NC0088366_Authorization to Construct_20180515 (3)

SOUTH REGIONAL WWTP
LEACHATE PUMP STATION
HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
HARNETT COUNTY - NORTH CAROLINA
C
O
N
SULTI
NG
ENGINEERS,
P.A.
1300 SECOND AVENUE
SUITE 211
CONWAY, SC 29526
Phone: [phone]
Fax: [phone]
NC License No. C-644
Version: 1
SAF MAY 2018
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ALLEGHANY
ASHE
WATAUGA
WILKES
MRCHELL AVERY
YANCEY CALDWELL ALEXANDER
MADISON
IREDELL
BURKE
BUNCOMBE
M. DOWELL CATAWB4
HAYWOOD
SWAIN
LINCOLN
RUTHERFORD
GRAHAM HENDERSON
CLEVELAND
JACKSON POLK GASTON
MECKLE
CHEROKEE MACON TRANSYLVANIA
CLAY
chills Rd
110
CG 1/
SURRYS
STOKES ROCKINGHAM CASWELL PERSON VANCE WARREN NORTHAMPTON GATECO�. �GC,F
GRANVILLE HALFAX HERTFORD
4 WGy
YPDKIN FORSYTH �Z S
ORANGE FRANKLIN BERTIE
GUILFORD glM1ANCE
DURHAM
NASH
DAME
EDGECOMBE
DAVIDSON WAKE MARTIN WASHINGTON
TYRRELL
RANDOLPH CHATHAM WILSON DARE
ROWAN
PITT BEAUFORT
LEE
JOHNSTON GREENE HYDE
CPBARRUS MOORE HARNETT WAYNE
STANLV MONTGOMERY
O
BURG LENOIR CRAVEN
Q
RICHMOND HOKE CUMBERLANDJONES
PAMLICO
UNION ANSON SAMPSON
DUPLIN
ONSLOW
SCOTLAND
CARTERET
ROBESON
BLADEN
PENDER
NEW
COLUMBUS HANOVE
BRUNSWICK
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LOCATION MAP
N.T.S.
t43yC:b Rd
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McArtan Rd
Valley Rd
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GENERAL NOTES & INDEX
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ABOVE FINISHED FLOOR
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LOW POINT
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OVERALL SITE PLAN
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ADDITIONAL
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MECHANICAL JOINT
4
ENLARGED SITE PLAN
ALUM
ALUMINUM OR ALUM
MATL,
MATERIAL
APPROX
APPROXIMATE(LY)
MAS
MASONRY
5
LEACHATE PUMP STATION LOWER & UPPER PLANS
ARCH
ARCHITECTURAL
MAX
MAXIMUM
Drawn:
ALR
BM
BENCH MARK OR BEAM
MECH
MECHANICAL
6
LEACHATE PUMP STATION SECTION & DETAILS
BOTT.
BOTTOM
MER
MANUFACTURER
B.W.
BLOCK WALL
MH
MANHOLE
7
RECEIVING STATION NO. 1 PLANS & DETAILS
C.I.
CAST IRON
MIN
MINIMUM
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CENTER TO GENTS R
MNTG
MOUNTING
8
MISCELLANEOUS DETAILS
GAP
CAPACITY
N.P.W.
NONPOTABLE WATER
9
MISCELLANEOUS DETAILS
CIRCUM
CIRCUMFERENCE
N.T.S.
NOT TO SCALE
CL
CLAY
NO,
NUMBER
10
MISCELLANEOUS DETAILS
CLR,
CLEARANCE
O.C.
ON CENTER
q
CENTERL INE
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OUTSIDE TO OUTSIDE
CL2
CHLORINE
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OPENING
CLARIF
CLARIFIER
OX
OXIDATION
EC
-1 EROSION CONTROL SITE PLAN
CHEM.
CHEMICAL
P.E.
PLAIN END
EC
-2 EROSION CONTROL NOTES
COL
COLUMN
PED
PEDESTAL
CONC.
CONCRETE
PL
PLATE
EC
-3 EROSION CONTROL DETAILS
CONST
CONSTRUCTION
PLCS,
PLACES
CONT
CONTINUOUS
PROJ
PROJECTION
CONTR
CONTRACTOR
P.S.
PUMP STATION
CU
COPPER
P.V.C.
POLYVINYL CHLORIDE
C.W.
CONCRETE WALL
R.C.P.
REINFORCED CONCRETE PIPE
D
DIAMETER
RAD.
RADIUS
DIA
DIAMETER
RAS
RETURN ACTIVATED SLUDGE
D.I.P.
DUCTILE IRON PIPE
RED
REDUCER
DISCH.
DISCHARGE
REF
REFERENCE
DP
DEEP
RE INF
REINFORCING OR REINFORCED
DWLS.
DOWELS
REQ'D
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EACH FACE
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STAINLESS STEEL
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EXPANSION JOINT
SCH.
SCHEDULE
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EACH
SHT
SHEET
EFF.
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SIM
SIMILAR
EL
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ELEVATION
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SPACES
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EQUAL
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SQUARE
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EQUIPMENT
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STANDARD
EXIST.
EXISTING
STL
STEEL
EXP.
EXPANSION
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STAINLESS
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FLARED END SECTION
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SLAB WIDTH
F.R.P.
FIBERGLASS
S.W.D.
SIDE WALL DEPTH
REINFORCED PLASTIC
T/
TOP OF
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FIGURE
TCJ,CJ
TYP. CONTROL JOINT,
FIN
FINISHED
CONSTRUCTION JOINT
FL.
FLANGE
THIRD
THREAD(S)(ED)
FLR
FLOOR
TRICK
TRICKLING
FTG
FOOTING
TYP
TYPICAL
GALV
GALVANIZED
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UNLESS OTHERWISE NOTED
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HARDWARE
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WELDED WIRE FABRIC
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WASTE ACTIVATED SLUDGE
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INSIDE DIAMETER
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WATER LEVEL
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OUTSIDE DIAMETER
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DETAIL CALL -OUT DETAIL IDENTIFICATION LETTER
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IDENTIFICATION 2 3
SYMBOL SHEET NUMBER CIN SAME DISCIPLINE)
WHERE DETAIL IS DRAWN,
SHEET NUMBER ON WHICH DETAIL
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SECTION CUT SYMBOL SECTION IDENTIFICATION NUMBER
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IDENTIFICATION SYMBOL 2 3 SHEET NUMBER (IN SAME STRUCTURE)
(w/o ARROW) WHERE SECTION IS DRAWN,
SHEET NUMBER (IN SAME STRUCTURE)
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FINAL DRAWINGS
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ACCESS ROAD
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CLEARING LIMITS
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ACCESS ROAD
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NEW LEACHATE
PUMP STATION
NEW 6" PVC FORCEMAIN
TO EXIST. HEADWORKS
EXIST. SLUDGE
TREATMENT FACILITY
EXIST. STORAGE SHED
EXIST. SLUDGE
PROCESSING SYSTEM
EXIST. TREEL INE
EXIST. ROAD TO BE MODIFIED
PAVE OVER EXIST. ASPHALT
NEW TREEL INE
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\
STATION NO. 1
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\ \ NEW 1" ANHOL X42
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SCALE: 1"=20'
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317025
Sheet No.:
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ACCESS DOOR
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FINAL DRAWINGS Job No.: 317025
FOR REVIEW PURPOSES ONLY Sheet No.:
5
NOT RELEASED FOR CONSTRUCTION 10f:-- Version: 1

6" PVC
(SEE P
S" D.I. INFLUENT LINE
FROM MANHOLE NO.
PROVIDE WALL SLE
UJ/ LINK SEAL (TYP.
GROUT t0
OUTLET PIPE
1 k.00Vm o. W=`I' WI'=
5 SECTION VIEW
SCALE: 1/2" = 1'-0"
2' 1' 0 2'
2 11 SCN Sm PVC SUMP
PUMP DISCHARGE LINE 2 "xl" REDUCER
24" SQ. x 8" I" CHECK
DEEP SUMP VALVE
GROUT t0 SUMP 1" TRUE UNION
BALL VALVE
1/2 HP 110 VAC
SUMP PUMP
24" SQ. x S" DEEP SUMP
(THICKENED SLAB 6 SUMP)
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30" ALUMINUM HATCH
(SEE PLAN FOR
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ACCESS DOOR
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4" SWING
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SCALE: I/2"
2' 1' 0 2' FINAL DRAWINGS
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Job No.:
317025
Sheet No.:
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NOT RELEASED FOR CONSTRUCTION I of: - Version:

CLEANOUT
5'-0" SQUARE
RECEIVING I=UMI= STATION NO. 1
UI=I=E R FLAN
SCALE: 1" = 1'-0"
RECEIVING PUMP STATION NO. 1
LOWER ALAN
SCALE: 1" = 1'-0"
4" GONG. PAD
NOTE:
RECEIVING STATION NO. 2 IS
MIRROR OF STATION NO. 1.
6" PVC DRAIN
LINE TO MANHOLE
NO. I
S" D.I. LEACHATE
LINE TO MANHOLE
NO. 1
&"x4" RE
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S" D.I. LEACHATE
LINE TO MANHOLE
NO. 1
1 SECTION
SCALE: 1" = 1'-0"
(o"
GONG. CONTAINMENT CURB
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:OUT SLOPE
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3/4" CHAMFER (TTP.)
-04
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CONCRETE CONTAINMENT CURS
N.T.S.
FINAL DRAWINGS
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2" MESH FABRIC
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GRADE.
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TO MEET ASTM. C-418-12 WIRE
MESH -ASTM. A-1 85-69.
3. FLAT -TOP MANHOLE TO BE
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GRADE.
FINAL DRAWINGS
FOR REVIEW PURPOSES ONLY
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BELL RESTRAINT
CAT TWO JOINTS
FROM 130' BEND
M.J. 90 ° BE
ROMAG GRIP
RESTRAINTS (
APP'D. EQUA1
BELL RESTF
CAT TWO JOIT
FROM 90 ° B'
MATERIAL
BELL RESTRAINT CONE
JOINT FROM 45' BEND
FITTING
** RESTRAINED
JOINTS
22.5° ELL
1
45° ELL
1
130° ELL
2
**OR PER MANUFACTURER'S
RECOMMENDATIONS
TYPICAL FITTING AND JOINT RESTRAI IT
N.T.S.
TRENCH NOT IN ROAD
SELECT BACKFILL
COMPACTED TO 1389.
DENSITY PLACED IN
0" LIFTS UNDER
ROADS AND 12" LIFTS
COMPACTED TO 1309.
DENSITY ELSEWHERE
3/4" MAX. O.D.
GRANULAR BEDD I
TRENCH IN ROAD
TYPE I BITUMINOUS CONCRETE
SURFACE COURSE
FINISHED GRADE 12"
FIFE 5EDDING DETAIL
NTS
AGGREGATE BASE
COURSE COMPACTED
TO 1389. DENSITY IN
ALL ROADS
SELECT COMPACTED
GRANULAR BACKFILL
PLACED IN 6" LIFTS
18" X 18" X 6" CONCRETE
PAD CAST IN PLACE OR
PRECAST
EXISTING GRADE
IN UNPAVED AREAS TYPICALLY USE
GLASS III BACKFILL COMPACTED IN ro"
LIFTS TO 1359. MAX. DRY DENSITY AS PER
ASTM D1551. USE GLASS II BACKFILL
WHERE SO DIRECTED BY THE ENG.
D.I.P. OR P.V.C. RISER
LENGTH AS REQUIRED FOR
DEEP VALVE INSTALLATION.
NOTE:
SEE TYPICAL VALVE DETAIL
FOR NOTES NOT SHOWN.
r-- "SEWER" CAST IN LID
C.P.W. APPROVED
ADJUSTABLE ROADWAY
VALVE BOX
Pbv;=M;=NT
UNDER PAVED AREAS, USE
CLASS II BACKFILL
COMPACTED IN /o" LIFTS TO
1359. MAX. DRY DENSITY AS
PER ASTM D1555-1
EXTENSION STEM FOR EACH VALVE. ALL
COMPONENTS ON THE STEM WILL 5E
WELDED. THE STEM SHALL BE ATTACHED
TO THE VALVE W/ SET SCREW.
SUPPORT VALVE BOX ON WELL
COl"iPAGTED BACKFILL. DO NOT
ALLOW VALVE BOX TO REST ON
ANY PORTION OF VALVE.
NOTE:
VALVES MAY BE PLUG,
GATE OR BUTTERFLY.
MECHANIGAL JOINT PLUG VALVE
W/ MEGA -LUG RESTRAINTS
TYPICAL VALVE 5OX A55E1` 5L Y
NTS
NOTES:
1. CENTER VALVE BOX OVER OPERATING
NUT TO INSURE FREE VALVE OPERATION.
2. USE (o" RISER PIPE ON 4" 4 6" VALVES.
3. USE 8" RISER PIPE ON 8"
VALVES AND LARGER.
FINAL DRAWINGS
FOR REVIEW PURPOSES ONLY
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Sheet No.:
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FORM JOINT BETWEEN SLABS WITH
CONC. JOINTING TOOL TO PROVIDE
NOM. 3" WIDE TOOLED SURFACE
PROFILED AS SHOWN
8" SUB -BASE
CONTROL JOINT DTL.
II
FORM JOINT BETWEEN SLABS WITH
1 1/2111 1/211 CONC. JOINTING TOOL TO PROVIDE
NOM. 3" WIDE TOOLED SURFACE
PROFILED AS SHOWN
NOTE: PROVIDE CONTROL JOINTS IN WALKS
la 5'-0" O.C., PROVIDE EXP. JTS ia
MIN. 25'-0" O.C. 4 @ ALL EDGES
W/ OTHER MATERIALS
1/2" PREMOLDED EXP. 1" IAT'L
EXPANSION JT DTL,
CONTROL JOINT AND EXPANSION JOINT DETo4IL
NTS
1211
SEE LAYOUT PLAN
1/4" PER 1'-011
SUB - BASE8" STAB 1 L I ZED AGGREGATE
SEE NOTE P BASE COURSE
2" TYPE I BITUMINOUS
CONCRETE SURFACE
COURSE
12
TYF I CAL ROADWAY SECTION
N.T.S.
SLOPE TO ROAD
DITCH AS REQUIRED
MIN. 5:1
NOTE:
CONTRACTOR SHALL SCARIFY AND
COMPACT TOP S" OF UNDISTURBED
SOIL. WHERE ADDITIONAL SUB -BASE
MATERIAL IS REQUIRED, MATERIAL
SHALL BE COMPACTED IN LIFTS AND
DENSITY PER SPECIFICATIONS.
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COMPACTED 6U5GRADE
CCL OR BETTER)
TYPICAL GRAVEL ROAD SECTION
N.T.S.
SLOPE TO ROAD
DITCH AS REQUIRED
NEW 2" TYPE I BITUMINOUS
CONCRETE SURFACE COURSE
NEW 8" STABILIZED
AGGREGATE BASE COURSE
COMPACTED
SUB -BASE
NEW ASPHALT FAVING WITH
NEW SASE SECTION
N.T.S.
EXIST. ASPHALT
ROAD
NEW 1 1/2" TYPE I BITUMINOUS
CONCRETE SURFACE COURSE
EXIST. STABILIZED
AGGREGATE BASE COURSE
COMPACTED
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SECTION
N.T.S.
SAW -CUT EXIST.
ASPHALT ROAD
EXIST. ASPHALT
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NEW 2" TYPE I B I TUM INOUS
CONCRETE SURFACE COURSE
NEW 1 1/2" TYPE I BITUMINOUS
CONCRETE SURFACE COURSE
COMPACTED
SUB -BASE
OFEN CIT AND PATCH
EXIST. ASPHALT SECTION
N.T.S.
FINAL DRAWINGS
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CAMERON 8 ASSOCIATES
20 RONNIES ROAD
SPRING LAKE, NC 28390
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
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BUILDING
HARNETT COUNTY
PO 50X '159
L ILL INGTON, NC 2154ro
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SHERRY STRAIGHT DARRIGAN
121 STEWART FARM LANE
SPRING LAKE, NC 28390
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Sheet No.:
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Version: 1

StAND ARl� NOTES
1. IF NECESSARY, SLOPES, WHICH EXCEED EIGHT (S) VERTICAL FEET SHOULD BE STABILIZED WITH SYNTHETIC OR VEGETATIVE
MATS, IN ADDITION TO HYDROSEEDING, IT MAY BE NECESSARY TO INSTALL TEMPORARY SLOPE DRAINS DURING
CONSTRUCTION. TEMPORARY BERMS MAY BE NEEDED UNTIL THE SLOPE IS BROUGHT TO GRADE.
2. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN NO CASE MORE THAN FOURTEEN (14)
DAYS AFTER WORK HAS CEASED, EXCEPT AS STATED BELOW.
-WHERE STABILIZATION BY THE 14TH DAY IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS,
STABILIZATION MEASURES MUST BE INITIATED AS SOON AS PRACTICABLE.
-WHERE CONSTRUCTION ACTIVITY ON A PORTION OF THE SITE IS TEMPORARY CEASED, AND EARTH -DISTURBING
ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED
ON THAT PORTION OF THE SITE,
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC
INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED,
THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN
46 HOURS OF IDENTIFICATION.
4. PROVIDE SILT FENCE AND/OR OTHER CONTROL DEVICES, AS MAY BE REQUIRED, TO CONTROL SOIL EROSION DURING
UTILITY CONSTRUCTION. ALL DISTURBED AREAS SHALL BE CLEANED, GRADED, AND STABILIZED WITH GRASSING
IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE
RECOMMENDED. IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT
BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/ OR OFFSITE
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
SITE IS STABILIZED.
ro. THE CONTRACTOR MUST TAKE NECESSARY ACTION TO MINIMIZE THE TRACKING OF MUD INTO PAVED ROADWAY(S) FROM
CONSTRUCTION AREAS AND THE GENERATION OF DUST. THE CONTRACTOR SHALL DAILY REMOVE MUD/ SOIL FROM
PAVEMENT, AS MAY BE REQUIRED.
-1. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR INFRASTRUCTURE AS WELL AS FOR INDIVIDUAL
LOT CONSTRUCTION. INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLANS DURING CONSTRUCTION OR OBTAIN
APPROVAL OF AN INDIVIDUAL PLAN IN ACCORDANCE WITH S.C. REG 12-300 ET SEQ. AND SCRIOOOOO.
S. TEMPORARY DIVERSION BERMS AND/ OR DITCHES WILL BE PROVIDED AS NEEDED DURING CONSTRUCTION TO PROTECT
WORK AREAS FROM UPSLOPE RUNOFF AND/ OR TO DIVERT SEDIMENT -LADEN WATER TO APPROPRIATE TRAPS OR STABLE
OUTLETS.
9. ALL WATERS OF THE STATE (Wo5), INCLUDING WETLANDS, ARE TO BE FLAGGED OR OTHERWISE CLEARLY MARKED IN THE
FIELD. A DOUBLE ROW OF SILT FENCE IS TO BE INSTALLED IN ALL AREAS WHERE A 50 -FOOT BUFFER CAN'T BE MAINTAINED
BETWEEN THE DISTURBED AREA AND ALL WoS. A 10 -FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT
FENCE AND ALL WoS.
10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, AND BUILDING PRODUCTS WITH SIGNIFICANT POTENTIAL FOR IMPACT (SUCH
AS STOCKPILES OF FRESHLY TREATED LUMBER) AND CONSTRUCTION CHEMICALS THAT COULD BE EXPOSED TO STORM
WATER MUST BE PREVENTED FROM BECOMING A POLLUTANT SOURCE IN STORM WATER DISCHARGES.
11. INITIATE STABILIZATION MEASURES ON ANY EXPOSED STEEP SLOPE (3H. -IV OR GREATER) WHERE LAND -DISTURBING
ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, AND WILL NOT RESUME FOR A PERIOD OF -1 CALENDAR DAYS.
12. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.
13. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM EQUIPMENT AND VEHICLE WASHING, WHEEL WASH WATER, AND OTHER
WASH WATERS. WASH WATERS MUST BE TREATED IN A SEDIMENT BASIN OR ALTERNATIVE CONTROL THAT PROVIDES
EQUIVALENT OR BETTER TREATMENT PRIOR TO DISCHARGE.
14. MINIMIZE THE DISCHARGE OF POLLUTANTS FROM DEWATERING OF TRENCHES AND EXCAVATED AREAS. THESE
DISCHARGES ARE TO BE ROUTED THROUGH APPROPRIATE BMP'S (SEDIMENT BASIN, FILTER BAG, ETC.),
15, THE FOLLOWING DISCHARGES FROM SITES ARE PROHIBITED:
-WASTEWATER FROM WASHOUT OF CONCRETE, UNLESS MANAGED BY AN APPROPRIATE CONTROL
-WASTEWATER FROM WASHOUT AND CLEANOUT OF STUCCO, PAINT, FORM RELEASE OILS, CURING COMPOUNDS AND OTHER
CONSTRUCTION MATERIALS
-FUELS, OILS, OR OTHER POLLUTANTS USED IN VEHICLE AND EQUIPMENT OPERATION AND MAINTENANCE
-SOAPS OR SOLVENTS USED IN VEHICLE AND EQUIPMENT WASHING
16. AFTER CONSTRUCTION ACTIVITIES BEGIN, INSPECTIONS MUST BE CONDUCTED AT A MINIMUM OF AT LEAST ONCE EVERY
CALENDAR WEEK AND MUST BE CONDUCTED UNTIL FINAL STABILIZATION IS REACHED ON ALL AREAS OF THE CONSTRUCTION
SITE.
1-1. IF EXISTING BMP'S NEED TO BE MODIFIED OR IF ADDITIONAL BMP'S ARE NECESSARY TO COMPLY WITH THE
REQUIREMENTS OF THIS PERMIT AND/OR SC'S WATER QUALITY STANDARDS, IMPLEMENTATION MUST BE COMPLETED BEFORE
THE NEXT STORM EVENT WHENEVER PRACTICABLE. IF IMPLEMENTATION BEFORE THE NEXT STORM EVENT IS IMPRACTICABLE,
THE SITUATION MUST BE DOCUMENTED IN THE SWPPP AND ALTERNATIVE BMP'S MUST BE IMPLEMENTED AS SOON AS
REASONABLY POSSIBLE.
18. A PRE-CONSTRUCION CONFERENCE MUST BE HELD FOR EACH CONSTRUCTION SITE WITH AN APPROVED ON-SITE SWPPP
PRIOR TO THE IMPLEMENTATION OF CONSTRUCTION ACTIVITIES. FOR NON-LINEAR PROJECTS THAT DISTURB 10 ACRES OR
MORE THIS CONFERENCE MUST BE HELD ON-SITE UNLESS THE DEPARTMENT HAS APPROVED OTHERWISE.
19. EVERY 5,000 FEET PUT PERMANENT STABILIZATION.
SEED5ED PREPARATION
I. CHISEL COMPACTED AREAS AND SPREAD
TOPSOIL 3 INCHES DEEP OVER ADVERSE 12, RYE GRAIN AND MILLET SHALL BE ADDED IN
SOIL CONDITIONS, IF AVAILABLE. ORDER TO ESTABLISH QUICK GROUND COVER FOR
2. RIP THE ENTIRE AREA TO (o" EROSION CONTROL PURPOSES.
DEPTH. 13, TEMPORARY VEGETATION:
3, REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER A. (APRIL 1 - AUGUST 15):
OBSTRUCTIONS LEAVING SURFACE REASONABLY
SMOOTH AND UNIFORM. ANNUAL SUDAN 40 LBS./ACRE
GRASS (SWEET OF
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND TIFF)
SUPER PHOSPHATE UNIFORMLY AND MIX WITH BROWN TOP MILLET 50 LBS./ACRE
SOIL (SEE BELOW •).
5.
CONTINUE TILLAGE UNTIL A WELL -PULVERIZED,
B. (AUGUST 16 -MARCH 1):
FIRM, REASONABLY UNIFORM SEEDBED IS
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RYE GRAIN 55 LBS./ACRE
OJ
14, OAT GRAIN IS TO BE ADDED IF SEEDING DATE IS
�.
COVER SEED LIGHTLY WITH SEEDING
BETWEEN MARCH 1 AND APRIL 16, AT THE RATE OF
Z_
EQUIPMENT OR CULTIPACK AFTER
10 POUNDS PER ACRE.
SEEDING.
JCnLLu
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MULCH IMMEDIATELY AFTER SEEDING.
15, OTHER PLANTINGS OR SEEDING AS CONTAINED IN THE
�
CRITICAL AREA STABILIZATION SECTION OF SCS
S.
INSPECT ALL SEEDING AREAS AND MAKE
HANDBOOK "EROSION AND SEDIMENT CONTROL IN
NECESSARY REPAIRS OR RESEED WITHIN THE
DEVELOPING AREAS" MAY BE USED PROVIDED THE
PLANTING SEASON, IF POSSIBLE. IF STAND
WORK COMPLIES WITH ALL APPLICABLE SPECIFICATIONS
SHOULD BE OVER 60% DAMAGED, REESTABLISH
CONTAINED IN SAID HANDBOOK.
FOLLOWING ORIGINAL LIME, FERTILIZER, AND
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16. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND
Q
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
9.
FERTILIZER SHALL BE APPLIED AT THE RATE OF
1000 POUNDS PER ACRE.
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10. LIME SHALL BE APPLIED AT THE RATE
OF 3000 POUNDS PER ACRE.
11. PERMANENT
VEGETATION:
A. SUMMER (MARCH 1 - AUGUST 14):
COMMON BERMUDA 30 LBS./ACRE
(HULLED)
WEEPING LOVEGRASS 10 LBS./ACRE
SERICEA 50 LBS./ACRE
LESPEDEZA
(SCARIFIED)
B. WINTER (AUGUST 15 - FEBRUARY 28):
COMMON BERMUDA
(UNHULLED)
WEEPING LOVEGRASS
SERICEA LESPEDEZA
(UNHULLED, UNSCARIFIED)
40 LBS./ACRE
10 LBS./ACRE
60 LBS./ACRE
SEQUENCE OF CONStRuC:T I ON
I. RECEIVE NPDES COVERAGE.
2. INFORM LOCAL OFFICE BEFORE LAND DISTURBANCE.
3. ESTABLISH BUFFER ZONE WHEN APPROPRIATE.
4. CLEARING AND GRUBBING THOSE AREAS NECESSARY FOR
INSTALLATION OF PERIMETER CONTROLS.
5. INSTALLATION OF BMP'S AND CONSTRUCTION OF PERIMETER
CONTROLS.
(o. REMAINING CLEARING AND GRUBBING.
-I. CONSTRUCTION OF PIPING.
S. FINAL GRADING, LANDSCAPING, OR STABILIZATION.
9. REMOVAL OF SEDIMENT CONTROL.
10, APPLY FOR THE NOTICE OF TERMINATION ONCE THE SITE HAS
REACHED FINAL STABILIZATION. FINAL STABILIZATION IS REACHED ONCE
10 PERCENT COVERAGE OF "NATURAL" VEGETATIVE COVER IS
ACHIEVED.
MAINTENANCE
DURING AND AFTER CONSTRUCTION, THE DEVELOPER SHALL
BE RESPONSIBLE FOR THE MAINTENANCE OF THE STORM
WATER MANAGEMENT AND SEDIMENT CONTROL FACILITIES ON
SITE, MAINTENANCE SHALL INCLUDE BUT NOT BE LIMITED TO:
1. PERIODIC TRASH REMOVAL FROM THE STORM WATER
MANAGEMENT AND SEDIMENT CONTROL FACILITIES TO PROVIDE
FOR FREE FLOW OF WATER.
2. PERIODIC HAND REMOVAL OF WEEDS FROM SEDIMENT
BASINS AND DETENTION PONDS,
3. REMOVAL OF SEDIMENT FROM CATCH INLETS AND DETENTION
PONDS EVERY TWO YEARS TO PREVENT BLOCKAGE IN PIPES.
FINAL DRAWINGS
FOR REVIEW PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTION
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Date:
MAY 2018
Drawn:
ALR
Checked: JWM
Job No.:
317025
Sheet No.:
EC -2
Of: - Version:

NPDES Stormwater Discharge Permit for Construction Activities (NCG01)
NCDENR/Division of Energy, Mineral and Land Resources
STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
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j Perimeter dikes, swales, ditches, slopes
l
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 flatter
14 days
7 days for than 50' in length.
or
slopes greater
All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HQW Zones.
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TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE
N.T.S.
NOTE:
CONSTRUCTION ENTRANCE SHALL
BE MAINTAINED UNTIL A PERMANENT
ENTRANCE IS ESTABLISHED OR
CONSTRUCTION IS COMPLETE. ANY
EROSION OR DEFICIENCY SHOULD
BE REPAIRED AS SOON AS POSSIBLE.
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WIRE FENCING AND
STEEL POSTS
WOVEN GEOSYNTHETIC
8' O.G. W/LOIRE
FILTER FABRIC
CONSTRUCTION SPECIFICATION
EXTEND FABRIC AND
MATERIALS:
C0
WIRE INTO TRENCH
1. USE A SYNTHETIC FILTER FABRIC OF
W
COMPACTED
AT LEAST 13r;,% BY WEIGHT OF
POLYOLEFINS OR POLYESTER, WHICH
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BACKFILL
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THE REOUIREMENTS IN ASTM D ro4r 1,
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WHICH IS SHOWN IN PART IN TABLE
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6 .628. SYNTHETIC FILTER FABRIC
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SHOULD CONTAIN ULTRAVIOLET RAY
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INHIBITORS AND STABILIZERS TO
PROVIDE A MINIMUM OF 6 MONTHS��//��
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2. ENSURE THAT POSTS FOR SEDIMENT
FENCES ARE 1.33 LB/LINEAR FT
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FEET. MAKE SURE THAT STEEL POSTSQ
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NOTES:
PROJECTIONS TO FACILITATE
FASTENING THE FABRIC.
W
HAVE
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1. REMOVE ANY SEDIMENT GREATER
IMMEDIATELY.
THAN 12" DEEP. REPAIR ANY UNDERMINING 3. FOR REINFORCEMENT OF STANDARD
STRENGTH FILTER FABRIC, USE LOIRE
H
2. STONE OUTLET TO BE ADDED AT LOUD POINTS IN SILT FENCE, SEE
DETAIL. FENCE WITH A MINIMUM 14 GAUGE
AXIMUM MESH SPACING OF
Q
3. CONTRACTORS OPTION TO USE AT TOE OF SLOPES ADJACENT TO
PAVEMENT TO 6ND HE
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PROTECT PAVED SURFACES.
**SEE TABLE 6.628 SPEC IFIGATIONS
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NTS
Scale:
AS SHOWN
Date:
MAY 2018
Drawn:
ALR
Checked:
JWM
FINAL
DRAWINGS
Job No.:
317025
FOR REVIEW
PURPOSES ONLY
Sheet No.:
EC -3
NOT RELEASED
FOR CONSTRUCTION
Of: -
Version: 1