS AND IN ACCORDANCE WITH APPLICABLE STANDARDS OF UNION COUNTY. WHEN IN
CONFLICT, THE COUNTY REQUIREMENTS SHALL PREVAIL.
13. ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE LATEST REGULATIONS OF THE
AMERICANS WITH DISABILITIES ACT.
14. THE CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER
PERTINENT INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS
SET OF DOCUMENTS FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT.
15. BEFORE INSTALLATION OF STORM OR SANITARY SEWER, OR OTHER UTILITY, THE CONTRACTOR SHALL
VERIFY ALL CROSSINGS, BY EXCAVATION WHERE NECESSARY, AND INFORM THE OWNER AND THE
ENGINEER OF ANY CONFLICTS. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT
NOTIFIED OF DESIGN CONFLICTS PRIOR TO CONSTRUCTION.
16. ADJUST/RECONSTRUCT ALL EXISTING CASTINGS, CLEANOUTS, ETC. WITHIN PROJECT AREA TO GRADE
AS REQUIRED.
v v v v v v v v
DEMOLITION NOTES
1. ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF CONSTRUCTION SHALL
BE REMOVED UNLESS NOTED OTHERWISE WITHIN THIS CONSTRUCTION SET AND/OR PROJECT
SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS AND FOOTINGS. CAVITIES LEFT BY
STRUCTURE REMOVAL SHALL BE BACKFILLED WITH SATISFACTORY MATERIALS AND COMPACTED TO
THE GEOTECHNICAL ENGINEER'S RECOMMENDATION.
2. CLEARING LIMITS SHALL BE PHYSICALLY MARKED IN THE FIELD BY THE CONTRACTOR.
3. NO TREES SHALL BE REMOVED, NOR VEGETATION DISTURBED BEYOND THE LIMITS OF CONSTRUCTION
WITHOUT THE EXPRESS WRITTEN APPROVAL OF THE OWNER'S REPRESENTATIVE.
4. TREE PROTECTION FENCING SHALL BE IN ACCORDANCE WITH THE NCDEQ STANDARD PRACTICE 6.05
(EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL). DO NOT OPERATE OR STORE
EQUIPMENT, NOR HANDLE OR STORE MATERIALS WITHIN THE DRIP LINES OF THE TREES SHOWN TO
REMAIN.
5. PROTECTION OF EXISTING TREES AND VEGETATION: PROTECT EXISTING TREES AND OTHER VEGETATION
INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING OR SKINNING OF
ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION
MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE, EXCESS FOOT OR VEHICULAR TRAFFIC, OR
PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY GUARDS TO PROTECT TREES AND
VEGETATION TO BE LEFT STANDING.
6. ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BECOME THE PROPERTY OF THE
CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND
DISPOSED OF OFFSITE IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL
AND STATE CODES AND PERMIT REQUIREMENTS. TAKE CARE TO PROTECT UTILITIES THAT ARE TO
REMAIN. REPAIR DAMAGE ACCORDING TO THE APPROPRIATE UTILITY COMPANY STANDARDS AND AT
THE CONTRACTOR'S EXPENSE.
7. ALL UTILITY DISCONNECTION, REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT
SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY / AGENCY. UTILITY CONTACTS
ARE LISTED ON THE COVER SHEET.
8. THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR
OBTAINS PRIOR WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES.
9. EROSION & SEDIMENT CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE PROPERLY
INSTALLED AND FUNCTION PROPERLY PRIOR TO INITIALIZATION OF DEMOLITION ACTIVITIES.
10. ASBESTOS OR HAZARDOUS MATERIALS ARE NOT EXPECTED, IF FOUND ON SITE, SUCH MATERIALS
SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL
NOTIFY OWNER IMMEDIATELY IF HAZARDOUS MATERIALS ARE ENCOUNTERED.
11. CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL AND OSHA REGULATIONS DURING ALL
DEMOLITION ACTIVITIES.
12. CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS AND
BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED
ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER.
13. CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES, STRUCTURES, AND FEATURES TO REMAIN. ANY
ITEMS TO REMAIN THAT HAVE BEEN DISTURBED OR DAMAGED AS A RESULT OF CONSTRUCTION
SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR AT CONTRACTOR'S EXPENSE.
14. CONTRACTOR SHALL PROVIDE AND MAINTAIN TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH
STATE DEPARTMENT OF TRANSPORTATION REGULATIONS AND AS REQUIRED BY LOCAL AGENCIES WHEN
WORKING IN AND/OR ALONG STREETS, ROADS, HIGHWAYS, ETC.. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO OBTAIN APPROVAL AND COORDINATE WITH LOCAL AND/OR STATE AGENCIES
REGARDING THE NEED, EXTENT AND LIMITATIONS ASSOCIATED WITH INSTALLING AND MAINTAINING
TRAFFIC CONTROL MEASURES.
15. ALL UTILITY AND STRUCTURE REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT
SHALL BE COORDINATED AND PROPERLY DOCUMENTED BY A CERTIFIED PROFESSIONAL, WHEN
APPLICABLE, WITH THE APPROPRIATE UTILITY COMPANY, MUNICIPALITY AND/OR AGENCY. DEMOLITION
OF REGULATED ITEMS MAY INCLUDE, BUT ARE NOT LIMITED TO WELLS, ASBESTOS, UNDER GROUND
STORAGE TANKS, SEPTIC TANKS AND ELECTRIC TRANSFORMERS. DEMOLITION CONTRACTOR SHALL
REFER TO ANY ENVIRONMENTAL STUDIES FOR DEMOLITION RECOMMENDATIONS AND GUIDANCE.
AVAILABLE ENVIRONMENTAL STUDIES MAY INCLUDE, BUT ARE NOT LIMITED TO PHASE I ESA, PHASE II,
WETLAND AND STREAM DELINEATION AND ASBESTOS SURVEY. ALL APPLICABLE ENVIRONMENTAL
STUDIES SHALL BE MADE AVAILABLE UPON REQUEST.
16. THE CONTRACTOR SHALL USE SUITABLE METHODS TO CONTROL DUST AND DIRT CAUSED BY THE
DEMOLITION ACTIVITIES.
v v v v v v v
LAYOUT NOTES
1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND
REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK.
2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, INCLUDING
IRRIGATION LINES. TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN. RELOCATE EXISTING
UTILITIES AS INDICATED, OR AS NECESSARY FOR CONSTRUCTION.
3. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN IN ACCORDANCE WITH NCDEQ TREE
PROTECTION SPECIFICATIONS (6.05).
4. ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN, WHICH RESULTS FROM THE CONTRACTOR'S
OPERATIONS SHALL BE REPLACED WITH LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE.
5. SITE DIMENSIONS SHOWN ARE TO THE EDGE OF PAVEMENT UNLESS OTHERWISE NOTED.
6. CONTRACTOR SHALL MAINTAIN ONE SET OF AS -BUILT / RECORD DRAWINGS ON -SITE DURING
CONSTRUCTION FOR DISTRIBUTION TO THE OWNER AND/OR OWNER'S REPRESENTATIVE UPON
COMPLETION.
7. THIS SITE LAYOUT IS SPECIFIC TO THE APPROVALS NECESSARY FOR THE CONSTRUCTION IN
ACCORDANCE WITH UNION COUNTY. NO CHANGES TO THE SITE LAYOUT ARE ALLOWED WITHOUT THE
WRITTEN APPROVAL OF THE ENGINEER. CHANGES MADE TO THE SITE LAYOUT WITHOUT APPROVAL IS
SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.
GRADING NOTES
1. ALL PROPOSED GRADES SHOWN ARE TOP OF SUBGRADE ELEVATIONS UNLESS INDICATED OTHERWISE.
2. ALL ELEVATIONS SHOWN ARE TO OF SUBGRADE ELEVATIONS.
3. CONTRACTOR SHALL STRICTLY ADHERE TO THE EROSION & SEDIMENT CONTROL PLAN PREPARED FOR
THIS PROJECT.
4. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILING TOPSOIL, MASS
GRADING, EXCAVATION, FILLING, UNDER CUT AND REPLACEMENT, IF REQUIRED, AND COMPACTION.
5. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT AS
RECOMMENDED BY THE GEOTECHNICAL ENGINEER.
6. PLACE TOPSOIL OVER THE SUBGRADE OF UNPAVED, DISTURBED AREAS TO A DEPTH INDICATED ON
THE LANDSCAPE PLANS (6" MINIMUM).
7. ALL SLOPES IN NON -PAVED AREAS SHALL BE 2:1 (HORIZONTAL:VERTICAL) MAXIMUM UNLESS NOTED
OTHERWISE.
8. ALL AREAS NOT PAVED SHALL BE STABILIZED 7-14 DAYS IN ACCORDANCE WITH THE EROSION &
SEDIMENT CONTROL PLAN, UNLESS NOTED OTHERWISE.
v v v v v v
UTILITY NOTES
1. WATER AND SEWER UTILITY LINES WILL NOT BE EXTENDED TO THIS SITE. A FIRE EXTINGUISHER WILL
BE LOCATED AT THE ATTENDANT'S SHED AND A PORTABLE RESTROOM WILL BE INSTALLED ONSITE.
2. THE CONTRACTOR IS PARTICULARLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE
EXISTING UTILITIES SHOWN HEREON IS BASED ON TOPOGRAPHIC SURVEYS AND RECORD DRAWINGS.
THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR COMPLETE.
SHOULD UNCHARTED UTILITIES BE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR INSTRUCTIONS. THE CONTRACTOR SHALL
CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND
REQUEST FIELD VERIFICATION OF UTILITY LOCATIONS. IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO RELOCATE EXISTING UTILITIES CONFLICTING WITH IMPROVEMENTS SHOWN HEREON
IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS GOVERNING SUCH OPERATIONS.
3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO COMMENCEMENT OF
CONSTRUCTION.
4. ADJUST ALL EXISTING UTILITY SURFACE FEATURES INCLUDING BUT NOT LIMITED TO CASTINGS, VALVE
BOXES, PEDESTALS, CLEANOUTS, ETC. TO MATCH PROPOSED FINISHED GRADES, UNLESS OTHERWISE
INDICATED.
5. THE CONTRACTOR SHALL PROVIDE RECORD DRAWINGS OF ALL IMPROVEMENTS. INCLUDE AT LEAST
TWO DIMENSIONS TO EACH VALVE AND MANHOLE FROM KNOWN SITE FEATURES. DRAWINGS SHALL
INCLUDE HORIZONTAL AND VERTICAL INFORMATION ON ALL NEW UTILITIES AS WELL AS EXISTING
UTILITIES ENCOUNTERED.
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1)
NCDENR/Division of Energy, Mineral and Land Resources
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
a� Perimeter dikes, swales, ditches, slopes
7 days
None
° High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
i
Know what's below.
Call before you dig.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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\ \ \ \\ \ \\ TIII )II(I � r / \ �\ \ IJ I I I I 1' 1 III I ( ( I\ i)> — — — -----�
� III I I ( �I I \ - � I ( `` PARCEL 09399009
\ \ \ \\ 3o I I I I L EXISTING DRY POND I III I ES \ � I) / \ UN/ON COUNTY PUBLIC WORKS \ \ I \ I \ 1 \ \
W/ ES 4
I\ // UN/ON CO ZONING.- R-20
36'rR6o N EN� Sr x
I I I — \ \----__-7 J \\
x I' OPERATIONS CENTER STORMWATERINV=625.0—� C-4,
/
/
/� SYSTEM PER R✓ HARRIS DESIGN \I
/ x (CONTRACTOR TO VERIFY SIZE, / / /
/P l I I LOCATION, AND INVERTS)
BENCH MARK
TOP NW CORNER OF
OUTLET STRUCTURE
EL 630.24
\ W 80'38'47.96" /60 30" RCP
,/ / t �x I ► / / I /
EX/S/TNG BARREL AND OUTFACE I I "" \ /NV-623.0
j _ I
PER R✓ HARRIS DESIGN I III I 11 I I k /
(CONTRACTOR TO VERIFY SIZE, l I I I I 1 \ '/ ( i ) / //—\,
LOCATION, AND INVERT) I IIIIII I j 18" RCP
/ I I I \\ \ V
/NV U/5=624.77 ��/ � �
-\ N 48.14'12" E 801.73' — — \ r I II I /NV D/S=623.0 > (x I
\ - - - - EXISTING TREE I I I. Il \ \ ,/ ( +� i 1 I \ I \ \I / < \ /
(APPROX/MATE LOCAT/ON) I \ / / _ I \ I \ l
\ EXISTING 18" RCP
/ INV U/S 625.09 1 x I \ \ \ \
EXISTING LIGHT POLE l I \ PA EMENT /END OF/ /NV D/S=624.97
(APPROXIMATE LOCAT/ON) ) j
------J/ / PART/AL + 1 I x
--, -------- �- � - PAVEMENT 15
\ \ I \
- - - - - - - - _ — - I l o \
_ OPERATIONS CENTER STORMWATER I \ STORAGE \ /
- - - - - - - - _ EXISTING STORM DRAIN
/ INLETS PER SURVEY ( / / SYSTEM PER R✓ HARRIS DESIGN
/ (CONTRACTOR TO VERIFY SIZES, I O \
(SEE REFERENCE NOTE 1) /) \ SHOPS
ROAD ' LOCATIONS, AND INVERTS) I I 1 L 1
ACCESS � - , �' � I \ 1
REFERENCE
1. EXISTING TOPOGRAPHY WAS PROVIDED IN 1-FT CONTOUR
INTERVALS BY PITTMAN LAND SURVEYING; DATE OF SURVEY
AUGUST 13, 2018.
2. EXISTING 2-FT INTERVAL CONTOURS OUTSIDE OF SURVEY
WERE TAKEN FROM NCONEMAP.GOV FOR UNION COUNTY
BASED ON 20-FT DEM GRID CELLS GENERATED FROM LIDAR.
3. EXISTING OPERATIONS CENTER STORM DRAIN SYSTEM WAS
TAKEN FROM RJ HARRIS PLANS APPROVED FOR
CONSTRUCTION ON OCTOBER 28, 2014.
SS I WAREHOUSE
I BUILDING
LEGEND
— •650
EXISTING CONTOUR
PROPERTY LINE
- -
- - - - - -
PROPERTY LINE SETBACK
ADJACENT PROPERTY LINE
- -
EXISTING TREE LINE
—x x x
EXISTING FENCE
EXISTING ACCESS ROAD
EXISTING WELL CASING
* EH
EXISTING FIRE HYDRANT
N wv
EXISTING WATER VALVE
EXISTING UNKNOWN VALVE
EXISTING YARD INLET
0
EXISTING CURB INLET
SS
EXISTING SANITARY SEWER MANHOLE
ST
EXISTING STORM DRAIN PIPE (RJ HARRIS)
EXISTING YARD INLET (RJ HARRIS)
SEE
REFERENCE
O
EXISTING MANHOLE (RJ HARRIS)
NOTE 3
EXISTING OUTFALL (RJ HARRIS)
TREE CLEARING
TREE CLEARING AREA
PROPOSED LIMITS OF DISTURBANCE
IN U/S
PIPE UPSTREAM INVERT
IN D/S
PIPE DOWNSTREAM INVERT
GENERAL NOTES
1. TREE CLEARING ONLY WITHIN THE LIMITS OF DISTURBANCE.
2. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANY ACTIVITIES ON SITE
MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT OR DIVISION OF WATER
RESOURCES RULES AND REGULATIONS [15A NCAC 4B.0110].
SCALE: 1 " = 50'
SCALE IN FEET
0 50 100
i
1
Know what's below.
Call before you dig.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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� co � `� \ \\ \ \ \ •650• EXISTING CONTOUR
I I 1 \ \ \ I \ \ \ \ \ \ \ \ \ \ \ \ \/ /
PROPERTY LINE
/' - - - - - - - - PROPERTY LINE SETBACK
ADJACENT PROPERTY LINE
EXISTING TREE LINE
\ o x x x EXISTING FENCE
NORTH ,\ �\\ ` ,;,,,; \\ \\
MATCHLINE SEE SHEET C301 / _ / \ \ \ \ EXISTING ACCESS ROAD FOR CONTINUATION / / \ / \\ \\\ \ ''''\\ \\ \\
637 �\ \ / \ \ \\ \\ O EXISTING WELL CASING
F ,"''' \ \ \\\ \\ \ \ * FH EXISTING FIRE HYDRANT
�� F � SF SF � ,,,,� / \ \ � \ I \ \ p4 wv EXISTING WATER VALVE
��_- =J �,) I / �` \\ \\\ \\ \\ \\ EXISTING UNKNOWN VALVE
/ / / j /� 'c x x x x x x __�r'� x��c\ x��x sue` x-�-x x I( EXISTING YARD INLET
J PARCEL 07096041 / / I I I cn I 1 1 \ \_-- J J / / I \ I /✓� \\ �\ �\ \� \\ 1 /
/ ARMANDO ZUNIGA AMAYA / / ) I I ' I ( I I / \ \ \ \ \\ \ 1 l 0 EXISTING CURB INLET
12'
DB 6903 PG 231/W
\ \
SS EXISTING SANITARY SEWER MANHOLE
ER YARD
SETBACK MATCHLINE SEE SHEET C301 ST EXISTING STORM DRAIN PIPE (RJ HARRIS)
I I �\ \ \\ \\ // /// I\\ \\\ `� - - - /- FOR CONTINUATION - � - \\ \\ � \ \
EXISTING YARD INLET (RJ HARRIS) SEE
REFERENCE
EXISTING MANHOLE (RJ HARRIS) NOTE
EXISTING OUTFALL (RJ HARRIS)
TREE LINE
I 1111 //// �\ \�\ ��-�\ \\ `-�I \ x x x FENCING
- - - - \ , LIMIT OF DISTURBANCE
_630- - _ _ _ _ _ _ _ _ I I �� \ EXISTING WELL CASING
- ---�\ �/ �� \ \(TO BE ABANDONED / /// �\ \ \ ( \ \- \ \ I CONSTRUCTION ENTRANCE
\\ \ , ` /,- I \� BY NOWNER)
ORANGE TREE PROTECTION FENCE
J
x ( \ \`���� _- ��i//� \ �� I \ \\ \ \� SF SILT FENCE
\ \ \ \ \ I I I I I I I I EXISTING IIII 1 I I /"\ I \\�-- ��-�i \ 1 I ( \ I \\ \ RIPRAP OUTLET PROTECTION
F \ \ \ \ \ \ �� I I I I IIII DRY POND x \�_. \ I \ I \ \ ► � \
\ , /\ \ \ \ I \ \ I \ \ EROSION CONTROL BLANKET
_ CHANNEL MATTING
1 \
r� � s I I I I I I I I I \�i - \ \ // I �� \ \� \\ \\ \\ \\ \ \\ \\ DIVERSION CHANNEL
\ \ \ I I I I I I I I I I I �. l) l \ \ \ \ \
x / / ( I \ \ \ \ \ \\ �\ \ 650CONTOUR
X 650.4 SPOT ELEVATION
x \ / I \ \ \\ \ \ \ \ \ RIPRAP OUTLET PROTECTION
� ( I
1 \ \ \ \\ J I I I I I ) N \
l l l l o I I I/ // �\ / 1 ` \
1\, J/
PARCEL 09399009
\
/ � / \�-, UN/ON COUNTY PUBLIC WORKS �, \ CONSTRUCTION SEQUENCE �o J / I \ UN/ON CO ZONING.- R-20 \ \
\\ \\ \ I \ �) I I / I I $Tx I / I / \-`) \ J \ i \\ \ 1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY
630-
( I I \ / I I / I I / \ \ I \ \ OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" FROM NORTH CAROLINA
DEPARTMENT \ 1 I
O ENVIRONMENTAL
UDIVISION
II ENERGY, MINERAL AND LAND
Sr RESOURCES. E APPROVAL NOTICE MUST BEON-SITE AND
x CONSTRUCTION ACTIVITIES.
I \ 20' WIDE EMERGENCY SPILLWAY
I I '\(�I T I I\ I I I I /I I/ � \ \ I \
\� 2. INSTALL SILT FENCE AS SHOWN ON THE PLANS, CLEARING ONLY AREAS NECESSARY FOR
(PER R✓ HARRIS PLANS, INSTALLATION.
TO BE FIELD VERIFIED) x EX/STING 3610 RCP/NV IN = 626.0 ` I / /`\ I �, 1 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.
/NV OUT = 625.0
( / )
EXISTING 4X4' I.D. PRE -CAST RISER III; 1 I I I / \ / ,.-\�I 1�" x \, (SIZE AND INVERTS PER R✓ HARRIS PLANS) �\ 4. INSTALL OUTLET PROTECTION AND DIVERSION CHANNELS STARTING AT DOWNSTREAM END.
\ I I / \ / / l / (CONTRACTOR TO VERIFY SIZE, LOCATION / \ /�� �� / / / 5. ROUGH GRADE SITE.
(SIZE PER R✓ HARRIS PLANS) - / r I I \ I / ` I l t , J l l / f AND INVERTS)
_j I \ / I / / I / x �� / =� �\ j S �1 / / \ / I / 6. MAINTAIN EROSION CONTROL PRACTICES DAILY OR AS NECESSARY.
I \ / 7. COMPLETE ALL GRADING AND PAVING OF AREAS AS SHOWN ON PLANS.
EXISTING
G 623.5 RCP BARREL v/ \\ \ / / J , / / I / \x ( \ \ // �JINV
_ _ I I / / 8. INSTALL EROSION CONTROL MATTING MAG SC150 ON SLOPES 3H:1V OR STEEPER.
/NV OUT = 623.0 I / /�\ i / 1 I/ // / /���-x��x�Lx / \\\-''\� ' / \\ I ( )
(SIZE AND INVERT PER R✓ HARRIS PLANS) / / \ / I l k \ \ �x�x� - 11 I 9. MAINTAIN ALL EROSION CONTROL DEVICES AS NECESSARY. ALL EROSION CONTROL
(CONTRACTOR TO VERIFY SIZE, LOCATION, 5� ( ` J / l l ' / / l J _ J \ �x _ l l
� DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT THE SITE HAS BEEN
AND INVERTS) /62 I II / / // I \ / / / -'' \\ I'- X /� `\ PERMANENTLY STABILIZED WITH VEGETATIVE COVER AND PAVEMENT ARE IN PLACE.
/ � I LL (APROXLOCATION, OUTFAI( I l10. ONCE SITE IS STABILIZED, GAIN INSPECTION AND APPROVAL FROM NCDEQ.
CONTRACTOR TO VERIFY SIZE, LOCATION, AND INVERTS) / X 1 1. UPON APPROVAL, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
/
I\/// / ( VEGETATION ON DISTURBED AREAS.
A- , I \ / / / I 12. SUBMIT NOTICE OF TEMINATION ONCE SITE HAS ACHIEVED PERMANENT VEGETATION.
;C
m
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7
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r
l // / �� II I I \I I X
+� x
- - - ` N 46'14'12T3_i_\\� I J II I j / j ,I/\\ \\ \V/
�I 1 \ J/ j +/� EXISTING FENCE (DO NOT DISTURB) I II x I I I \ \\
1/ J I I I I I I STORAGE \\ \
\ \ _ _ _ _ _ _ - - - - - \I i I i I \\ EXISTING STORM DRAIN SYSTEM I 11 \ ( x I I \ \
\ \ / (CONTRACTOR TO VERIFY SIZES, \
// LOCATIONS, AND INVERTS)
+
_
-( \ \ I
\`------------ / ' �� 15 % ` �z+
I \ \
ACCESS ROAD
EXISTING GRATE
INLET
EXISTING CURB INLET
- - - - - - - - - - -
I EXISTING WAREHOUSE BUILDING
REFERENCE
1. EXISTING TOPOGRAPHY WAS PROVIDED IN 1-FT CONTOUR
INTERVALS BY PITTMAN LAND SURVEYING; DATE OF SURVEY
AUGUST 13, 2018.
2. EXISTING 2-FT INTERVAL CONTOURS OUTSIDE OF SURVEY
WERE TAKEN FROM NCONEMAP.GOV FOR UNION COUNTY
BASED ON 20-FT DEM GRID CELLS GENERATED FROM LIDAR.
3. EXISTING OPERATIONS CENTER STORM DRAIN SYSTEM WAS
TAKEN FROM RJ HARRIS PLANS APPROVED FOR
CONSTRUCTION ON OCTOBER 28, 2014.
EROSION CONTROL AND GRADING NOTES
1.
REFER TO OTHER PLANS FOR STORM DRAIN STRUCTURE DATA.
2.
ALL DEMOLITION DEBRIS IS TO BE REMOVED FROM THE SITE AND DISPOSED OF IN
ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR ANY PERMITTING REQUIRED FOR DEMOLITION
ACTIVITIES.
3.
PROPOSED TREE LINE HAS BEEN OFFSET FOR CLARITY. NO CLEARING OUTSIDE OF LIMIT
I
OF DISTURBANCE. DETERMINE TREE PROTECTION ZONES (TPZs) IN ACCORDANCE TO
\I
NCDEQ TREE PROTECTION SPECIFICATIONS 6.05 DESIGN CRITERIA.
\ 4.
ANY POSSIBLE STOCKPILES, OFFSITE MATERIAL, WASTE, BORROW, OR CONSTRUCTION
EQUIPMENT STORAGE/LAYOUT AREAS SHALL BE LOCATED WITHIN THE LIMITS OF
DISTURBANCE.
5.
ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A
SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT.
6.
THE CONCRETE WASHOUT SHALL NOT BE LOCATED WITHIN 50 FEET OF ANY STORM
DRAIN, BASIN, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.
--- 7.
GRADING SHOWN IN THIS PLAN IS THE FINAL GRADE. SEE DETAILS ON SHEET C800 FOR
\
PAVING SECTIONS.
8.
LIMIT OF DISTURBANCE = 1.2 ACRES
SCALE: 1 " = 30'
SCALE IN FEET
0 30 60
Know what's below.
Call before you dig.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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C300
5 1 4 1 3

8 7 6 5 4 3
LEGEND
•650 EXISTING CONTOUR
I I 1 _�6H \\\\\ \\ PROPERTY LINE
\ \\ \\ \\ \\ \\ \ \\ \ \\
- - - _ _ - - - PROPERTY LINE SETBACK
II I I I L - - - / / r/\\ \\ \\ \ \\ \\ \\\ \\\ \ \\ \\\ \\ \ \ \ \\ \\ \\ ADJACENT PROPERTY LINE
I I I I ------- ' \\ \ \\ \\ \\ \\\ \ \\\ \\\ \\\ \\\ \\ \\\ \\ \\ \\ \ \\ \\ \\ \\ \ EXISTING TREE LINE
I I I V O R I fl II I ' I l l / //\6`Sp \\ \\ \\ \\ \ \\\ \\ \\\ \\\ \\ \\\ \\\ \\\ \\\ \ \\ \ \ `\ \ \\ \\ \\ \ \ x x x EXISTING FENCE
EXISTING ACCESS ROAD
EXISTING WELL CASING
FH EXISTING FIRE HYDRANT
M wv EXISTING WATER VALVE
I I I I I I I I I I \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I EXISTING UNKNOWN VALVE
EXISTING YARD INLET
EXISTING CURB INLET
11 1 1 I I I I I I I I 1
G I I I I I I I / \ \ \ \ \ \ \ \ \ I I \ / SS EXISTING SANITARY SEWER MANHOLE
I I I I I I I \ I I I I I
ST EXISTING STORM DRAIN PIPE (RJ HARRIS)
EXISTING YARD INLET (RJ HARRIS) SEE
I I I I I I I I I I I �v REFERENCE
EXISTING MANHOLE (RJ HARRIS) NOTE 3
._// l \ EXISTING OUTFALL (RJ HARRIS)
TREE LINE
I I I I I I I I I I I I I/ l / \ \. \\ \ \\ \\ \
I
I I I I I I / � \\ sso \ \\ \ \ \ \ \ \ \ I I I I // // \ 1 -�✓ \\ \ x x x FENCING
I I I I I I I I 1I I I 1 / I l-"\ �� \\ \ \ \ \\ \\ \ \ \ \ \ \ I I I ) / (/ L\\ `� �� \ \ _ _ _ _
1I LIMIT OF DISTURBANCE
kn
I CONSTRUCTION ENTRANCE
ch
o -
/ I I I I I I / / - ORANGE TREE PROTECTION FENCE
sF SILT FENCE
/ RIPRAP OUTLET PROTECTION I / I / l / I l l / // \\ \\ \ \ \ \ \ \ \ \ \ \ / I ✓'1 \ \ \ \ 1
IF
1 \ EROSION CONTROL BLANKET
---
I I ► I I I I I I I I / / / / / / / / / / / / \ \\ \ \ \ \ \ \ i 1 I \\ \\\ \ I \\ \
CHANNEL MATTING
DIVERSION CHANNEL
650 CONTOUR
X 650.4 SPOT ELEVATION
�oq
\ 7 ORANGE TREE RIPRAP OUTLET PROTECTION
PROTECTION
FENCE (TYP.)
641.83'
PROPOSED LIMITS
OF DISTURBANCE
640.61 640.89 641.30 642.17 ''ii/
I I IIII I I I \1 \ \ USE EROSION 6 / / / / / '''
/ ,// 640.33 642.66
I I II III II 11 \ \ \\ MATTING ON SLOPES C304
/ / l \\6s
3:1 OR STEEPER (TYP.) 0
9.57
\
\ \ \
641.53642.51
\ \1 % ( 5 DIVERSION
(ITCH 1
CONSTRUCTION \ \ \ ;, C304 \ \ \ \ \ \ \ \ \ \\ \\ \\ \ \\
C304 ENTRANCE
\ o / co \ 5 DIVERSION
ITCH 2 \ \ \\ \\\ \\\ \ \ \ \ \\ \ \ \ \\ \ \
641.05 \ C304 \ \ \ \ \ \ \ \ \
\ 643.30
AAA An\ \
ON
640.00 641.48 642.51
- - 638.13
\ r, \ORANGE TREE PROTECTION / 1 \
FENCE TYP. / \
\ \ 640.57 1 \ \ i ii \ \ \ \
r 639.86 641.33 643.14 ,i i' '' \\ \ \
II II \\ \\\ \\ MATCHLINE SEE SHEET
\ \ \ 1 \ \ 1 \\ \ \\ \ \\
FOR CONTINUATION �
636.1� \ �/ - / �j SF SF ;,''/ \ \ \ I \ \ \\ \ \ \ \\ \ \\ \
QUORUM
\ x _ >- x x x x x -x x x -x xMINOR" N
�71
'� \ 3 OUTLET_--
o EXISTING FENCE 2 SILT FENCE C304 PROTECTION-
\ _ / / / ✓ , 1 I I ADO NOT DISTURB) D5o=6 (MIN) \ \ \ \ (_ /' \ \
La=13' (MIN) \ \ \\ \\ \x \ I \\ \\ \
W-15 (MIN)
MATCHLINE SEE SHEET C300
FOR CONTINUATION
`_l
------------ -
_--_--__ \ I I x _ \\ \
-s3o= - __-- I J�\ �� \/\\Jr \ \ \\ \ 1 \ \\ II / \ \ --\-------------
\ \---
------------------
----------------------- -
\�\\��_ - - �/i�- \ \ \_� x
x \ �,- - - - - - - - - __ __,----------------------- -
_\6'�_ - ---_ i \ \ I \ \ --- -----------------------
h
r625�_\\\�\/
N / 1 ` IIII ( I I I I '' \ �/ I ,-\ \ \-- \ \\ \ \\ \ \\ \\ \ I I r �I11 I
B X > � �/ I I i 11 \ \ ► I I x
m L ( 1 I I , , 1 , ► _! I ( 1 / (\ JI I ; I\ \\ �--\ \ \\ \\ \\ \\ ��\ \ \ \ \ I I\ _ ► I I,
IIIII \v/� I alro
x \ / \ \
)n� h I I I I I I\/ I I 1\ I w I \ \-1,
J I � N.
PARCEL 09399009
UNION COUNTY PUBLIC WORKS
j I UN/ON CO ZONING.-, R-20
ST \
I / I I -�) 1 I \ I \ \ I \ 1 \ I 1 1 r \
,�ST
o REFERENCE
0 1 EXISTING TOPOGRAPHY WAS PROVIDED IN 1-FT CONTOUR I I I I \ S \ --
CONSTRUCTION SEQUENCE
1. PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL OBTAIN FROM THE OWNER A COPY
OF THE "EROSION AND SEDIMENT CONTROL APPROVAL" FROM NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF ENERGY, MINERAL AND LAND
RESOURCES. THE APPROVAL NOTICE MUST BE ON -SITE DURING ALL GRADING AND
CONSTRUCTION ACTIVITIES.
2. INSTALL SILT FENCE AS SHOWN ON THE PLANS, CLEARING ONLY AREAS NECESSARY FOR
INSTALLATION.
3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT.
4. INSTALL OUTLET PROTECTION AND DIVERSION CHANNELS STARTING AT DOWNSTREAM END.
5. ROUGH GRADE SITE.
6. MAINTAIN EROSION CONTROL PRACTICES DAILY OR AS NECESSARY.
7. COMPLETE ALL GRADING AND PAVING OF AREAS AS SHOWN ON PLANS.
8. INSTALL EROSION CONTROL MATTING (MAG SC150) ON SLOPES 3H:1V OR STEEPER.
9. MAINTAIN ALL EROSION CONTROL DEVICES AS NECESSARY. ALL EROSION CONTROL
DEVICES SHALL REMAIN IN PLACE UNTIL SUCH TIME THAT THE SITE HAS BEEN
PERMANENTLY STABILIZED WITH VEGETATIVE COVER AND PAVEMENT ARE IN PLACE.
10. ONCE SITE IS STABILIZED, GAIN INSPECTION AND APPROVAL FROM NCDEQ.
11. UPON APPROVAL, REMOVE ALL TEMPORARY MEASURES AND INSTALL PERMANENT
VEGETATION ON DISTURBED AREAS.
12. SUBMIT NOTICE OF TEMINATION ONCE SITE HAS ACHIEVED PERMANENT VEGETATION.
EROSION CONTROL AND GRADING NOTES
1. REFER TO OTHER PLANS FOR STORM DRAIN STRUCTURE DATA.
2. ALL DEMOLITION DEBRIS IS TO BE REMOVED FROM THE SITE AND DISPOSED OF IN
ACCORDANCE WITH APPLICABLE LOCAL, STATE AND FEDERAL REGULATIONS. THE
CONTRACTOR IS RESPONSIBLE FOR ANY PERMITTING REQUIRED FOR DEMOLITION
ACTIVITIES.
3. PROPOSED TREE LINE HAS BEEN OFFSET FOR CLARITY. NO CLEARING OUTSIDE OF LIMIT
OF DISTURBANCE. DETERMINE TREE PROTECTION ZONES (TPZs) IN ACCORDANCE TO
NCDEQ TREE PROTECTION SPECIFICATIONS 6.05 DESIGN CRITERIA.
4. ANY POSSIBLE STOCKPILES, OFFSITE MATERIAL, WASTE, BORROW, OR CONSTRUCTION
EQUIPMENT STORAGE/LAYOUT AREAS SHALL BE LOCATED WITHIN THE LIMITS OF
DISTURBANCE.
5. ANY OFF -SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM A
SITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THE
MINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTE
MANAGEMENT.
6. THE CONCRETE WASHOUT SHALL NOT BE LOCATED WITHIN 50 FEET OF ANY STORM
DRAIN, BASIN, OR STREAM UNLESS NO ALTERNATIVE IS FEASIBLE.
7. GRADING SHOWN IN THIS PLAN IS THE FINAL GRADE. SEE DETAILS ON SHEET C800 FOR
PAVING SECTIONS.
8. LIMIT OF DISTURBANCE = 1.2 ACRES
INTERVALS BY PITTMAN LAND SURVEYING; DATE OF SURVEY x ' j �/ i /__--J I `\ , \\---------7 ��� SCALE: 1 " = 30'
AUGUST 13, 2018.
rn 1 ' / / , /
/ , / / \ \ SCALE IN FEET
2. EXISTING 2-FT INTERVAL CONTOURS OUTSIDE OF SURVEY
WERE TAKEN FROM NCONEMAP.GOV FOR UNION COUNTY 1 x \
BASED ON 20-FT DEM GRID CELLS GENERATED FROM LIDAR. \ / / / \ ` \ // \ I / \ \\ % / / I / 0 30 60
h 3. EXISTING OPERATIONS CENTER STORM DRAIN SYSTEM WAS ' /� \ J I I \ \ / \ / /
N TAKEN FROM RJ HARRIS PLANS APPROVED FOR
CONSTRUCTION ON OCTOBER 28, 2014. / x
7 6 5 4 3
i
Know what's below.
Call before you dig.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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DRAWING NO.:
C301

WIRE -
FENCE
0 % SLOPE
1' MIN.
P�
�O
�O O
0o OOOOo .
EDGES SHALL BE TAPERED OUT
TOWARDS ROAD TO PREVENT
TRACKING OF MUD ON THE EDGES
-12-INCH MIN.
0�000 0�000
AVERAGE STONE DIAMETER OF
n \�
'2 0��;
2 TO 3-INCHES WITH A
o0 1<1
6-INCH MINIMUM DEPTH
UNDERLYING NON -WOVEN
GEOTEXTILE FABRIC
NOTES:
INSPECTION & MAINTENANCE:
1.
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE
1. THE KEY TO FUNCTIONAL CONSTRUCTION ENTRANCES
USED AT ALL POINTS WHERE TRAFFIC WILL
IS WEEKLY INSPECTIONS, ROUTINE MAINTENANCE,
EGRESS/INGRESS A CONSTRUCTION SITE ONTO A
AND REGULAR SEDIMENT REMOVAL.
PUBLIC ROAD OR ANY IMPERVIOUS SURFACES, SUCH
AS PARKING LOTS.
2. REGULAR INSPECTIONS OF CONSTRUCTION
ENTRANCES SHALL BE CONDUCTED ONCE EVERY
2.
INSTALL A NON -WOVEN GEOTEXTILE FABRIC PRIOR
CALENDAR WEEK AND, AS RECOMMENDED, WITHIN
TO PLACING ANY STONE.
24-HOURS AFTER EACH RAINFALL EVEN THAT
PRODUCES 1/2-INCH OR MORE OF PRECIPITATION.
3.
INSTALL A CULVERT PIPE ACROSS THE ENTRANCE
WHEN NEEDED TO PROVIDE POSITIVE DRAINAGE.
3. DURING REGULAR INSPECTIONS, CHECK FOR MUD
AND SEDIMENT BUILDUP AND PAD INTEGRITY.
4.
THE ENTRANCE SHALL CONSIST OF 2-INCH TO
INSPECTION FREQUENCIES MAY NEED TO BE MORE
3-INCH D50 STONE PLACED AT A MINIMUM DEPTH
FREQUENT DURING LONG PERIODS OF WET WEATHER.
OF 6-INCHES.
4. RESHAPE THE STONE PAD AS NECESSARY FOR
5.
MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE
DRAINAGE AND RUNOFF CONTROL.
12-FEET WIDE BY 50-FEET LONG, AND MAY BE
MODIFIED AS NECESSARY TO ACCOMMODATE SITE
5. WASH OR REPLACE STONES AS NEEDED AND AS
CONSTRAINTS.
DIRECTED BY SITE INSPECTOR. THE STONE IN THE
ENTRANCE SHOULD BE WASHED OR REPLACED
6.
THE EDGES OF THE ENTRANCE SHALL BE TAPERED
WHENEVER THE ENTRANCE FAILS TO REDUCE THE
OUT TOWARDS THE ROAD TO PREVENT TRACKING AT
AMOUNT OF MUD BEING CARRIED OFF -SITE BY
THE EDGE OF THE ENTRANCE.
VEHICLES. FREQUENT WASHING WILL EXTEND THE
USEFUL LIFE OF STONE PAD.
7.
DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM
THE STONE PAD TO A SEDIMENT TRAP OR BASIN
6. IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED
OR OTHER SEDIMENT TRAPPING STRUCTURE.
OR WASHED ONTO ADJACENT IMPERVIOUS SURFACES
BY BRUSHING OR SWEEPING. FLUSHING SHOULD
8.
LIMESTONE MAY NOT BE USED FOR THE STONE
ONLY BE USED WHEN THE WATER CAN BE
PAD.
DISCHARGED TO A SEDIMENT TRAP OR BASIN.
9.
REFERENCE NCDEQ EROSION AND SEDIMENT
7. DURING MAINTENANCE ACTIVITIES, ANY BROKEN
CONTROL PLANNING AND DESIGN MANUAL, SECTION
PAVEMENT SHOULD BE REPAIRED IMMEDIATELY.
6.06.
8. CONSTRUCTION ENTRANCES SHOULD BE REMOVED
AFTER THE SITE HAS REACHED FINAL STABILIZATION.
PERMANENT VEGETATION SHOULD REPLACE AREAS
FROM WHICH CONSTRUCTION ENTRANCES HAVE BEEN
REMOVED, UNLESS AREA WILL BE CONVERTED TO AN
IMPERVIOUS SURFACE TO SERVE
POST -CONSTRUCTION.
1 TEMPORARY CONSTRUCTION ENTRANCE
C304
N.T.S.
5' STEI
(MIN. 1
CHANNEL INSTALLATION (30 CM)
/ \ g(156CM)
... .� /• ...
• • • \\ \\ (15 CM)
\ ' % r ^ 4" (10 CM)
'.'.' ! -r ... O
\ ('
12.5 CM)
6
\ \
(10 CM - 15 CM)•,r•,r•,r•,r
(156)
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP's
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's.
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM'", STAPLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECP's END OVER END (SHINGLE STYLE) WITH A 4" - 6" (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP's.
5. FULL LENGTH EDGE OF RECP's AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2" - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
NOTE:
* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
A
B C
NOTE:
CRITICAL POINTS *HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
A A. OVERLAPS AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE
B B. PROJECTED WATER LINE CRITICAL POINTS ALONG THE CHANNEL SURFACE.
C C. CHANNEL BOTTOM/SIDE ** IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's.
REV. 01 /05
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
(MIN. 14 GAUGE 6"X6" WIRE)
6' MAX EXTRA STRENGTH FABRIC WITHOUT
WIRE FENCE
t
G
SECTION VIEW
SLOPE
SLOPE LENGTH (FT)
MAX. AREA (SQFT)
<2%
100
10,000
2 TO 5%
75
7,500
5 TO 10%
50
5,000
10 TO 20%
25
2,500
>20%
15
1,500
N
2 TEMPORARY SILT FENCE
C304 N.T.S.
COMPACTED SOIL 2' MIN
\//\\//\\/
6' TYPICAL
4 TEMPORARY DIVERSION
C304 N.T.S.
STEEL
POST
X
FILTER
FABRIC
BACKFILL TRENCH
AND COMPACT
THOROUGHLY
4" MIN UPSLOPE
' :2 (DISTURBED AREA)
00
NOTES:
1. FILTER BARRIERS SHALL BE INSPECTED
IMMEDIATELY AFTER EACH RAINFALL AND
DAILY DURING PROLONGED RAINFALL.
REPAIR SHALL BE MADE AS NECESSARY.
2. FABRIC SHALL BE REPLACED PROMPTLY
IF FOUND TO BE IN DISREPAIR.
3. SEDIMENT DEPOSITS SHALL BE REMOVED
AFTER EACH STORM EVENT AND WHEN
DEPOSITS REACH APPROXIMATELY 1/3
HEIGHT OF BARRIER.
4. REFERENCE NCDEQ EROSION AND
SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, SECTION 6.62.
DIVERSION SCHEDULE
(D)
(T)
(B)
APPROX.
SIDE
ID
DESIGN
TOP
BOTTOM
MAX
SLOPES
TYPE
CHANNEL
DEPTH
WIDTH
WIDTH
SLOPE
(Z1/Z2)
LINING
(FT)
(FT)
(FT)
M
1
2.5
12
2
2.0
2/2
TRAPEZOIDAL
S150 MATTING
2
2.0
10
2
2.0
2/2
TRAPEZOIDAL
S150 MATTING
COMPACTED SOIL
2' MIN TOP
CHANNEL LINING (SEE
DIVERSION SCHEDULE)
DEPTH VARIES
(SEE DIVERSION
SCHEDULE)
VARIES
(SEE
DIVERSION \/
SCHEDULE) \�
/\\/\\/\\,
��VA�VA/VA�VA��A��A�VA�VA�
5 PERMANENT DIVERSION
C304 N.T.S.
EXISTING
GROUND
W1
END OF FLARED
n rnTinr.i
W2
END OF APRON
PLAN
miiiiIiiiiiiiIiiiii
1' MIN. FILTER FABRIC LAP (IF NEEDED)
ELEVATION
NATURAL GRADE
RIP RAP
T (THICKNESS)
LAYER OF FILTE
R FABRIC
SECTION B-B
NOTE: SIZING PROVIDED IS MINIMUM. SEE PLAN FOR ACTUAL LAYOUT AND SIZING.
NOTES:
1. CLASS OR MEDIAN SIZE OF RIPRAP AND LENGTH, WIDTH AND DEPTH OF
APRON TO BE DESIGNED BY THE ENGINEER AND ARE SUMMARIZED ABOVE.
2. RIPRAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE
END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM
SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE
DIAMETER OR CULVERT HEIGHT.
3. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE
SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR
RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON
SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE
RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT
THE DOWNSTREAM END.
4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM
WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING
CHANNEL 5:1.
5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER.
6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING
CHANNEL SHALL NOT BE ALLOWED.
7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL
BE PERMITTED.
8. FILTER FABRIC SHALL BE INSTALLED ON COMPACTED SUBGRADE PRIOR TO
PLACEMENT OF RIP RAP.
9. ANY DISTURBED AREA FROM END OF APRON TO RECEIVING CHANNEL MUST
BE STABILIZED.
s EROSION CONTROL MATTING
C304 N.T.S.
CONSTRUCTION SPECIFICATIONS:
REFERENCE NCDEQ RIPRAP PRACTICE 6.15.
INSPECTION: INSPECT WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENTS FOR SCOUR OR DISLODGED
STONES.
MAINTENANCE: DISPLACED RIPRAP WITHIN THE APRON SHALL BE
REPLACED IMMEDIATELY. CONTROL WEED AND BRUSH
GROWTH WHERE NEEDED.
GENERAL NOTES:
1. La IS THE LENGTH OF THE RIPRAP APRON
d50 = MEDIAN STONE SIZE
d=MAXIMUM STONE SIZE
2. THICKNESS=1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT LESS
THAN 6".
3. IN A WELL DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAIL WATER
DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE INSTALLED
BETWEEN THE RIP RAP AND SOIL FOUNDATION.
3 OUTLET PROTECTION
C304 N.T.S.
NOTE:
1. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS
GREATER THAN 6"(15CM) MAY BE NECESSARY TO PROPERLY SECURE
THE RECP'S.
2. ALL SLOPES WITH SLOPE GREATER THAN 3:1 THAT CONSTRUCTION
ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED SHALL BE
STABILIZED WITH SC150 EROSION CONTROL MATTING OR APPROVED
EQUAL.
3. REFERENCE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL, SECTION 6.17.
EROSION CONTROL MATTING INSTALLATION:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECPS),
INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECPS IN A 6"(15CM) DEEP
X 6"(15CM) WIDE TRENCH WITH APPROXIMATELY 12" (30CM) OF RECPS EXTENDED
BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECPS WITH A
ROW OF STAPLES/STAKES APPROXIMATELY 12" (30CM) APART IN THE BOTTOM OF
THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED
TO THE COMPACTED SOIL AND FOLD THE REMAINING 12"(30CM) PORTION OF RECPS
BACK OVER THE SEED AND COMPACTED SOIL. SECURE RECPS OVER COMPACTED
SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12"(30CM)
APART ACROSS THE WIDTH OF THE RECPS.
3. ROLL THE RECPS (A) DOWN OR (B) HORIZONTALLY ACROSS THE SLOPE. RECPS
WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECPS
MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN
APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
4. THE EDGES OF PARALLEL RECPS MUST BE STAPLED WITH APPROXIMATELY 2" - 5"
(5-12.5CM) OVERLAP DEPENDING ON THE RECPS TYPE.
5. CONSECUTIVE RECPS SPLICED DOWN THE SLOPE MUST BE END OVER END SHINGLE
STYLE) WITH AN APPROXIMATE 3"(7.5CM) OVERLAP. STAPLE THROUGH OVERLAPPED
AREA, APPROXIMATELY 12"(30CM) APART ACROSS ENTIRE RECPS WIDTH.
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
Know what's below.
Call before you dig.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
IT'S THE LAW!
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DEMLR Monitoring Form Rev. 08012013 Page 1 of 2
INSPECTION AND MONITORING RECORDS FOR ACTIVITIES UNDER STORMWATER GENERAL PERMIT NCGO10000
AND SELF -INSPECTION RECORDS FOR LAND DISTURBING ACTIVITIES PER G.S. 113A-54.1
Project Name
Land Quality or Local
Program Project #
Financially Responsible
County
Part FRP / Permittee
INSPECTOR
NameEmployer
Inspector Type (Mark)
X
Address
FRP/Permittee
Agent/Designee
Phone Number
mat ress
PART 1A• Rainfall Data
Day /Date
Rain Amt (inches)
Daily Rainfall Required, except for
Holidays or Weekends. If no rain,
indicate with a "zero"
M
T IF
W IF
ThIF
I
F
Sat (Optional)
Sun (Optional)IF
PART 1C: Sionature of Inspector
PART 1B: Current Phase of Project
Phase of Grading
check the applicable box(es)
x
Installation of perimeter erosion and sediment control measures
Clearing and grubbing of existing ground cover
Completion of any phase of grading of slopes or fills
Installation of storm drainage facilities
Completion of all land -disturbing activity, construction or development
Permanent ground cover sufficient to restrain erosion has been established
By this signature, I certify in accordance with the NCGO10000 permit & G.S. 113A-54.1 that this report is accurate and complete to the best of my knowledge.
Financially Responsible Party / Permitee or Agent / Designee
Date
GROUND STABILIZATION TIMEFRAMES
Site Area Description
Stabilization
Timeframe Exceptions
Perimeter dikes, swales and slopes
7 Days
None
High Quality Water HQW Zones
7 Days
None
Slopes Steeper than 3:1
7 Days
If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed
Slopes 3:1 or flatter
1 14 Days
1 7 days for slopes greater than 50' in length
All other areas with slopes flatter than 4:1
1 14 Days
I None, except for perimeters and HQW Zones
*For an editable copy of this form as a Word doc and other information, see http://portal.ncdenr.org/web/Ir/erosion
DEMLR Monitoring Form Rev. 08012013 Page 2 of 2
PART 2A: EROSION AND SEDIMENTATION CONTROL MEASURES: Measures must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
2A HOURS OF A RAINFAI I FVFNT GRFATFR THAN 0.5 INCH PFR 2A HOUR PFRIOn
Erosion and Sedimentation Control Measures Inspected
Inspection
Date
Describe Actions Needed
Corrective actions should be performed as soon
Date
Corrected
Measure ID or
Location and
Description
Operating
Properly?
Y/N
Any Repair
or
Maintenance
Needed?
Y/N
New Measures Installed
as possible and before the next storm event
Propose
D
Actual
Dimensions
Sticant
ini
O
Dimensions
Deviation from
ft.
ft.
(YIN) Plan. ( )
'"New erosion and sedimentation control measures installed since the last inspection should be documented here or by initialing and dating each measure or
practice shown on a copy of the approved erosion and sedimentation control plan. List Dimensions of Measures such as Sediment Basins and Riprap Aprons
PART 213: STORMWATER DISCHARGE OUTFALLS (SDOs): SDOs must be inspected at least ONCE PER 7 CALENDAR DAYS AND WITHIN
24 HOURS OF A RAINFALL EVENT GREATER THAN 0-5 INCH PER 24 HOUR PERIOD.
Stormwater
Discharge
Outfalls
Inspected
Inspection
Report Visible Sedimentation to streams or wetlands to
p
Date
Any Visible
Any Increase
Any
Stormwater
Sedimentation
in Stream
Visible
Any visible oil
Date
Land Quality within 24 Hours
Corrected
Discharge
Outfall
in Streams,
Turbidity
Erosion
sheen, floating or
http://portal.ncdenr.org/web/ir/division-contacts
ID or
Wetlands or
from
below
suspended solids or
Describe Actions Needed
Location
Outside Site
Discharge?
SDO?
discoloration? (Y/N)
Corrective actions should be performed as soon as possible and
before the next storm event
Limits? (Y/N)
(Y/N)
(Y/N)
PART 2C- GROUND STABILIZATION Must be recorded after each Phase of Gradina
Areas Where Land Disturbance Has Been
Completed or Temporarily Stopped
Time Limit for
Ground Cover
7 days or 14
Is Ground Cover
Sufficient to
Restrain Erosion?
Y/N
Inspection
Date
Describe Actions Needed
Date
Corrected
days
01
Water Resources w
Environmental Quality
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. JAY ZIMMERMAN
Director
North Carolina DWR List of Approved PAM S/FloccuIants
Updated 4/01/2017
Company
Product
Maximum Recommended Concentration
Applied Polymer System
APS 712
59.3 ppm
Applied Polymer System
APS 730
5.6 ppm
Applied Polymer System
APS 740
5.2 ppm
Applied Polymer System
APS 703d
**
PP Y System
Applied Polymer stem
APS 703d#3
Applied Polymer System
APS 706b
**
Applied Polymer System
APS 705
27.7 ppm
Aquamark, Inc
AQ100
Land surface application only at 39.7 ppm
A uamark Inc
A 109
Land surface application only at 0.180 /I
Ashland Hercules Water Tech
Ashland Charge Pac 55
10 mg/L
Ashland Hercules Water Tech
Ashland Zalta MC 9500
10 mg/L
Cape Fear Consulting
PAX-CFC39A
5 ppm
Cape Fear Consulting
CFC-4330
4.5 ppm
Carolina Hydrologics
HYDROLOC PAM
Land surface application only at 3.0 mg/I
Carolina Hydrologics
Floc Roll/Line/Flat
50 mg/L
Chemical Solutions, Inc.
CS-1234 and/or CS-1234D
500 mg/L per 18% solids *(see below)*
Chemical Solutions, Inc
MK7154DP
10 mg/L
Green Techniques
Soil Defender
Land surface application only at 0.008%
HaloSource, Inc.
GelFloc
2.56 mg/L
HaloSource, Inc.
LBP-2101
500 mg/L
Hanes Geo Components
TerraGuard Granular PAM
3.25mg/L
Innovative Turf Solutions
EnviroPam
200 mg/L
Innovative Turf Solutions
Erosion Guard Powder, Erosion
Guard Logs/Erosion Guard Flats
200 mg/L
Innovative Turf Solutions
FLOC
650 mg/L
Leaner Meaner Greener, Inc
L.M.G. Dust Magnet 281 Solution
0.05%
Leaner Meaner Greener, Inc
L.M.G. Dust Magnet 163 powder
0.5 mg/L
Leaner Meaner Greener, Inc
DBP-2100
28.125 mg/L
Nalco
Nalco 8187
100 ppm
NTU
GeoScrub 10, 13, 20, 23, 34
10 mg/L
NTU
GeoScrub Bubbles
1 mg/L
Paschal Associates Sales
PFR P251
25 ppm
Southeastern Laboratories
SEL FLOC 6026
7.5 ppm
Storm Klear
3% Liqui-Floc
9.4 mg/L
Terra Novo
EarthGuard
.000625 mUL
All these proaucts snoula be usea per the manutacturer's Instruction ana wltn Best Management
Practices.
Additional information for specific products:
• For use and toxicity guidance regarding CS-1234 and/or CS-1234D, please contact Cindy Moore
with the DWR Aquatic Toxicology , I9'4 (@t)!P�.,?44-§442, or at cindv.a.moore(a)ncdenr.ciov
State of North Carolina I Environmental Quality / Water Sciences Section
1621 Mail Service Center I Raleigh, North Carolina 27699-1621
919-743-8400
NPDES PERMIT - THE FOLLOWING STABILIZATION SCHEDULE SHALL APPLY:
THIS PROJECT SHALL ABIDE BY CHANGES IN THE NPDES PERMIT (NCGO1), WHICH WENT INTO EFFECT
AUGUST 1, 2016 AND INCLUDE (BUT NOT LIMITED TO) THE FOLLOWING:
NPDES Stormwater Discharge Permit for Construction Activities (NCGO1) NCDENR/Division of Energy, Mineral and Land Resources
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
@)Perimeter dikes, swales, ditches, slopes
7 days
None
C�High Quality Water (HQW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
than 2:1, 14 days
not steeper are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCGO1 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activi bein considered compliant with the Ground Stabilization and Materials Handling
tY g p g
sections of the NCGO1 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
g Y gl P
may not apply depending on site conditions and the delegated authority having jurisdiction.
Temporary and Permanent Groundcover*
STABILIZATION TIMEFRAMES
IEMnrv.a A.„1
SITE AaaA DE-OWProx
I sT"iuiouIOH
TWERA*ME ExOEPnONS
SoIon,na•rmlw., ..,loch......
rear.
N..•
NlahowMywae"I.aiio .n.a7
lays
N.Iw
N M.p• ---Man-:,
rays
a B
n.m •a r•1o�wl•a. m lea th•nd ar•
no, •1•Par Mao z:,,,say. „• anow•d.
r__� sl..walcrnaar
14day
rd.n m,.l.n.•.raan•r M.nw•w-iti.
F--- Nlo,herareaswlrh,Iq 4-tiva 4:1
14ays
N.m,e tft, edmna"andHOWZ.
*-For Falls Lake watershed, in disturbed areas where grading activities are incomplete, provide
temporary groundcover no later than seven (7) days for slopes steeper than 3:1; ten (IO) days for
slopes equal to or Natter than 3:1; fourteen (14) days for areas with no slope.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one ofthe
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
. Temporary grass seed covered with straw or
•Permanent grass seed covered with straw or
other mulches and tackirers
other mulches and tackifers
• Hydroseeding
• Geotextile fabrics such as permanent sail
• Rolled erasion control products with or without
reinforcement matting
temporarygrass seed
• Hydroseeding
• Appropriately applied straworother mulch
• Shrubs or other permanent plantings covered
• PIas,S<sheeung
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt
or retaining walls
PULTALKTLAMIUtb (PAIVU) ANU FLULLULAN Ib
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. A I flocculants at the concentrations specified in the NCDWR List o A roved
ppY p f PP
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
l ',, Nk I H CARULINA
. ')U
Environmental Quality
NCGOI GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 03/01/19
1. Maintain vehicles andequipment to revent dischargeoffluids.
p
2. Provide drip pans under any stored equipment.
3. Identifyleaks and repair as soon as feasible or remove leaking equipment from the
P 8
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste(recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LI I ILK, HUILUING MA I LHIAL ANU LANU CLlAKINb WAS I b
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number of waste containers on site to manage the quantity of
waste produced.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events. Repair
or replace damaged waste containers.
P g
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow.
8. Dispose waste off -site at an approved disposal facility.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint Q aint and other liquid waste into storm drains streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
S. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans- Locate earthen -material stockpile areas at least
p p P
50 feet awe from storm drain inlets sediment basins perimeter sediment controls
Y .
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
ONSRE CONCRETE WASHOUT
STRUCTURE WITH UNER
:`�MA�
, . 1116
BELOWGRADEWASHDUr STRUCTURE �'���
rw
i'�,-_r:;-W 11
- GRADE WASHOUT STRUC
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above Rem and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
S. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlet(s) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75%capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion ofthe concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and a herbicides pesticides and rodenticides in accordance with label
PPY •
restrictions.
2. Store herbicides pesticides and rodenticides in their original containers with the
.P
label, which lists directions for use, ingredients and first aid steps in case of
accidental
poisoning-
3.
Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
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 P of the Inspection
personnel to be in jeopardy, the inspection maybe delayed until the (Text business day on
which ft is safe to erform the Inspection. In addition when a storm event ofgreater than
P p g
1.0 inch occurs outside ofnormal business hours, the self -inspection shall be performed
upon the commencement of the next business day. Anytime when Inspections were
delayed shall be noted In the Inspection Record.
Inspect
Frequency
Inspection records must Include [40 CFR 122.41]:
(during
normal
business
hours
(1) Rain
Day
Daily rainfall amounts.
gang.
If an daily rain gauge obs-tines are made during
maintained in
weekend orholiday periods, and no individual -day rainfall
good working
information is available, record the cumulative rain
order
measurement for LhuSE un-aRended days (and this will
determine ifa site inspection is needed). Days on which no
rainfall occurred shall be recorded as "zero, The
permittee may use another rain -monitoring device
approved by the Division
(2) E&SC
Atleastonce
1. Identification of the measures inspected,
Measures
per 7 calendar
2. Date and time ofthe inspection,
days and within
3. Name of the person performing the inspection,
24 hours ofa
4. Indication ofwhether the measures were operating
rain event >1.0
property,
Inch In 24
5. Destrlption of maintenance needs for the measure,
hours
6. Corrective actions taken, and
7. Date of actions taken.
(3)
Atleastonce
1. Identification of the discharge curtails inspected,
Stormwater
per 7 calendar
2. Date and time of the inspection,
discharge
days and within
3. Name of the person performing the inspection,
outfalls
24 hours ofa
4. Evidence ofindicators ofstormwater pollution such as
(SDOS)
rain event >1.0
oil sheen, hoatingor suspended solids or discoloration,
inchin24
5. Indication ofvisible sediment leaving the site,
hours
6, Actions taken to correct/prevent sedimentation, and
Date of actions ta
7. ken.
(4)Perimeter
Atleastonce
Ifvisthle.sedimentation is found outside site limits, then
of site
per 7 calendar
record of the following shall be made:
days and within
1. Actions taken to clean up or stabilize the sediment that
24 hours ofa
has left the site I- es,
rain event> 1.0
2. Date of actions taken, and
inch in 24
3. An explanation as to the actions taken to control future
hnu
releases.
(5) Streams
At least once
If the stream or wetland has increased visible
or wetlands
per 7 calendar
sedimentation or a sueam has visible increased turbidity
onsite or
days and within
firm die construction activity, then a record of the
Mia (where
24 hours of a
following shall be made:
accessible)
rain evenL> 1.0
1. Evidence and actions Laken to reduce sediment
inch in 24
contnbutlons, and
boors
2. Records of [be required reports to the appropriate
Division Regional Office per Part I[I, Section C, Item
2 a ofthis emit ofthis rmit.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
f +R NORTH CAROLINA
�. !A Environmental Quality
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 documented in the manner
described:
Item to Document
Documentation Requirements
a Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
PY
and does not significantly deviate from the
ofthe approved E&SC Plan or complete, date
locations, dimensions and relative
and sign an inspection report that lists each
elevations shown on the approved E&SC
E&SC Measure shown on the approved E&SC
Plan.
Plan. This documentation is required upon
the initial installation of the F&SC Measures or
if the E&SC Measures are modified after initial
installation.
(b) A phase of grading has been
Initial and date a copy of the approved E&SC
completed.
Plan or complete, date and sign an inspection
report to indicate completion ofthe
construction phase.
(c) Ground cover is located and
Initial and date a copy of the approved E&SC
installed in accordance with the
Plan or complete, date and sign an inspection
approved E&SC Plan,
report to indicate rumpliance with approved
ground cover specifications,
(d) The maintenance and repair
Complete, date and sign an inspection report
requirements for all E&SC Measures
have been performed. _
Cc) Corrective actions have been
Initial and date a copy of the approved E&SC
taken to E&SC Measures.
Plan or complete, date and sign an inspectiun
report to indicate the completion ofthe
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the site
and available for agency 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 30 days. 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.
(c) All data used to complete the Notice of Intent and older inspection records shall he
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.411
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
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 orwetland.
() P
(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 ofvolume).
(a) 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.
(b) Anticipated bypasses and unanticipated bypasses.
(c) 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 Division's Emergency Response personnel at [phone], (800)
858.0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible
• Within 24 hours, an oral or electronic notification.
sediment
. Within 7 calendardays, a report that contains a description ofthe
deposition in
sediment and actions taken to address the cause ofthe deposition.
stream or wetland
Division staff may waive the requirement for a mitten report on
case -by -case basis.
• Ifthe stream is named on the NC 303fd1 list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure
com fiance with the federal or state impaired -waters conditions.
(b) Oil spills and
. Wlthln24houm,an oral orelectronicnotification.The
release of
notification shall include information about the date, time, nature,
hazardous
volume and location ofthe spill or release.
substances per
Item 1(b)-(c)
above
(c) Anticipated
• A report at least ten days before the date ofthe bypass, if
bypasses [40 CFR
possible, The report shall include an evaluation of the anticipated
122.41(m)(3)]
quality and effect ofthe bypass.
(d) Unanticipated
. Within 24hours,an oral orelectrnnic notification.
bypasses [40 CFR
• Within 7 calendar days, a report that includes an evaluation of
122.41(m)(3)]
the quality and effect ofthe bypass.
(.)Noncompliance
. Within 24 hours, an oral or electronic notification.
with the
• Within 7calendardays, a reportthat contains a description ofthe
conditions ofthis
noncompliance,and its causes; the period ofnoncompliance,
permit that may
including exact dates and times, and if the noncompliance has not
endanger health or
been corrected, the anticipated time noncompliance is expected to
the
continue; and steps taken or planned to reduce, eliminate, and
environment[40
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
CFR 122.41(1)(7)J
. Division staff maywaive the requirement for a written report ona
case-b -case basis.
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING I EFFECTIVE: 03/01/191
W i
Z I
JI
gzI
WI
0
ORANGE SAFETY FENCING
1' FOR EACH INCH OF
TRUNK DIAMETER OR
1 /2 HEIGHT OF TREE
WHICHEVER IS GREATER
NOTES:
1. REMOVE ALL BARRIERS UPON
6' MIN WIDTH COMPLETION OF PROJECT.
FOR 2" CAL. 2. REFER TO NCDEQ TREE
TREE OR PROTECTION SPECIFICATIONS 6.05
SMALLER FOR DESIGN CRITERIAS AND
MAINTENANCE REQUIREMENTS.
ORANGE TREE PROTECTION FENCE
C306 N.T.S.
TEMPORARY SEEDING SPECIFICATION OTS
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
RYE (grain) 120
SEEDING DATES:
AUG 15 TO DEC 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY
2000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
750 Ib/ac 10-10-10 FERTILIZER.
MULCH:
APPLY 4000lb/ac STRAW. ANCHOR STRAW BY TACKING
w/ ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK w/ BLADES SER NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
MAINTENANCE:
RE -FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE, RE -SEED,
RE -FERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION
OR OTHER DAMAGE.
CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1
SEEDING MIXTURE:
SPECIES RATE (lb/acre)
TALL FESCUE 100
SERICEA LESPENDEZA 30
KOBE LESPENDEZA 10
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 10lb/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN). IT MAY BE BENEFICIAL TO PLANT THE
GRASSES IN LATE SUMMER AND OVERSEED THE LESPENDEZAS
IN MARCH.
SEEDING DATES:
BEST POSSIBLE
AUG 25 - SEPT 15 AUG 20 - OCT 25
FEB 15 - MAR 20 FEB 1 - APRIL
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR
APPLY 4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND
1200 Ib/ac 10-10-10 FERTILIZER.
Al
NORTH CAROLINA LAND QUALITY SECTION
EROSION CONTROL NOTES
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT
ACCORDANCE WITH REQUIREMENTS OF THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT QUALITY, DIVISION OF ENERGY, MINERAL AND LAND RESOURCES,
LAND QUALITY SECTION. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL BE
COMPLIED WITH FOR ALL WORK.
1. PRIOR TO BEGINNING WORK ON THE PROJECT THE CONTRACTOR SHALL
OBTAIN FROM THE OWNER A COPY OF THE "EROSION AND SEDIMENT
CONTROL APPROVAL" FROM THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL AND LAND
RESOURCES. THE APPROVAL NOTICE MUST BE AVAILABLE ON -SITE DURING
ALL GRADING AND CONSTRUCTION ACTIVITIES.
2. THE CONTRACTOR SHALL MAINTAIN SELF INSPECTION REPORTS AS REQUIRED
BY NCDEQ AND THE NPDES CONSTRUCTION STORMWATER PERMIT. SELF
INSPECTIONS ARE TO BE CONDUCTED AFTER EACH PHASE OF THE PROJECT
FOR THE RECORD OF THE INSTALLATION AND MAINTENANCE OF THE EROSION
CONTROL MEASURES. (SEE NCDEQ WEB SITE FOR SELF INSPECTION FORMS,
HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/
EROSION-SEDIMENT-CONTROL/FORMS.)
3. INSTALL ALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED
PLAN AND REQUIRED BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY, DIVISION OF ENERGY, MINERAL AND LAND
RESOURCES, EROSION AND SEDIMENT CONTROL SECTION.
4. CALL NCDEQ PRIOR TO COMMENCING WORK. A PRE -CONSTRUCTION
MEETING WITH THE OWNER, ENGINEER, AND NCDEQ SHALL BE HELD PRIOR
TO THE START OF CONSTRUCTION.
5. PROCEED WITH GRADING, CLEARING AND GRUBBING. NOTE: NO OFF SITE
DISPOSAL OF MATERIAL IS ALLOWED UNLESS THE DISPOSAL SITE HAS AN
APPROVED EROSION CONTROL PLAN.
6. SEED AND PLACE EROSION CONTROL MATTING ON ALL CUT AND FILL
SLOPES THAT ARE NOT ROCK IMMEDIATELY UPON COMPLETION OF SLOPE
STABILIZATION.
7. SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER FINISHED GRADES
ARE ESTABLISHED. SEE CHART THIS SHEET FOR ADDITIONAL STABILIZATION
TIMES. SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED
SEEDBED AT THE FOLLOWING RATES PER ACRE. STRAW MULCH SHALL BE
TACKED WITH TACKING AGENT APPLIED BY HYDROSEEDER.
8. MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND
COVER IS ESTABLISHED.
9. REQUEST FINAL APPROVAL BY THE NORTH CAROLINA DEPARTMENT OF
ENVIRONMENTAL QUALITY.
10. UPON APPROVAL, REMOVE SOIL EROSION CONTROL MEASURES AND
STABILIZE THESE AREAS.
MULCH:
APPLY 4000 Ib/ac GRAIN STRAW OR EQUIVALENT COVER OF
ANOTHER SUITABLE MULCHING MATERIAL, ANCHOR MULCH BY
TACKING w/ ASPHALT, ROVING OR NETTING, NETTING IS THE
PREFERRED ANCHORING METHOD ON STEEP SLOPES.
MAINTENANCE:
MOW NO MORE THAN ONCE A YEAR, RE -FERTILIZE IN THE
SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE.
RE -SEED, RE -FERTILIZE, RE -MULCH DAMAGED AREAS IMMEDIATELY.
DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION OPS
SEEDING MIXTURE:
SPECIES RATE (lb/ac)
TALL FESCUE 250 (6 Ib/1000 sq ft)
KENTUCKY BLUEGRASS 50 (1 Ib/1000 sq ft)
NURSE PLANTS:
BETWEEN MAY 1 AND AUG 15, ADD 10 Ib/ac GERMAN MILLET
OR 15 Ib/ac SUDANGRASS, PRIOR TO MAY 1 OR AFTER AUG 15,
ADD 40 Ib/ac RYE (GRAIN).
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZE ACCORDING TO SOIL TEST, OR APPLY
4000 Ib/ac GROUND AGRICULTURAL LIMESTONE AND 1200 Ib/ac
10-10-10 FERTILIZER.
MULCH:
USE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF DITCHES.
THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH
OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THE HEIGHT AND IN
DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4000 Ib/ac
GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH
DOWN SLOPE WHERE THEY CAN CLOG DRAINAGE DEVICES.
MAINTENANCE:
INSPECT AND REPAIR MULCH FREQUENTLY. RE -FERTILIZE IN LATE WINTER
ACCORDING TO SOIL TESTS OR APPLY 150 Ib/ac 10-10-10 FERTILIZER
(3 Ib/1000 sq ft). MOW REGULARLY TO A HEIGHT OF 2" TO 4".
$ SEEDING SPECIFICATIONS
C306 N.T.S.
Z I
Know what's below.
Call before you dig.
BEFORE YOU DIG!
CALL 1-800-632-4949
N.C. ONE -CALL CENTER
ITS THE LAW!
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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C306

CONCRETE PAVING NOTES:
CONCRETE: — CONCRETE SHALL BE PLAIN (NOT REINFORCED PAVEMNET WITH A RIGID
PAVEMENT SECTION EQUAL TO 7" DEPTH (MIN.) WITH A MINIMUM
COMPRESSIVE STRENGTH OF 4,000 PSI.
— CONCRETE MIXTURES SHALL BE AS RECOMMENDED BY
SUPPLIER/MANUFACTURER FOR GIVEN APPLICATION AND REQUIREMENTS.
CONCRETE SPECIFICATIONS AS RECOMMENDED BY THE AMERICAN CONCRETE
INSTITUTE (ACI) AND THE PORTLAND CEMENT ASSOCIATION (PCA).
BASE COURSE: — BASE COURSE SHALL BE CRUSHED AGGREGATE COMPACTED TO 100%
MODIFIED PROCTOR MAXIMUM DENSITY.
— CRUSHED AGGREGATE BASE COURSE SHALL BE A MINIMUM OF 4" IN
DEPTH.
SUBGRADE: — UPPER 12" OF SUBGRDE SHALL BE COMPACTED TO 100% STANDARD
PROCTOR MAXIMUM DRY DENSITY.
HIGHLY PLASTIC OR SATURATED SOILS SHALL BE UNDERCUT, AS
RECOMMENDED BY SITE GEOTECHNICAL ENGINEER, AND REPLACED WITH
SUITABLE FILL MATERIAL.
CONTRACTION JOINTS: — CONTRACTION JOINTS SHALL BE INSTALLED TO CREATE PLANES IN
THE CONCRETE PAVING SURFACE WITH JOINT WIDTH EQUAL TO i+I INCH TO
INCH.
— JOINTS SHALL BE SPACED NO MORE THAN 15 FEET APART FOR PAVEMENT
DEPTHS GREATER THAN 6" AND SHALL BE SAW CUT IN PLACE.
— JOINTS SHALL BE A MINIMUM DEPTH OF 1" (FOR EARLY —ENTRY SAW CUT
JOINTS) OR j THE DEPTH OF THE PAVEMENT THICKNESS (FOR CONVENTIONAL
WET/DRY SAW CUT JOINTS).
— WHEN PRACTICAL AND WHEN SAW CUT JOINTS ARE UTILIZED, THE USE
OF AN EARLY —ENTRY SAW IS RECOMMENDED.
CONSTRUCTION JOINTS: — CONSTRUCTION JOINTS SHALL UTILIZE THICKENED EDGE BUTT
JOINTS OR TIED BUTT JOINTS ACI 330R-08 (GUIDE FOR THE DESIGN AND
CONSTRUCTION OF CONCRETE PARKING LOTS). SEE CONTRACTION JOINTS FOR
JOINT WIDTH REQUIREMENTS.
— CONSTRUCTION JOINTS SHALL BE PROVIDED WHENEVER WORK IS
INTERRUPTED OR TEMPORARILY SUSPENDED.
EXPANSION JOINTS: — EXPANSION (ISOLATION) JOINTS SHALL BE USED TO SEPARATE
CONCRETE SLABS FROM OTHER STRUCTURES OR FIXED OBJECTS WITH JOINT
WIDTH EQUAL TO j INCH TO I INCH.
— EXPANSION JOINTS SHALL BE FULL THICKNESS AND EQUAL TO CONCRETE
PAVEMENT DEPTH.
— JOINT MATERIAL SHALL BE COMPRESSIBLE MATERIAL SUCH AS BITUMINOUS
MASTIC, BITUMINOUS IMPREGNATED CELLULOSE OR CORK, SPONGE RUBBER,
RECYCLED TIRE RUBBER, OR RESIN —BOUND CORK.
— EXPANSION JOINTS LOCATED AT POINTS WHERE WHEEL AND OTHER LOADS
ARE PROJECTED, THE PAVEMENT EDGE SHALL BE THICKENED BY 20% OR 2"
MINIMUM, WHICHEVER IS GREATER (SEE ACI 330R-08, APPENDIX C).
— JOINT FILLER SHALL BE RECESSED BELOW THE PAVEMENT SURFACE OR
USED WITH VOID CAPS SO THAT THE JOINT CAN BE PROPERLY SEALED.
— JOINTS SHALL BE SEALED WITH A MATERIAL THAT CAN WITHSTAND
REPEATED MOVEMENT AND PREVENT THE INTRUSION OF WATER AND SOLIDS.
APPLICATION AND MATERIAL AS RECOMMENDED BY THE SEALANT
MANUFACTURER AND PER AC1504R (JOINT SEALING).
FINISHING: — THE SURFACE SHALL BE LEVELED WITH A BULLFLOAT OR SCRAPING
STRAIGHTEDGE. CARE SHALL BE TAKEN TO ENSURE THAT THE SURFACE IS
NOT FINISHED MORE THAN IS NECESSARY TO REMOVE IRREGULARITIES.
— ALL EDGES, TOOLED JOINTS AND ISOLATION JOINTS SHALL BE ROUNDED
WITH APPROPRIATE TOOLS. ROUND RADIUS OF EDGES AS RECOMMENDED BY
CONCRETE SUPPLIER.
TEXTURING: — THE FINISHED PAVEMENT SURFACE SHALL HAVE A "BROOM" FINISH TO
DEVELOP A TEXTURED FINISH AND CREATE A SKID —RESISTANT SURFACE.
— THE APPEARANCE OF ALL CONCRETE PAVEMENT SURFACES SHALL BE
UNIFORM IN LOOK AND TEXTURE.
CURING: — WHITE —PIGMENTED MEMBRANE —FORMING CURING COMPOUNDS SHALL BE
APPLIED AFTER THE NORMAL CURING PROCEDURE, AS RECOMMENDED BY THE
MANUFACTURER.
— CURING COMPOUNDS PER ASTM C309 OR C1315 (TYPE 11).
— APPLICATION RATES AS RECOMMENDED BY THE MANUFACTURER.
— OTHER METHODS AS DESCRIBED IN ACI 308R-01.
CONTRACTOR SHALL ALSO REFERENCE ACI 330R-08 (DESIGN & CONSTRUCTION), ACI
330.1-03 (UNREINFORCED PARKING LOTS) AND ACI 224.3R-95 (JOINTS) FOR ADDITIONAL
INFORMATION AND REQUIREMENTS. THE MORE STRINGENT RECOMMENDATIONS/REQUIREMENTS
SHALL APPLY.
7" 4,000 PSI CONCRETE
W/ #4 BARS AT 12" O.C.
A IL
MIN. 6" CRUSHED AGGREGATE
8 • BASE COURSE COMPACT
45 P AGGREGATE BASE COURSE TO
100% OF MAX. DRY DENSITY AT
t3% OPTIMUM MOISTURE (FROM
STANDARD PROCTOR COMPACTION
TEST OR NCDOT EQUIVALENT)
/12' (2) #5 BARS CONTINUOUS GEOSYNTHETIC IN BOTTOM OF DOWN. \ \ \ \ ;\ / .\ / .\ \ / ./ .\ /� /� /� /� STABILIZATION FABRIC
UPPER 12" SUBGRADE TO BE COMPACTED IN
16" DEEP TURN —DOWN 6" LIFTS TO 100% STD. PROCTOR MAX. DRY
REQUIRED AT ALL OUTSIDE DENSITY AT f3% OF OPT. MOISTURE CONTENT
SLAB EDGES NOT ABUTTING (OVEREXCAVATE AREAS DETERMINED IN THE
CONCRETE GUTTERS GEOTECHNICAL REPORT AS UNSUITABLE SOIL
AND REPLACE WITH STRUCTURAL FILL)
0 HEAVY-DUTY CONCRETE PAVING
C800 N.T.S.
7" 4,000 PSI CONCRETE
.. ° °°° ° :° p•.° ° ° —W/#4BARS ATI2"O.C.
: ° 8 MIN. 6" CRUSHED AGGREGATE
" BASE COURSE COMPACT
8 AGGREGATE BASE COURSE TO
','4 ° ' 100% OF MAX. DRY DENSITY AT
f3% OPTIMUM MOISTURE (FROM
° STANDARD PROCTOR COMPACTION
° TEST OR NCDOT EQUIVALENT)
12" 4 (2) #5 BARS CONGEOSYNTHETIC STABILIZATION FABRIC
1N BOTTOM OF TURN DOWN rg ;w X,r Vx
UNDERCUT MOISTURE SENSITIVE
r.•��t,;�„y,..,:;1-�:�.'`', :`,'\ il��s_r'_ •S; TSti. �l`r<itt L-'-•-`;'.wr';t .�'r.'�:�y'41. �n�,
_:., SOILS (CH SOILS, REFER TO
\//� GEOTECH, SECTION 5.2.2)
\//\\//\\\ COORDINATE
ENGINEERFORI FORVERIFICATION.
\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\\\\\ WITH
LOW PLASTICITY VEEPLACEISANDYI SOIL
TO A MIN. DEPTH OF 2
BELOW PAVEMENT AREAS
16" DEEP TURN —DOWN �UPPER
REQUIRED AT ALL OUTSIDESLAB EDGES NOT ABUTTING 12" SUBGRADE TO BE COMPACTED IN
CONCRETE GUTTERS 6" LIFTS TO 100% STD. PROCTOR MAX. DRY
DENSITY AT t3% OF OPT. MOISTURE CONTENT
(OVEREXCAVATE AREAS DETERMINED IN THE
GEOTECHNICAL REPORT AS UNSUITABLE SOIL
AND REPLACE WITH STRUCTURAL FILL)
1A HEAVY-DUTY CONCRETE PAVING
c800 (BID ALTERNATE)
N.T.S.
TIE WIRES OR 1'-0"
BARBED—WIRE APRON HOG RINGS 6
ON EXTENSION ARMS (NP•)
0
I
TOP RAIL OR TENSION WIRE 45"
LINE POST
CHAIN -LINK
BRACE RAIL FABRIC (9 GAGE, 3/8" PLAIN PIN
2" MESH) o LINE POST RIVETED FLUSH (TYP.)
CORNER, END, TIE WIRES 3
OR PULL POST OR CLIPS 0 LINE POST
(Typ.) BOTTOM TENSION
OF FABRIC WIRE
TRUSS ROD 1�
2" (3/8" MIN. DU►) N
111-111„ W =III-111 II (TYP.) I BARBE [
LOCK PIN �
CA1 1/2" MIN GRADE HOG RINGS (TYP.) �� 1'-0"
35'
16" MIN. DIA. CONCRETE BASE 2 1/2" MAX 10" MIN. DIA.
Z s
l 3/8" PLAIN PIN
10'-0" MAXIMUM
6 10'-0" O.C. MAXIMUM RIVETED FLUSH (TYP.)
LINE POSTS TO BE EQUALLY SPACED CORNER POST
CHAIN -LINK SECURITY FENCE DETAIL EXTENSION ARM DETAILS
NO SCALE NO SCALE
TRUSS ROD TENSION BAND (15" O.C. MAX.
(3/8" MIN. DIA.) AND WITHIN 4" FROM TOP AND
TENSION BAND
9—GAGE STEEL TIE BOTTOM OF FABRIC
C WIRES (2'-0" O.C. FABRIC
MAX.)
TRUSS ROD CONCRETE BASE
" (TYP.) FABRIC TENSION BAR ENGAGE
(3/8" MIN. DIA.) 1 1/2LINK
I 11 -•� ` .••�•�':'• EACH FABRIC LINK
ROUND POST ' , ! ''r TOP OR BRACE RAIL ATTACHMENT TENSION BAR
CLCARRIAGE BOLT
TRUSS ROD AND BAND END OR GATE POST DETAIL
`"------HH-BB'EA--'M 77 BARBED WIRE OR
BRACE RAIL CLAMP DETAILS FASTENING DETAILS c TENSION WIRE
NO SCALE
FENCE POST TENSION BAND DETAIL
TOP RAIL OR TENSION WIRE #8 AWG SOLID
COPPER WIRE
PULL PO LINE POST MOLDED EXOTHERMIC
LINE POST WELD OR APPROVED
BRACE RAILS BRACE RAILS CLAMP —TYPE FITTING
TENSION WIRE OF COPPER
3/4" DIA. 9—GAGE STEEL TIE WIRE
TRUSS ROD TRUSS ROD COPPER —CLAD 10'-0" (15" O.C. MAX. AND WITHIN
STEEL GROUND 4" FROM TOP AND BOTTOM
10'-0" MAX. 10'-0" MAX. ROD OF FABRIC)
NOTE: ROUND POST
PROVIDE BRACE PANEL WHENEVER GROUNDING DETAIL
STRAIGHT RUNS EXCEED 500 FEET. NO SCALE
BRACE PANEL DETAIL 9—GAGE STEEL TIE WIRE
NO SCALE (15 O.C. MAX. AND
NOTES: WITHIN 4" FROM TOP AND
1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF BOTTOM OF FABRIC)
FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS. H-BEAM
2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE LINE POST ATTACHMENTS
ALIGNMENT. CHAIN —LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA. NO SCALE
3. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FENCE SHALL HAVE AN APRON EXTENDED OUTWARD
FROM THE AREA BEING PROTECTED.
4. C—SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED
WITH CONCRETE UP TO THE TOP OF THE FOUNDATION.
STEEL POST SCHEDULE
MINIMUM OUTSIDE DIMENSIONS
NOMINAL
USE AND
SECTION
FABRIC WIDTH 72" OR LESS
FABRIC WIDTH 84" TO 96"
FABRIC WIDTH 108" AND OVER
CORNER, END
& PULL POSTS
2.375" O.D.
2.875" O.D.
4.00" O.D.
TUBULAR —
TUBULAR —
ROUND
SQUARE
2.00" SQ.
2.50" SQ.
3.00" SQ.
C—SECTION
(ROLL —FORMED)
3.50" X 3.50"
3.50" X 3.50"
LINE POSTS
TUBULAR —
ROUND
1.90" O.D.
2.375" O.D.
2.875" O.D.
H—SECTION
2.25" X 1.70"
2.25" X 1.70"
2.25" X 1.70"
C—SECTION
(ROLL —FORMED)
1.875" X 1.625"
12.25" X 1.70"
TOP, BOTTOM
& BRACE RAILS
1.66" O.D.
TUBULAR —
ROUND
1.50"
SQ.
TUBULAR —
SQUARE
1.625"
X 1.50"
H—SECTION
1.625"
X 1.25"
C—SECTION
(ROLL —FORMED)
4 CHAINLINK FENCE
C800
6" 4,000 PSI CONCRETE W/
6x6x6 WELDED 6x6x6 WELDED WIRE MESH
WIRE MESH
p MIN. 4" CRUSHED AGGREGATE
--------��� —'>-- ---°— '---_—�—--------- BASE COURSE
COMPACT AGGREGATE BASE
N .i a COURSE TO 100% OF MAX.
DRY DENSITY AT t3% OPTIMUM
` 45• MOISTURE (FROM STANDARD
a PROCTOR COMPACTION TEST
OR NCDOT EQUIVALENT)
� " ° " " ° ° • . �//ice//ice//ice//ice//i // // // //
�12"\ (2) #5 BARS CONTINUOUS VAA\�� GEOSYNTHETIC STABILIZATION FABRIC
j IN BOTTOM OF TURN DOWN
\ \ \ \ \ \ \ \ \ UPPER 12 SUBGRADE TO BE
\/\/\/ �/ �/ .,
IN LIFTS T 1 %
/ / / / /
COMPACTED 6 L S 0 00.
STD. PROCTOR MAX. DRY DENSITY
-12" DEEP TURN —DOWN AT f3% OF OPT. MOISTURE
REQUIRED AT ALL OUTSIDE CONTENT (OVEREXCAVATE AREAS
SLAB EDGES NOT ABUTTING DETERMINED IN THE
CONCRETE GUTTERS GEOTECHNICAL REPORT AS
UNSUITABLE SOIL AND REPLACE
WITH STRUCTURAL FILL)
2 LIGHT -DUTY CONCRETE PAVING
C800 N.T.S.
5' SHOULDER
FINISHED 5% (Np.)
GRADE
UPPER 12" SUBGRADE TO BE COMPACTED IN-
6" LIFTS TO 100% STD. PROCTOR MAX. DRY
DENSITY AT f3% OF OPT. MOISTURE CONTENT
(OVEREXCAVATE AREAS DETERMINED IN THE
GEOTECHNICAL REPORT AS UNSUITABLE SOIL
AND REPLACE WITH STRUCTURAL FILL)
3 GRAVEL ROAD SECTION
C800 N.T.S.
WIRE (TYP.)
"A" "B"
ROLLERS OVERLAP RAILS,
TYPICAL OF ALL ROLLERS
PROVIDE ROLL
STOPS, TOP &
BOTTOM RAIL,
EACH END
2" OD PIPE
FOR 3 STRAP
BARBED WIRE
CANTILEVER
GATE _ II
CO
I II
� °I I•
NOTE: DISTANCE "A" TO BE
HALF OF THE DISTANCE —
"B" PLUS 14".
■I
2" OD FRAME
2-1/2" OD RAI I
ROLLER ASSEMBLY
2-1/2" OD RAIL
[631
GATE FRAME SPECIFICATIONS
TOP AND BOTTOM MEMBER 2-1/2" OD GALV PIPE
UPRIGHT MEMBERS 2" OD GALV PIPE
HORIZ AND DIAGONAL BRACES 1-5/8" OD GALV PIPE
MIN 8" CRUSHED AGGREGATE
BASE COURSE COMPACT
AGGREGATE BASE COURSE TO
100% OF MAX. DRY DENSITY
AT f3% OPTIMUM MOISTURE
(FROM PROCTOR COMPACTION
TEST OR NCDOT EQUIVALENT)
GEOSYNTHETIC
STABILIZATION
FABRIC
3 STRANDS OF
BARBED WIRE
GALV CHAIN
LINK FENCE
FABRIC
PROVIDE
CANTILEVER
LATCH ASSEMBLY
1OR PADLOCK
FENCE POST
CONCRETE
FOOTING, TYP.
CATC Dr%CT
GATE FRAME
POWER ASSEMBLY
NOTE: WHEEL EQUIPPED WITH ROLLER BEARINGS
AND LUBRICATION FITTINGS. MASSIVE
MALLEABLE CONSTRUCTION AND
ASSEMBLIES NEEDED PER SECTION.
5 SLIDING GATE
C800
1
Know what's below.
Call before you dig.
BEFORE YOU DIG!
AlCLL 2-4949
N CRONE -CA 63CENTER
IT'S THE LAW!
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
SURVEYORS LICENSE
NO. C-3035
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