NC0020737_ATC-Blueprints_20240315

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KINGS MOUNTAIN, NORTH CAROLINA
PROJECT SOUTH - WASTEWATER EXPANSION
ARP PROJECT NO. SRP-W-ARP-007
C
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SULT
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NG
ENGINEERS,
P.A.
MARCH 2O24
SEAL =
o 13755 JOB NO. 321010
911 NORMAN ALLEY °s °'F��►NE��po,**,
•••.......•� �J
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CONWAY, SC 29526 w M�G �11 x 17 DWGS. ARE
".,EEIE""''''
Phone: [phone] TRUE HALF SCALE
NC License No. C-644
Version: 1
100% DESIGN DRAWINGS -
FOR REVIEW PURPOSES ONLY -
NOT RELEASED FOR CONSTRUCTION
ALLEGHANY
ASHE
WATAUGA
WILKES
MITCHELL AVERY
YANCEY CALDWELL ALEXANDER
MADISON
IREDELL
BURKE
BUNCOMBE Me DOWELL CATAWBA
HAYWOOD
SWAIN
LINCOLN
GRAHAMRUTHERFORD
HENDERSON
JACKSON POLK CLEVEL ND GASTON
MECKLE
CHEROKEE MACON TRANSYLVANIA
CLAY
CG 1/ 11
SURRY S
STOKES ROCKINGHAM CASWELL PERSON VANCE WARREN NORTHAMPTON
GRANVILLE HALFA)X HERTFORD
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GUILFORD AWAANCE ORANGE FRANKLIN BERTIE
DURHAM
DAME NASH
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DAVIDSON WAKE MARTIN WASHINGTON
TYRRELL
RANDOLPH CHATHAM WILSOH OAR'
ROWAN
PITi BEAUFORT
JOHNSTON HYDE
LEE GREENE
CPBARRUS STANLV MONTGOMERY MOORE HARNEIT WAYNE
,
BURG LENOIR CRAVEN
PAMLICO
RICHMOND HOKE CUMBERWJD JONES
UNION ANSON SAMPSON
DUPLIN
SCOTLAND ONSLOW
CARTERET
ROBESON BLADEN
PENDER
COLUMBUS
LOCATION MAP_
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GENERAL CONSTRUCT I Oil A55RE V I AT I ONS
INDEX OF
SHEETS
#
NUMBER OR POUND
INFL
INFLUENT
41
DIAMETER
INS.
INSIDE
4
AND
INV,
INVERT
<
LESS THAN
JT.
JOINT
G-1
COVER SHEET
EN-1
OVERALL PROCESS LAYOUT
<=
LESS THAN OR EQUAL TO
JTs
JOINTS
G-2
GENERAL NOTES & INDEX
EN-2
SCREENING AND GRIT REMOVAL LOWER PLAN VIEW
>
GREATER THAN
L.L.O.
LONG LEG OUT
G-3
HYDRAULIC PROFILE
EN-3
SCREENING AND GRIT REMOVAL UPPER PLAN VIEW
AT
LB
POUND
G-4
OVERALL SITE PLAN
EN-4
SCREENING AND GRIT REMOVAL SECTIONS AND DETAILS
A.B.
ANCHOR BOLT
LG
LONG
G-5
EXISTING SITE PLAN
EN-5
SCREENING AND GRIT REMOVAL SECTIONS AND DETAILS
A.F.F.
ABOVE FINISHED FLOOR
L.P.
LOW POINT
ADDL
ADDITIONAL
M.J.
MECHANICAL JOINT
G-6
PROPOSED OVERALL SITE PLAN
EN-6
INFLUENT PUMP STATION UPPER & LOWER PLANS
ALUM
ALUMINUM OR ALUM
MATL,
MATERIAL
G-7
OVERALL PIPING PLAN
EN-7
INFLUENT PUMP STATION ELEVATION AND DETAILS
AFFROX
AFFROXIMATE (LY)
MAS
MASONRY
G-8
PIPING AND MANHOLE SCHEDULES
EN-7A
INFLUENT PUMP STATION ELEVATION AND BY-PASS PUMP LAYOUT
ARCH
ARCHITECTURAL
MAX
MAXIMUM
G-9
ENLARGED SITE PLAN
EN-8
PLANT UNIT LAYOUT
BM
BENCH MARK OR BEAM
MECH
MECHANICAL
G-10
ENLARGED SITE PLAN
EN-9
SBR AIR SYSTEM LAYOUT
BOTT.
BOTTOM
MFIR
MANUFACTURER
B.W.
BLOCK WALL
MH
MANHOLE
G-11
ENLARGED SITE PLAN
EN-10
SPLITTER BOX UPPER AND LOWER PLANS
C.I.
CAST IRON
MIN
MINIMUM
G-12
OVERALL GRADING PLAN
EN-11
SPLITTER BOX SECTIONS
C/C
CENTER TO CENTER
MNTG
MOUNTING
G-13
MISCELLANEOUS DETAILS
EN-12
AIR LINE/ PLATFORM AND SBR SECTIONS
CAP
CAPACITY
N.P.W.
NONFOTABLE WATER
G-14
MISCELLANEOUS DETAILS
EN-13
SBR SECTIONS AND DETAILS
CIRCUM
CIRCUMFERENCE
N.T.S.
NOT TO SCALE
G-15
MISCELLANEOUS DETAILS
EN-14
SBR SECTIONS AND DETAILS
CL
CLAY
NO,
NUMBER
CLR.
CLEARANCE
O.C.
ON CENTER
EN-15
AIR LINE / PLATFORM AND SBR SECTIONS
q
CENTERLINE
0/0
OUTSIDE TO OUTSIDE
EC-1
EROSION CONTROL EXISTING SITE/ DEMOLITION PLAN
EN-16
SBR BASIN DECANTER LAYOUT AND ELEVATION
CL2
CHLORINE
OFNG
OPENING
EC-2
EROSION CONTROL SITE PLAN
EN-17
SLUDGE PUMP ELEVATION AIR SYSTEM AND DECANTER DETAILS
CLARIF
CLARIFIER
Ox
OXIDATION
EC-3
EROSION CONTROL NOTES
EN-18
BLOWER/ ELECTRICAL BUILDING LAYOUT PLAN
CHEM.
CHEMICAL
P.E.
PLAIN END
EC-4
EROSION CONTROL DETAILS
EN-19
BLOWER LAYOUT AND ELEVATION
COL
COLUMN
FED
PEDESTAL
CONC.
CONCRETE
FL
PLATE
EC-5
EROSION CONTROL DETAILS
EN-20
CHLORINE CONTACT BASIN PLAN VIEW
CON5T
CONSTRUCTION
FLCS,
PLACES
EC-6
EROSION CONTROL DETAILS
EN-21
CHLORINE CONTACT BASIN SECTION VIEWS
CONT
CONTINUOUS
FIROJ
PROJECTION
EN-22
BULK CHEMICAL FEED LAYOUT PLAN
CONTR
CONTRACTOR
P.S.
FUMF STATION
P&ID-1
P&ID LEGEND SHEET
EN-23
BULK TANK FILL LINE / CONTAINMENT SECTIONS AND DETAILS
CU
C.W.
COFFER
CONCRETE WALL
P.V.C.
POLYVINYL CHLORIDE
P&ID-2
P&ID LEGEND SHEET
EN-24
MAG METER / BFV VAULT
R.C.P.
REINFORCED CONCRETE FIFE
D
DIAMETER
RAD.
RADIUS
P&ID-3
P&ID LEGEND SHEET
EN-25
WAS METER VAULT PLAN AND SECTIONS
DIA
DIAMETER
RAS
RETURN ACTIVATED SLUDGE
P&ID-4
HEADWORKS
D.I.P.
DUCTILE IRON PIPE
RED
REDUCER
P&ID-5
CONVEYOR/ COMPACTOR & GRIT CLASSIFIER
E-1
ELECTRICAL LEGEND, ABBREVIATIONS AND NOTES
DI5CH.
DISCHARGE
REF
REFERENCE
P&ID-6
INFLUENT PUMP STATION
E-2
PROPOSED OVERALL ELECTRICAL SITE PLAN
DP
AWLS.
DEEP
DOWELS
RE INF
REINFORCING OR RE INFORCEp
P&ID-7
SPLITTER BOX & SBR BASINS
E-3
ENLARGED PLANT ELECTRICAL SITE PLAN
REa'D
REQUIRED
E.F.
EACH FACE
S.S.
STAINLESS STEEL
P&ID-8
SURGE TANK & CHLORINE CONTACT CHAMBER
E-4
EXISTING & MODIFIED SYSTEM ONE -LINE DIAGRAM
E.J.
EXPANSION JOINT
SCH.
SCHEDULE
P&ID-9
SODIUM HYPOCHLORITE & SODIUM BISULFITE FEED SYSTEMS
E-5
BLOWER BUILDING ELECTRICAL SWBD ONE -LINE DIAGRAM
EA
EACH
SHT
SHEET
P&ID-10
SBR BLOWERS
AND PANEL SCHEDULE
EFF.
EFFLUENT
SIM
SIMILAR
E-6
ELECTRICAL MCCB ONE -LINE DIAGRAM
EL
ELEV
ELEVATION
ELEVATION
502
SFA
SULFUR DIOXIDE
sFACEs
S-1
GENERAL NOTES AND DETAILS
E-7
ELECTRICAL PP1 AND PP2 ONE -LINE DIAGRAM
EQ
EQUAL
SQ.
SQUARE
S-2
DETAILS
E-8
PANEL RTU1 ONE -LINE DIAGRAMS
EQUIP
EQUIPMENT
STD.
STANDARD
S-3
SCREENING AND GRIT REMOVAL FOUNDATION PLAN
E-9
RTU1 AND RTU2 ONE -LINE DIAGRAMS
EXIST.
EXISTING
STL
STEEL
S-4
SCREENING AND GRIT REMOVAL UPPER PLAN
E-10
PP3, RTU3 AND RTU4 ONE -LINE DIAGRAMS
EXF.
EXPANSION
5TN
STAINLESS
S-5
SCREENING AND GRIT REMOVAL SECTIONS AND DETAILS
E-11
ELECTRICAL SCHEMATICS
F.E.S.
FLARED END SECTION
S.W.
SLAB WIDTH
F.R.P.
FI5ERGLA55
S.W.p.
SIDE WALL DEPTH
S-6
SCREENING AND GRIT REMOVAL SECTIONS AND DETAILS
E-12
ELECTRICAL SCHEMATICS
REINFORCED FLASTIC
T/
TOF of
S-7
PARTIAL SBR LOWER/ FOUNDATION PLAN
E-13
SCREENING AND GRIT REMOVAL POWER AND LIGHTING PLAN
FIG
FIGURE
TCJ,CJ
TYP. CONTROL JOINT,
S-8
PARTIAL SBR LOWER/ FOUNDATION PLAN
E-14
SBR BASINS POWER AND LIGHTING PLAN
FIN
FINISHED
CONSTRUCTION JOINT
S-9
PARTIAL SBR UPPER PLAN
E-15
SBR BASINS POWER AND LIGHTING PLAN
FL.
FLANGE
THIRD
THIREAD(S)(ED)
S-10
PARTIAL SBR UPPER PLAN
E-16
INFLUENT PUMP STATION POWER AND LIGHTING PLAN
FLR
FLOOR
TRICK
TRICKLING
FTG
FOOTING
TYF
TYPICAL
S-11
SPLITTER BOX LOWER/ FOUNDATION AND UPPER PLANS
E-17
BLOWER BUILDING ELECTRICAL POWER PLAN
GALV
GALVANIZED
U.O.N.
UNLESS OTHERWISE NOTED
S-12
SPLITTER BOX SECTIONS
E-18
BLOWER BUILDING ELECTRICAL LIGHTING PLAN
HDWE
HARDWARE
VERT
VERTIGAL
S-13
SBR PARTIAL UPPER PLANS AND SECTIONS
E-19
PROPOSED INFLUENT ELECTRICAL BUILDING EQUIPMENT LAYOUT
HK
HOOK
W.W.F.
WELDED WIRE FABRIC
S-14
SBR SECTIONS AND DETAILS
E-20
PROPOSED INFLUENT ELECTRICAL BUILDING AND EXIST. GENERATOR
HOIRIZ.
N.P.
HORIZONTAL
NIGH POINT
W/
WITH
S-15
NEW SURGE TANKS PLAN
E-21
BULK CHEMICAL FEED POWER AND LIGHTING PLAN
W/O
WITHOUT
HYD
HYDRANT
WAS
WASTE ACTIVATED SLUDGE
S-16
BLOWER/ ELECTRICAL BUILDING FOUNDATION PLAN
E-22
CHLORINE CONTACT POWER AND LIGHTING PLAN
I.D.
IN511DE DIAMETER
W/L
WATER LEVEL
S-17
BLOWER/ ELECTRICAL BUILDING ROOF FRAMING PLAN
E-23
VAULT DETAILS
O.D.
OUTSIDE DIAMETER
S-18
CHLORINE CONTACT BASIN FOUNDATION PLAN
E-24
ELECTRICAL DETAILS
S-19
S-20
CHLORINE CONTACT BASIN SECTIONS
CHLORINE CONTACT BASIN SECTIONS
E-25
E-26
ELECTRICAL DETAILS
ELECTRICAL DETAILS
SECTION/DETAIL LEGEND
S-21
BULK CHEMICAL FEED FOUNDATION PLAN AND DETAILS
E-27
ELECTRICAL DETAILS
B-1
BLOWER/ ELECTRICAL BUILDING LAYOUT PLAN
H-1
HVAC GENERAL NOTES, SCHEDULES, AND DETAILS
DETAIL
CALL -OUT
DETAIL IDENTIFICATION
LETTER
AND DETAIL TITLE
(IN SAME
STRUCTURE)
B-2
BLOWER/ ELECTRICAL BUILDING EXTERIOR ELEVATIONS
H-2
BLOWER BUILDING HVAC PLAN
IDENTIFICATION
2 3
B-3
BLOWER/ ELECTRICAL BUILDING EXTERIOR ELEVATIONS
H-3
INFLUENT ELECTRICAL BUILDING HVAC PLAN
SYMBOL
SHEET NUMBER (IN SAME DISCIPLINE)
WHERE DETAIL Is DRAWN.
B-4
BLOWER/ ELECTRICAL BUILDING SECTION AND DETAIL
B-5
WALL SECTIONS AND DETAILS
SHEET NUMBER ON WHICH DETAIL
B-6
DOOR SCHEDULE AND DETAILS
CONDITION OCCURS. (DASH INDICATES
CONDITION OCCURS ON MULTIPLE
sHEET5.)
SECTION CUT SYMBOL SECTION IDENTIFICATION NUMBER
(w/ARROW) OR TITLE
IDENTIFICATION SYMBOL 2 3 SHEET NUMBER (IN SAME STRUCTURE)
(w/o ARROW) WHERE SECTION Is DRAWN,
SHEET NUMBER (IN SAME STRUCTURE)
ON WHICH SECTION Is INITIALLY CUT.
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Scale:
AS SHOWN
Date:
MAR.2024
Drawn:
DC
Checked:
JWM
Job No.:
321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
Sheet No.:
G-2
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 1

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MAX WL EL. /a 15 MGD -
658.51'
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MIN WL EL. 'a 6 MGD
- 656.90'
J In
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MAX WL EL.
MAX WL EL.
WL EL. 'S 15 MGD - (o5(o.98
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15 MGD - 660.11'
15 MGD- (0%0.04'
WL EL. 'a (o MGD- 656.09'
'--�oy°�d°°° °° ° °°°��kQ�'
6 MGD - 658.38'
6 MGD - 651.11'
T/ GROUT EL. 654.24'
rOrOrJ'
T/ WALL EL. 665.O'
T/ WALL EL. 665.0'
T/ WETWELL EL. 665.0'
rprp�j
INV. EL. 651.0'
INV. EL. 651.22'
INV. OUT EL. 65-1.12'
BOTTOM OF
EL. 656.50'
OUTLET EL. 656.0'
BOTTOM OF
1 4IGI4 WL
�z, Nqt
MANHOLE
OUTLET EL.
65�.0'
-/
EL, 653.0'
EL. 653.0'
o �j
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5AR SCREEN EL. 652.0'
rOrJ' 0
AND %G-T.RtT-REM0VA
PUMP OFF
EL. 649.0'
Q
EL. 648.00'
TOM O
645
30" INV. EL. 641BO'
W1WE
LL EL. 645.0'
ro45
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INFLUENT
z 0�
640
PUMP STATION
640
~ w
J W
DZ
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MAX WL
EL. e
MAX WL EL. e
15 MGD
- 684.61'
15 MGD - 683.20'
6 MGD
- 684.24'
6 MGD - 683.02'
15 MGD
W/ ONE TRAIN
15 MGD W/ ONE TRAIN OUT
rolao
OUT OF
SERVICE - 684.81' OF SERVICE - 683.43'
r090
w
WALL
F&/
8�.50'
LL
O
WL 683.00' T/ WALL
r0$J'
T/ WEIR
685.00'
rG$rJ'
684.00'
U_
WL
J
(0$O
600
D
T/ WALL
Q
BOTTOM OUTLET
6-18.00'
615.0'
0
MAX WL EL.
6,15
6-15.00'
6-7 j
..,.....
TRAIN OUTLET WEIR MAX EL.
W/ ONE TRAIN OUT OF SE V I CE
15 MGD
6 MGD - 65-1.00'
/['J/�
I I I QE-E -OUTLET
TRAIN OUT OF SERVICE
"d
WEIR MAX EL. a
15 MGD - 658.-19'
15 MGD - 656.19'
6 MGD- 658.18'
6 MGD - 655.76'
Z
rOrOrJ'
NORMAL MIN WL 665.00' INV. EL. 662.50'
MIN WL EL.
665.00'
ELEV. 665.00'
665
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WEIR EL. 656.69'
WEIR EL. 65-1.86'
0
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ELEV.660.00'
roro0
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D I SCHARGE
CONTROL
(D
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BOTTOM
VALVE
INV. EL. 652.80
Q
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655.15'
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INV. EL. 654.00'
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SURGE TANK
1 OF 2
ELEV. 641.00'
Scale: AS SHOWN
645
645
Date: MAR.2024
CHLORINE
EXIST.
Drawn: DC
CONTACT
OUTFALL
Checked: JWM
Job No.: 321010
640
640
Sheet No.:
HYDRAULIC PROFILE 100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY
G-3
NTS
-
NOT RELEASED
FOR CONSTRUCTION
Of: Version: 1

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321010
Sheet No
100% DESIGN DRAWINGS — FOR REVIEW PURPOSES ONLY
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100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY Sheet No.:
- NOT RELEASED FOR CONSTRUCTION G-8
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G-9
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Job No.:
321010
Sheet No.:
G-11
Of: Version: 1

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Drawn: DC
Checked: JWM
Job No.: 321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY Sheet No.:
EC-2
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 1

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STANC) ARC) 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 15 TEMPORARY CEASED, AND EARTH - D I STURB ING
ACTIVITIES WILL BE RESUMED WITHIN 14 DAYS, TEMPORARY STABILIZATION MEASURES DO NOT HAVE TO BE INITIATED
ON THAT PORTION OF THE SITE.
SEED5E1) i=REi=ARAT ION
1. 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 6" EROSION CONTROL PURPOSES.
DEPTH. 13. TEMPORARY VEGETATION:
3. REMOVE ALL LOOSE ROCK, ROOTS, ANp 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 5O LBS./ACRE
SOIL (SEE BELOW ,).
5.
CONTINUE TILLAGE UNTIL A WELL -PULVERIZED,
g (AUGUST fro - MARCH 1):
3. ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED ONCE EVERY CALENDAR WEEK. IF PERIODIC
FIRM, REASONABLY UNIFORM SEEDBED IS
INSPECTION OR OTHER INFORMATION INDICATES THAT A BMP HAS BEEN INAPPROPRIATELY OR INCORRECTLY INSTALLED,
PREPARED 4 TO 6 INCHES DEEP.
RYE GRAIN 55 LBS./ACRE
THE PERMITTEE MUST ADDRESS THE NECESSARY REPLACEMENT OR MODIFICATION REQUIRED TO CORRECT THE BMP WITHIN
48 HOURS OF IDENTIFICATION.
�.
COVER SEED LIGHTLY WITH SEEDING
14. OAT GRAIN IS TO BE ADDED IF SEEDING DATE IS
BETWEEN MARCH 1 AND APRIL 16, AT THE RATE OF
EQUIPMENT OR CULTIPACK AFTER
10 POUNDS PER ACRE.SEEDING.
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
MULCH IMMEDIATELY AFTER SEEDING.
15. OTHER PLANTINGS OR SEEDING AS CONTAINED IN THE
IMMEDIATELY AFTER THE UTILITY INSTALLATION. FILL, COVER, AND TEMPORARY SEEDING AT THE END OF EACH DAY ARE
CRITICAL AREA STABILIZATION SECTION OF SCS
RECOMMENDED, IF WATER IS ENCOUNTERED WHILE TRENCHING, THE WATER SHOULD BE FILTERED TO REMOVE SEDIMENT
8,
INSPECT ALL SEEDING AREAS AND MAKE
HANDBOOK "EROSION AND SEDIMENT CONTROL IN
BEFORE BEING PUMPED BACK INTO ANY WATERS OF THE STATE.
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
5. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE
SHOULD BE OVER 6O% DAMAGED, REESTABLISH
CONTAINED IN SAID HANDBOOK.
COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL
FOLLOWING ORIGINAL LIME, FERTILIZER, AND
CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/ OR OFFSITE
SEEDING RATES.
Iro. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE AND
SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
SITE IS STABILIZE.
D
g.
FERTILIZER SHALL BE APPLIED AT THE RATE OF
1000 POUNDS PER ACRE.
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 5CR100000.
8. 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 (Wa5), 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 Wc5. A 10-FOOT BUFFER SHOULD BE MAINTAINED BETWEEN THE LAST ROW OF SILT
FENCE AND ALL WoS.
10. LITTER, CONSTRUCTION DEBRIS, OILS, FUELS, ANp 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:1V OR GREATER) WHERE LAND -DISTURBING
ACTIVITIES HAVE PERMANENTLY OR TEMPORARILY CEASED, ANp WILL NOT RESUME FORA PERIOD OF -1 CALENDAR DAYS.
12. MINIMIZE SOIL COMPACTION AND, UNLESS INFEASIBLE, PRESERVE TOPSOIL.
13. MINIMIZE THE DISGHARGE 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 -CONSTRUCTION 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 STAB 1 L I ZAT I ON.
20. ESTABLISH PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 9O CALENDAR DAYS
(WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
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)
SERICEA 50 LBS./ACRE
LESPEDEZA
(SCARIFIED)
B. WINTER (AUGUST 15 - FEBRUARY 20).
COMMON BERMUDA 40 LBS./ACRE
(UNHULLED)
SERICEA LESPEDEZA 80 LBS./ACRE
(UNHULLED, UNSCARIFIED)
SEQUENCE OF CONSTri;mCTION
I. RECEIVE NPDES COVERAGE.
2. INFORM LOCAL OFFICE BEFORE LAND DISTURBANCE.
3. ESTABLISH BUFFER ZONE WHEN APPROPRIATE.
4. INSTALL THE TEMPORARY CONSTRUCTION ENTRANCE.
5. CLEARING AND GRUBBING THOSE AREAS NECESSARY FOR
INSTALLATION OF PERIMETER CONTROLS.
ro. INSTALLATION OF BMP'S AND CONSTRUCTION OF PERIMETER
CONTROLS.
7. REMAINING CLEARING AND GRUBBING.
8. CONSTRUCTION OF PROJECT,
9, FINAL GRADING, LANDSCAPING, OR STABILIZATION.
10, REMOVAL OF SEDIMENT CONTROL.
11. APPLY FOR THE NOTICE OF TERMINATION ONCE THE SITE HAS
REACHED FINAL STABILIZATION. FINAL STABILIZATION IS REACHED ONCE
70 PERCENT COVERAGE OF "NATURAL" VEGETATIVE COVER IS
ACHIEVED.
MAINTENANCE
INTENANCE
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:
I. 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,
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY
- NOT RELEASED FOR CONSTRUCTION
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AS SHOWN
Date:
MAR.2024
Drawn:
DC
Checked:
JWM
Job No.:
321010
EC-3
Of: Version:

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1.25 LB./ LINEAR
FT. STEEL POSTS
FILTER FABRIC
BACKF I LL TRENCH W/
COMPACTED EARTH
SILT FENCE DETAIL_
NTS
HEAVY DUTY
PLASTIC TIES
FILTER FABRIC
COMPACTED EARTH
RUNOFF _
III III III ;I III
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FILTER III 1= III 1 li
FABRIC 1-I I -I I II
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III -III; .FLAT 50TTOI" I
TRENCH DETAIL
SILT FENCE - POST REQUIREMENTS
I. SILT FENCE POSTS MUST BE 48 INCH LONG
STEEL POSTS THAT MEET, AT A MINIMUM, THE
FOLLOWING PHYSICAL CHARACTERISTICS.
-COMPOSED OF A HIGH STRENGTH
STEEL WITH A MINIMUM YIELD STRENGTH OF
50,000 PSI.
-INCLUDE A STANDARD "T" SECTION
WITH A NOMINAL FACE WIDTH OF 1.30 INCHES
AND A NOMINAL "T" LENGTH OF 1.40 INCHES.
-WEIGH 1.2E POUNDS PER FOOT (+ 89.)
2. POSTS SHALL BE EQUIPPED WITH
PROJECTIONS TO AID IN FASTENING OF
FILTER FABRIC.
3. STEEL POSTS MAY NEED TO HAVE A
METAL SOIL STABILIZATION PLATE WELDED
NEAR THE BOTTOM WHEN INSTALLED ALONG
STEEP SLOPES OR INSTALLED IN LOOSE
SOILS. THE PLATE SHOULD HAVE A MINIMUM
CROSS SECTION OF 1-1 SQUARE INCHES AND
BE COMPOSED OF 15 GAUGE STEEL, AT A
MINIMUM. THE METAL SOIL STABILIZATION
PLAT SHOULD BE COMPLETELY BURIED.
4. INSTALL POSTS TO A MINIMUM OF 24
INCHES, A MINIMUM HEIGHT OF 1 TO 2 INCHES
ABOVE THE FABRIC SHALL BE MAINTAINED,
AND A MAXIMUM HEIGHT OF 3 FEET SHALL
BE MAINTAINED ABOVE THE GROUND.
5. POST SPACING SHALL BE AT A MAXIMUM
OF (o FEET ON CENTER.
HEAVY DUTY PLASTIC TIE
FOR STEEL POSTS
(RESTRICT TO TOP
5- INCHES OF FABRIC)
BURY FABRIC
USE EITHER
FLAT -BOTTOM OR
V-BOTTOM TRENCH
SEE DETAILS
FILTER FABRIC
COMPACTED
EARTH
I
BURY FILTER
FABRIC AT
LEAST 12"
RUNOFF _
V-SHAPED
SILT FENCE - GENERAL NOTES:
1. DO NOT PLACE SILT FENCE ACROSS CHANNELS OR IN OTHER AREAS
SUBJECT TO CONCENTRATED FLOWS. SILT FENCE SHOULD NOT BE USED
AS A VELOCITY CONTROL BMP. CONCENTRATED FLOWS ARE ANY FLOWS
GREATER THAT 0.E CPS.
2. MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE SILT FENCE
SHALL BE 100 FEET,
3. MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO THE
FENCE LINE) SHALL BE 2:1.
4, SILT FENCE JOINTS, WHEN NECESSARY, SHALL BE COMPLETED BY ONE
THE FOLLOWING OPTIONS:
-WRAP EACH FABRIC TOGETHER AT A SUPPORT POST WITH BOTH
ENDS FASTENED TO THE POST, WITH A 1 FOOT MINIMUM OVERLAP±
-OVERLAP SILT FENCE BY INSTALLING 3 FEET PASSED THE
SUPPORT POST TO WHICH THE NEW SILT FENCE ROLL IS ATTACHED.
ATTACH OLD ROLL TO NEW ROLL WITH HEAVY-DUTY PLASTIC TIES± OR,
-OVERLAP ENTIRE WIDTH OF EACH SILT FENCE ROLL FROM ONE
SUPPORT POST TO THE NEXT SUPPORT POST.
5. ATTACH FILTER FABRIC TO THE STEEL POSTS USING HEAVY-DUTY
PLASTIC TIES THAT ARE EVENLY SPACED WITHIN THE TOP 8 INCHES OF
THE FABRIC.
ro. INSTALL THE SILT FENCE PERPENDICULAR TO THE DIRECTION OF THE
STORM WATER FLOW AND PLACE THE SILT FENCE THE PROPER DISTANCE
FROM THE TOE OF STEEP SLOPES TO PROVIDE SEDIMENT STORAGE AND
ACCESS FOR MAINTENANCE AND CLEANOUT.
1. INSTALL SILT FENCE CHECKS (TIE -BACKS) EVERY 50-100 FEET,
HEAVY DUTY DEPENDANT ON SLOPE, ALONG SILT FENCE THAT IS INSTALLED WITH
PLASTIC TIES SLOPE AND WHERE CONCENTRATED FLOWS ARE EXPECTED OR ARE
DOCUMENTED ALONG THE PROPOSED/INSTALLED SILT FENCE.
N
TRENCH DETAIL
SILT FENCE - FABRIC REQUIREMENTS
1. SILT FENCE MUST BE COMPOSED OF WOVEN
GEOTEXTILE FILTER FABRIC THAT CONSISTS OF
THE FOLLOWING REQUIREMENTS:
-COMPOSED OF FIBERS CONSISTING OF LONG
CHAIN SYNTHETIC POLYMERS OF AT LEAST 05%
BY WEIGHT OF POLYOLEFIN&, POLYESTERS, OR
POLYAMIDES THAT ARE FORMED INTO A NETWORK
SUCH THAT THE FILAMENTS OR YARNS RETAIN
DIMENSIONAL STABILITY RELATIVE TO EACH
OTHER±
-FREE OF ANY TREATMENT OR COATING
WHICH MIGHT ADVERSELY ALTER ITS PHYSICAL
PROPERTIES AFTER INSTALLATION±
-FREE OF ANY DEFECTS OR FLAWS THAT
SIGNIFICANTLY AFFECT ITS PHYSICAL AND/OR
FILTERING PROPERTIES± AND,
-HAVE A MINIMUM WIDTH OF 36 INCHES.
2. USE ONLY FABRIC APPEARING ON SC DOT'S
QUALIFIED PRODUCTS LISTING (QPL), APPROVAL
SHEET #34, MEETING THE REQUIREMENTS OF THE
MOST CURRENT EDITION OF THE SC DOT
STANDARD SPECIFICATIONS FOR HIGHWAY
CONSTRUCTION.
3.12 INCHES OF THE FABRIC SHOULD BE PLACED
WITHIN EXCAVATED TRENCH AND TOED IN WHEN
THE TRENCH IS BACKFILLED.
4. FILTER FABRIC SHALL BE PURCHASED IN
CONTINUOUS ROLLS AND CUT TO THE LENGTH OF
THE BARRIER TO AVOID JOINTS.
5. FILTER FABRIC SHALL BE INSTALLED AT A
MINIMUM OF 24 INCHES ABOVE THE GROUND.
SILT FENCE - INSPECTION 4 MAINTENANCE
1. THE KEY TO FUNCTIONAL SILT FENCE IS WEEKLY INSPECTIONS, ROUTINE
MAINTENANCE, AND REGULAR SEDIMENT REMOVAL.
2. REGULAR INSPECTIONS OF SILT FENCE SHALL BE CONDUCTED ONCE
EVERY CALENDAR WEEK AND, AS RECOMMENDED, WITHIN 24 HOURS AFTER
EACH RAINFALL EVENT THAT PRODUCES 1/2 INCH OR MORE OF
PRE C I P I TAT I ON.
3. ATTENTION TO SEDIMENT ACCUMULATIONS ALONG THE SILT FENCE IS
EXTREMELY IMPORTANT. ACCUMULATED SEDIMENT SHOULD BE
CONTINUALLY MONITORED AND REMOVED WHEN NECESSARY.
4. REMOVE ACCUMULATED SEDIMENT WHEN IT REACHES 1/3 THE HEIGHT OF
THE SILT FENCE.
5. REMOVED SEDIMENT SHALL BE PLACED IN STOCKPILE STORAGE AREAS
OR SPREAD THINLY ACROSS DISTURBED AREA. STABILIZE THE REMOVED
SEDIMENT AFTER IT IS RELOCATED.
6. CHECK FOR AREAS WHERE STORM WATER RUNOFF HAS ERODED A
CHANNEL BENEATH THE SILT FENCE, OR WHERE THE FENCE HAS SAGGED
OR COLLAPSED DUE TO RUNOFF OVERTOPPING THE SILT FENCE. INSTALL
CHECKS/TIE-BAKC& AND/OR REINSTALL SILT FENCE, AS NECESSARY.
-1. CHECK FOR TEARS WITHIN THE SILT FENCE, AREAS WHERE SILT FENCE
HAS BEGUN TO DECOMPOSE, AND FOR ANY OTHER CIRCUMSTANCE THAT
MY RENDER THE SILT FENCE INEFFECTIVE. REMOVE DAMAGED SILT FENCE
AND REINSTALL NEW SILT FENCE IMMEDIATELY.
8. SILT FENCE &HOLD BE REMOVED WITHIN 30 DAYS AFTER FINAL
STABILIZATION IS ACHIEVED AND ONCE IT IS REMOVED, THE RESULTING
DISTURBED AREA SHALL BE PERMANENTLY STABILIZED.
Date: Page:
4' MIN. SILT FENCE
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FRONT VIEW
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
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CLOTH IN TRENCH
STEEL FENCE POST
SET MAX 2' APART
MIN. 18" INTO SOLID
GROUND
3' FILTER FABRIC
ON GROUND NOTES:
1. Hardware cloth and gravel should overlay the silt fence at least 12 inches.
2. Stone outlets should be placed on low elevation areas of silt fence and
based on field conditions.
MAINTENANCE:
1. Per NCG-01, inspect outlet at lest once a week and after each 1 inch
or greater rainfall event. Complete any required repairs immediately.
BURY WIRE FENCE
AND HARDWARE CLOTH
BURY 6" OF UPPER EDGE OF Freshen stone when sediment accumulation exceeds 6 inches. Kee
FILTER FABRIC IN TRENCH p
mesh free of debris to provide adequate flow.
SECTION VIEW
2. Remove sediment when half of stone outlet is covered.
3. Replace stone as needed to facilitate de -watering.
NORTHEnvironmental Q arty
SILT FENCE OUTLET
12/2020
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY
- NOT RELEASED FOR CONSTRUCTION
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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
activity being considered compliant with the Ground Stabilization and Materials Handling
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
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
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 tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
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. Apply flocculants at the concentrations specified in the NC DWR List of Approved
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.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
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.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
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 or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint 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.
5. 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
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
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 tmeframes 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.
❑NSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
SANDBAGS (TYP.)
OR STAPLES
10 MIL
SILT FENCE 1-1 PLASTIC SANDBAGS (TYP.)
SIDE SLOP LINING,�OR STAPLES
(TYP.
CD
=x
CLEARLY MARKED SIGNAGE SECTION A -A
CONCRETE NOTING DEVICE (18'X24' MIN.)
WASHOUT NOTF1. AC UAL LOCATION DETERMINED IN FIELD
2. THE CONCRETE WASHOUT STRUCTURES SHALL
BE MAINTAINED WHEN THE LIQUID AND/OR
SOLID REACHES 757 OF THE STRUCTURES
CAPACITY.
PLAN 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE
CLEARY MARKED WITH SIGNAGE NOTING DEVICE.
BELOW GRADE WASHOUT STRUCTURE
NOT TO SCALE
SANDBAGS (TYP.)
OR STAPLES
10 MIL HIGH
COHESIVE &
PLASTIC LOW FILTRATION
UNI90JE SLOP SOIL BERM
i(TYP)
AGS (TYP) NOTESi
OR STAPLES 1. ACTUAL LOCATION DETERMINED IN
FIELD
CLEARLY MARKED SIGNAGE
CONCRETE NOTING DEVICE (18'X24' MIN.) 2. THE CONCRETE WASHOUT
WASHOUT STRUCTURES SHALL BE MAINTAINED
WHEN THE LIQUID AND/OR SOLID
REACHES 757. OF THE STRUCTURES
CAPACITY TO PROVIDE ADEQUATE
HOLDING CAPACITY WITH A MINIMUM
PLAN 12 INCHES OF FREEBOARD.
3.CONCRETE WASHOUT STRUCTURE
NEEDS TO BE CLEARY MARKED WITH
SIGNAGE NOTING DEVICE.
ABOVE GRADE WASHOUT STRUCTURE
NOT TO SCALE
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 item 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.
5. 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 of the 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 apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
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.
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.
NCGO I GROUND STABILIZATION AND MATERIALS HANDLING
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Job No.:
321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
Sheet No.:
EC-5
- NOT RELEASED FOR CONSTRUCTION
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PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a 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
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time of the inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event > 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event > 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event > 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit.
(6) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be kept on site and available for
inspection at all times during normal business hours.
Item to Document
Documentation Requirements
(a) Each E&SC measure has been installed
Initial and date each E&SC measure on a copy
and does not significantly deviate from the
of the approved E&SC plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC plan.
E&SC measure shown on the approved E&SC
plan. This documentation is required upon the
initial installation of the E&SC measures or if
the E&SC measures are modified after initial
installation.
(b) A phase of grading has been completed.
Initial and date a copy of the approved E&SC
plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
plan or complete, date and sign an inspection
plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC measures.
plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation to be Kept on Site
In addition to the E&SC plan documents above, the following items shall be kept on the
site and available for inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make
this requirement not practical:
(a) This General Permit as well as the Certificate of Coverage, after it is received.
(b) Records of inspections made during the previous twelve months. The permittee shall
record the required observations on the Inspection Record Form provided by the
Division or a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
3. Documentation to be Retained for Three Years
All data used to complete the e-NOI and all inspection records shall be maintained for a period
of three years after project completion and made available upon request. [40 CFR 122.41]
PART II, SECTION G, ITEM (4)
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down
for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).
Non -surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non -surface withdrawal and the specific time periods or conditions in which it will occur. The non -surface withdrawal
shall not commence until the E&SC plan authority has approved these items,
(b) The non -surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls include
properly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,
(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,
(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and
(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that Must be Reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(c) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(d) Anticipated bypasses and unanticipated bypasses.
(e) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Department's Environmental Emergency Center personnel at (800)
858-0368.
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
•
Within 24 hours, an oral or electronic notification.
deposition in a
is
Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
•
If the stream is named on the NC 303(d) 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 compliance
with the federal or state impaired -waters conditions.
(b) oil spills and
•
Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
•
A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
•
Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
of
Within 7 calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
is
Within 24 hours, an oral or electronic notification.
with the conditions
•
Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(I)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
•
Division staff may waive the requirement for a written report on a
case -by -case basis.
NCGO I SELF -INSPECTION, RECORDKEEPING AND REPORTING
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Drawn:
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Checked:
JWM
Job No.:
321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
Sheet No.:
EC-6
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 1

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GENERAL ABBREVIATIONS
PIPING AND TUBING
MATERIAL ABREVIATIONS
ADD'L
ADDITIONAL
NC
NORMALLY CLOSED
ABS
ACRYLONTRILE BUTADIENE
STYRENE TRUSS PIPE
A TO C
AIR TO CLOSE
ND
NOMINAL DIAMETER
ALM
ALUMINUM PIPE OR TUBING
A TO 0
AIR TO OPEN
NO
NORMALLY OPEN
ARP
ALUMINUM REINFORCED PLASTIC PIPE
AVG
AVERAGE
OPR CAP
OPERATING CAPACITY
BL
BLACK IRON PIPE
BC
BOLT CIRCLE
OD
OUTSIDE DIAMETER
BPT
BRAIDED PLASTIC TUBING -PVC
B/EL
BOTTOM ELEVATION
OAL
OVERALL LENGTH
CS
CARBON STEEL PIPE
CAL
CALIBRATION
ORP
OXIDATION REDUCTION POTENTIAL
MI
CARBON STEEL PIPE W/MALLEABLE IRON FITTINGS
CAP
CAPACITY
PA
PLANT AIR
CI
CAST IRON PIPE
CIP
CLEAN IN PLACE
PW
PLANT WATER
CISP
CAST IRON SOIL PIPE
CL
CENTER LINE
POS
POSITION
CMH
CHEMICAL HOSE
CW
CITY WATER (POTABLE)
PSIG
POUNDS PER SQUARE INCH - GAUGE
CPVC
CHLORINATED POLYVINYL CHLORIDE PIPE
CONT'D
CONTINUED
PCP
PROCESS CONTROL PANEL
CMCP
CORRUGATED METAL CULVERT PIPE
CFM
CUBIC FEET PER MINUTE
RED
REDUCER
CMP
CORRUGATED METAL PIPE
REQ
DEVICE REQUIRED TO RUN
RPM
REVOLUTIONS PER MINUTE
COP
COPPER PIPE
DIA
DIAMETER
SP
SAMPLE PUMP
DI
DUCTILE CAST IRON PIPE
DWG
DRAWING
SCH
SCHEDULE
ERP
EPDXY RESIN PIPE
EL
ELEVATION
SW
SEAL WATER
FRP
FIBERGLASS REINFORCED PLASTIC PIPE
FC
FAIL CLOSED
SWD
SIDE WATER DEPTH
HOSE
FLEXIBLE HOSE
FO
FAIL OPEN
SWT
SIEMENS WATER TECHNOLOGIES
GS
GALVANIZED STEEL PIPE
FT
FEET OF WATER
SPT
SETPOINT
HSI
HIGH SILICON IRON PIPE
FRL
FILTER/REGULATOR/LUBRICATOR
SG
SPECIFIC GRAVITY
NLS
NEOPRENE LINED STEEL PIPE
GAL
GALLONS
SSH
STRAIGHT SIDE HEIGHT
NEO
NEOPRENE HOSE
GPD
GALLONS PER DAY
CNTRL
SPEED CONTROL
NI
NICKEL ALLOY PIPE
GPH
GALLONS PER HOUR
STD
STANDARD
KLS
PVDF LINED STEEL PIPE (KYNAR LINED TYPICAL)
GPM
GALLONS PER MINUTE
SCFM
STANDARD CUBIC FEET PER MINUTE
KYN
PVDF (KYNAR)
HB
HOSE BIB
TP
TERMINATION POINT
PEP
POLYETHYLENE PIPE
HG
INCHES OF MERCURY
T/T
TIP -TO -TIP
PETB
POLYETHYLENE TUBING
HOA
HAND/OFF/AUTO
TBA
TO BE ASCERTAINED
PLS
POLYPROPYLENE LINED STEEL PIPE
HI
HIGH
TDH
TOTAL DYNAMIC HEAD(FT OF FLUID)
PP TUBE
POLYPROPYLENE TUBE
HA
HIGH ALARM
T/EL
TOP ELEVATION
POP
POLYPROPYLENE PIPE
HP
HORSEPOWER
TURB
TURBIDITY
PVC
POLYVINYL CHLORIDE PIPE
ID
INSIDE DIAMETER
TYP
TYPICAL
PVC HOSE
POLYVINYL CHLORIDE HOSE
IA
INSTRUMENT AIR
VAC
VACUUM
PVDF
POLYVINYLIDENE FLUORIDE PIPE
IAS
INSTRUMENT AIR SUPPLY
VSD
VARIABLE SPEED DRIVE
RCP
REINFORCED CONCRETE PIPE
INV
INVERT
WC
WATER COLUMN
RCCP
REINFORCED CONCRETE CULVERT PIPE
LO
LOW
WD
WATER DEPTH
RBR
RUBBER
LA
LOW ALARM
WL
WATER LEVEL
SLH
SARAN TUBING
MH
MANHOLE
W/
WITH
SLS
SARAN LINED STEEL PIPE
MW
MANWAY
W/o
WITHOUT
SAR
SLUDGE HOSE
MAT
MATERIAL
WV
WORKING VOLUME (DOES NOT
INCLUDE FREEBOARD OR HEEL)
SS
STAINLESS STEEL PIPE OR TUBING
MGD
MILLION GALLONS PER DAY
TEF
TEFLON
MCC
MOTOR CONTROL CENTER
TLS
TEFLON LINED STEEL PIPE
TI
TITANIUM ALLOY PIPE
TYB
TYGON TUBING -BRAIDED
TYG
TYGON TUBING-UNBRAIDED
UNIT ABBREVIATIONS
(METRIC)
BAR(d)
BAR - DIFFERENTIAL
BAR(g)
BAR - GUAGE
cm
CENTIMETERS
DEG C
DEGRESS CELCIUS
kPa
KILOPASCALS
kW
KILOWATTS
L
LITERS
LPD
LITERS PER DAY
LPH
LITERS PER HOUR
LPM
LITERS PER MINUTE
LPS
LITERS PER SECOND
m
METERS
m2
SQUARE METERS
m3
CUBIC METERS
m3/h
CUBIC METERS PER
HOUR
m3/d
CUBIC METERS PER
DAY
m3/m
CUBIC METERS PER
MINUTE
m3/m
CUBIC METERS PER
MINUTE
um
MICROMETERS
mm
MILLILETERS
UNIT ABBREVIATIONS
(OTHER
pH
ACIDITY
AMP
AMPERES
A
ANALOG
Hz
HERTZ
mA
MILLIAMPS
Na
MICROAMPS
NS/cm
MICRO -SIEMENS PER CENTIMETER
mS
MILLISIEMENS
mA
MILLIAMPS
ppb
PARTS PER BILLION
ppm
PARTS PER MILLION
Ph
PHASE
V
VOLTS
VAC
VOLTS - ALTERNATING CURRENT
VDC
VOLTS - DIRECT CURRENT
W
WATTS
INSTRUMENT SYMBOLS
PRIMARY
LOCATION
AUXILIARY
LOCATION
***NORMALLY
ACCESSIBLE TO
FIELD
MOUNTED
***NORMALLY
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OPERATOR
OPERATOR
DISCRETE
INSTRUMENTS
1
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e
2
0
3
SHARED DISPLAY,
SHARED CONTROL
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5
6
COMPUTER
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8
O
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PROGRAMMABLE
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10
11
0
12
* SYMBOL SIZE MAY VARY ACCORDING TO THE USER'S NEEDS AND THE TYPE
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** ABBREVIATIONS OF THE USER'S CHOICE SUCH AS IP1 (INSTRUMENT PANEL #1),
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VALVE & ACCESSORY TAG NUMBERS
ISA INSTRUMENT IDENTIFICATION TABLE
FIRST LETTER
SUCCEEDING LETTERS
PROCESS VARIABLE
MODIFIER (IF NEEDED)
READOUT OR
COMPUTER FUNCTION
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ANALYSIS
ALARM
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BURNER, COMBUSTION
USER'S CHOICE
USER'S CHOICE
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USER'S CHOICE
CONTROL
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USER'S CHOICE
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VOLTAGE
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FLOW RATE
RATIO (FRACTION)
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USER'S CHOICE
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HAND
HIGH
I
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J
POWER
SCAN
K
TIME, TIME SCHEDULE
TIME RATE OF CHANGE
CONTROL STATION
L
LEVEL
LIGHT
LOW
M
USER'S CHOICE
MOMENTARY
MIDDLE, INTERMEDIATE
N
USER'S CHOICE
USER'S CHOICE
USER'S CHOICE
0
USER'S CHOICE
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P
PRESSURE, VACUUM
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QUANTITY
INTEGRATE, TOTALIZE
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RADIATION
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SPEED, FREQUENCY
SAFETY
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U
MULTIVARIABLE
MULTIFUNCTION
MULTIFUNCTION
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VIBRATION, MECH. ANALYSIS
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W
WEIGHT, FORCE
WELL
X
UNCLASSIFIED
X-AXIS
UNCLASSIFIED
UNCLASSIFIED
Y
EVENT, STATE OR PRESENCE
Y-AXIS
RELAY, COMPUTE, CONVERT
Z
POSITION, DIMENSION
Z-AXIS
DRIVER, ACTUATOR, UNCLASSIFIED FINAL CONTROL ELEMENT
LEGEND BASED ON ISA STANDARD S 5.1
TYPICAL INSTRUMENT TAG NUMBERS
SEE ISA S5.1 TABLE ABOVE FOR MORE DETAILED INFORMATION
EXAMPLES
PIT-1003
LOOP NUMBER
FUNCTIONAL IDENTIFICATION
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`r NO1. S DENOTES LAP SPLICE LENGTH. GENERAL ISO I E� ���P``11 1��f'I,/'Np
2. VERTICAL REINFORCING NOT SHOWN FOR CLARITY.°°•PL••••• ••.�i'��
�„1 • CORNER BARS MAY BE USED IN LIEU OF HOOKS. A. FOUNDATIONS. G. UNIT MASONRY p.•O�J �
1. MAXIMUM ALLOWABLE NET BEARING PRESSURE =2000 PSF BUILDING FOUNDATIONS, 2000 PSF TANK FOUNDATIONS, BASED ON 1. ASSUMED COMPRESSIVE STRENGTH OF LOAD -BEARING CONCRETE MASONRY F'm = 1,500 PSI
RECOMMENDATIONS FROM REPORT BY CAROLINAS GEOTECHNICAL GROUP, CG2 PROJECT NO. 240023110, DATED APRIL 14, 2023. 2. MASONRY GROUT FILL FOR REINFORCED MASONRY CELLS, LINTELS, BOND BEAMS AND AS SHOWN ON THE DRAWINGS
1 I�Z " I II � � O �Q): Q
2. EXCAVATIONS AND FORMS SHALL BE REVIEWED BY THE ENGINEER PRIOR TO PLACING CONCRETE. SHALL CONFORM TO ASTM C416. MAXIMUM HEIGHT TO WHICH MASONRY SHALL BE LAID BEFORE FILLING IS 5 -0 . °vO .
(TYP) \� ~ 211
(TYP) p . STD HK STD HK 3. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER 3. ALL LAP SPLICES FOR REINFORCING BARS IN MASONRY WALL SHALL BE 48X BAR DIAMETER, LION.�d�•.°;�'d••,.•••\�;�`�
(TYP) (TYP) 4 EXCAVATED ATINGS LL BE REAS WITH COMPACTED NOWERED WHEN C5�OR 61 STONE OR COD BY THE ENGINEER NCRETE.
NCH FIRM, UNDISTURBED SOIL. REPLACE OVER H. PROVIDE WATERST�ONTINUOUS PVC WATERSTOPS WHERE SHOWN ON DRAWINGS. AT EXTERIOR WALL CONSTRUCTION JOINTS AND WHERE <r���N''
WALLS JOISTS AND STRUCTURAL SLABS "L" INTERSECTION "t" INTERSECTION 5. PLACE CONCRETE FOR WALL FOOTINGS MONOLITHICALLY WITH COLUMN FOOTINGS. CONSTRUCTION JOINTS IN WALL FOOTINGS DIFFERENTIAL HEIGHTS OF FLUIDS EXIST ON EITHER SIDE OF WALL.
SHALL BE MADE ONLY MIDWAY BETWEEN COLUMN FOOTINGS AND AT LEAST TWO FEET FROM THE INTERSECTION WITH ANOTHER 2. WATERSTOPS SHALL BE MANUFACTURED OF VIRGIN MATERIAL COMPOSED OF AN ELASTOMERIC POLYVINYL CHLORIDE
N WALL FOOTING. COMPOUND MEETING THE REQUIREMENTS OF CORPS OF ENGINEERS CRD-0512. SUBMIT MANUFACTURER'S LITERATURE
TYP TYP 6. ALL FILL OR BACKFILL INSIDE BUILDING SHALL BE SELECT MATERIAL FREE FROM ROOTS, TRASH, WOOD SCRAPS, AND OTHER SHOWING COMPLIANCE WITH THE ABOVE SPECIFICATION AND SNOWING WATERSTOP SHAPES FOR USE.
`^ EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 95% DENSITY, 3. WATERSTOPS AT CONSTRUCTION JOINTS SHALL BE 6 INCH MINIMUM LENGTH "RIBBED" TYPE, WITH CENTER BULB, UNLESS OTHERWIS
2° �100% FINAL TWO FEET, AT OPTIMUM MOISTURE CONTENT AS MEASURED BY ASTM DI551. INDICATED ON DRAWINGS. WATERSTOPS AT EXPANSION JOINTS SHALL BE 9 INCH MINIMUM LENGTH "RIBBED" TYPE WITH
(TYP) %i %��" I t B. CONCRETE. 3/6 INCH MINIMUM INSIDE DIAMETER CENTER BULB, UNLESS OTHERWISE INDICATED ON DRAWINGS.
1. CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: 4. ALL SPLICING OF WATERSTOPS SHALL BE SHOP FABRICATED EXCEPT THAT BUTT SPLICES MAY BE FIELD FABRICATED.
PILE CONTAINMENT STRUCTURES, WALLS, COLUMNS, BEAMS AND SLABS 4,500 PSI 5. HYDROPHILIC WATERSTOPS SHALL BE A NON-BENTONITE, COEXTRUDED, STRIP APPLIED HYDROPHILIC RUBBER
COLUMNS AND BEAMS ALL OTHER CONCRETE................................................................................................................................................. 3,000 PSI CONSISTING OF CHLOROPRENE RUBBER AND CHLOROPRENE RUBBER MODIFIED TO IMPART HYDROPHILIC PROPERTIES.
BASE SLABS, FTGS 4 GRADE BMS SKEWED "L" SKEWED 17
11 2. CONCRETE WORK SHALL CONFORM TO ACI 318-14 AND ACI 301-10. 6. HYDROPHILIC WATERSTOP SHALL HAVE AN EXPANSION DELAY COATING TO INHIBIT INITIAL EXPANSION DUE TO MOISTURE
3. CONCRETE SHALL BE CURED A MINIMUM OF 1 DAYS BY ONE OR MORE METHODS SPECIFIED IN ACI 301. PRESENT IN FRESH CONCRETE.
4. CHAMFER EXPOSED EDGES OF CONCRETE (AND ALL CORNERS OF ALL COLUMNS) 3/4 INCH, UNLESS OTHERWISE NOTED. 1. HYDROPHILIC WATERSTOP VOLUMETRIC EXPANSION RATIO MUST BE A MINIMUM OF 3:1.
�4 TYP RE INF 5AR CLEARANCES $ TYP LUALL INTERSECTION REINF 5. PLACE 1/2 INCH EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL SURFACES, UNLESS OTHERWISE NOTED. J. DESIGN LOADS
(UNLESS OTHERWISE NOTED) NO SCALE , , NO SCALE 6. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AND WALLS AT LOCATIONS SHOWN ON DRAWINGS. STRUCTURAL MEMBERS SHALL BE DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING LIVE LOADS.
1. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. I. IMPORTANCE FACTORS: WIND (Iw) - 12
8. SEE ARCHITECTURAL DRAWINGS FOR WATERPROOFING AND DAMPPROOFING. SNOW (Is) - 1.10
C. REINFORCING STEEL. SEISMIC (le) 125 o o U
"Y" e 1211 O.G. PIPE (SIZE VARIES) I. BARS SHALL BE ROLLED FROM NEW BILLET -STEEL CONFORMING TO ASTM A615, GRADE 60. 2. LIVE LOADS: FLOORS/PLATFORMS/GRATING 300 PSF N o
d d AROUND PERIMETER 2. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A1064. LATERAL SOIL PRESSURE 45 PCF RETAINING WALLS r1 Z
ROUGHEN NOTE: "4 TIES ° 24" 3. REINFORCING STEEL IN PLACE SHALL BE REVIEWED BY THE ENGINEER PRIOR t0 PLACING CONCRETE. 60 PCF TANK WALLS M
SURFACE _ AS SHOWN _ x
ENCASE PIPES UNDER D. GROUT. FLUID PRESSURE - 63 PCF
d/3 WATERSTOP EQ ALL STRUCTURES 5 -0 t 1. NON -SHRINK GROUT SHALL CONFORM TO CORP OF ENGINEERS SPECIFICATION CRD-C621 AND ASTM CI101. 3. SNOW LOAD: Pg = 10 PSF GROUND SNOW LOAD O
BEYOND OUTSIDE OF 2. GROUT SHALL BE NON -STAINING AND NON -SHRINKING. Ce = 1.0 , Ct = LI Z Z -�
d/6 d/6 BUILDING. E. STRUCTURAL STEEL. O U
(3" MAX) 1. W SHAPE STRUCTURAL STEEL SECTIONS SHALL CONFORM TO ASTM A992, GRADE 50. 4. WIND LOAD: ULTIMATE WIND SPEED 120 (ASCE 1-10), EXPOSURE CATEGORY C U a Z
PIPE DIA "X" "Y" 2. OTHER STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 5. SEISMIC DESIGN CATEGORY C
d/44 LESS THAN 3. STRUCTURAL STEEL HSS SHAPES SHALL CONFORM TO ASTM A500, GRADE B, Fy = 461<61. PROVIDE THE FOLLOWING SEISMIC DESIGN PARAMETERS:
2" MIN 1211 6" 04 3" CLR 4. STEEL WORK SHALL CONFORM TO "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS," EFFECTIVE JUNE 22, 2010, INCLUDING ALL OCCUPANCY CATEGORY
(TYP) SUPPLEMENTS, AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDING AND BRIDGES," EFFECTIVE APRIL 14, 2010. SPECTRAL RESPONSE ACCELERATION Ss = 24.1 °rg Sds = 0263
d 2! 12" WATERSTOP .1< 1211 12" to 24" 8" M4 5. CONNECTION BOLTS SHALL BE 3/4 INCH DIAMETER CONFORMING TO ASTM A325, TYPE X. INSTALL EACH BOLT WITH A HARDENED SI = 103 %!a 6d1 = 0.164 0
CENTERED 30" TO 48" 12" 05 WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE Cs = 0.094 R = 3.5 BLOWER BUILDING
° a a - Z p^_ TIGHTENED "SNUG -TIGHT" ONLY, UNLESS OTHERWISE SPECIFIED. SITE CLASSIFICATION _P z
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WItNOIJt KEY WITH ICl`i GREATER 1,_611 05 a� j( 6. OVERSIZED AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS PROJECT, UNLESS OTHERWISE NOTED. BASIC STRUCTURAL SYSTEM W
NOTE: ALL WATERSTOPS 6" PVC "RIBBED" TYPE UON. THAN 48" I. WELDING SHALL BE BY WELDERS AND WELDING OPERATORS WHO HAVE BEEN PREVIOUSLY QUALIFIED PER AWS CODE. X BEARING WALL DUAL w/SPECIAL MOMENT FRAME J W
SEE GENERAL NOTES. 8. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. BUILDING FRAME DUAL w/INTERMEDIATE R/C OR SPECIAL STEEL
S. ANCHOR BOLT SHALL CONFORM TO ASTM F1554, GRADE 36 AND SHALL TERMINATE WITH A STANDARD HEX HEAD OR NUT. MOMENT FRAME INVERTED PENDULUM U) z
PROVIDE ONE NUT AND ONE WASHER WITH EACH ANCHOR BOLT UNLESS OTHERWISE NOTED. SEISMIC BASE SHEAR: V = SEE FOUNDATION PLANS OR METAL BLDG SHOP DRAWINGS z
C STAND�4RD CONSTRUCTION JOINT DETAILS D TYP PIPE ENC,4SEMENT DET�41L 10. ALL STRUCTURAL STEEL, BOLTS AND ACCESSORIES SHALL RECEIVE, AFTER FABRICATION AND BEFORE ASSEMBLY, A PROTECTIVE ANALYSIS PROCEDURE _ SIMPLIFIED X EQUIVALENT LATERAL FORCE O Z
NO SCALE , , NO SCALE COATING OF ZINC IN CONFORMANCE WITH "STANDARD SPECIFICATION FOR ZINC (NOT -GALVANIZED) COATINGS ON (o. LATERAL DESIGN CONTROL: SEE FOUNDATION PLANS OR METAL BLDG SHOP DRAWINGS 14e
1\�ul PRODUCTS FABRICATED FROM ROLLED, PRESSED, AND FORGED STEEL SHAPES, PLATES, BARS, AND STRIP," ASTM A 123 AND K. DIMENSIONS. U W
BAR DEVELOPMENT "STANDARD SPECIFICATION FOR ZINC COATING (HOT -DIP) ON IRON AND STEEL HARDWARE," ASTM A 153. I. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING THE DIMENSIONS OF THE STRUCTURAL DRAWINGS AND ADVISING THE
LENGTH (TYP) SEE NOTE 3. F. STRUCTURAL LUMBER ENGINEER OF ANY DIFFERENCES IN DIMENSIONS BETWEEN THE ARCHITECTURAL, STRUCTURAL AND CIVIL DRAWINGS PRIOR TO
CONST JOINT I. STRUCTURAL LUMBER SHALL BE KILN -DRIED, NO 2 DIMENSION OR BETTER, SOUTHERN PINE. COMMENCING CONSTRUCTION.
SEE NOTE I. CONT KEYWAY 2. PROVIDE WASHERS BETWEEN ALL BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. PLACE ALL 2. DIMENSIONS SHOWN TO EXISTING CONSTRUCTION ARE PLUS OR MINUS REGARDLESS OF WHETHER SHOWN AS SUCH ON THE
(TYP) BOLT HEADS ON THE SAME SIDE OF THE CONNECTION. DRAWINGS OR NOT. DIMENSIONS TO EXISTING CONSTRUCTION ARE TAKEN FROM THE ORIGINAL BUILDING DRAWINGS AND HAVE NO
-- - -- -1 - - - -- -, - - - Ir -+✓i -N - -- - - EXTEND 50% OF REINF BEEN FIELD VERIFIED. THE CONTRACTOR SHALL VERIFY IN THE FIELD ALL DIMENSIONS TO EXISTING CONSTRUCTION.
CONT PVC 3. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT GREATER THAN
THRU JOINT L. ABBREVIATIONS.
__�___ 1 �__ r_i__ _+---r---~♦rt <,__�,_nr_____ WATERSTOP 10 PERCENT OF THE THREAD DIAMETER OF THE BOLL OR SCREW. ALL LAG BOLTS AND SCREWS SHALL BE
SEE NOTE (EVERYOTHER BAR EF) THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON THESE DRAWINGS, BUT TO
INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES BY DRIVING WITH A HAMMER
ALL BARS CONTINUOUS SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED:
�,Yrr 4. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 1/32 TO 1/16 INCH LARGER THAN THE BOLT.
__-���, >,<, �,�.{�� �.h i� �i IN CIRCULAR WALLS 5. ENDS OF ALL COMPRESSION MEMBERS SHALL BE CUT t0 FIT INTERSECTING MEMBERS FOR POSITIVE END I, TYP TYPICAL
Flu u, °
--'� ��< ,-ten 2. UON - UNLESS OTHERWISE NOTED
BEARING.
3. CLR - CLEAR, CLEARANCE
_� �_ _ (6. SEE "WOOD TRUSS NOTES" FOR ADDITIONAL NOTES.
T 7- r ?- -T err--r-? e e 4. tCJ - TYPICAL CONTROL JOINT, TYPICAL CONSTRUCTION JOINT
1-ii -- 1. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE THICKNESSES SHOWN ON _
- n}- -- - `- -- - -- -+� i } 5. EJ EXPANSION JOINT 4-"5 ADDL l2 EA - -- n „ i
hhr�r - -� --I-n; - - - THE DRAWINGS. 6. CJ - CONSTRUCTION JOINT w
FACE) EACH SIDE it ° "� ��' TERMINATE EVERYOTHER CLASS B TENSION 8. ALL FABRICATED STEEL ASSEMBLIES AND ALL STEEL FASTENERS, INCLUDING BUT NOT LIMITED TO NAILS AND SPIKES
--r-i--r-7-- -1 -- - --r-* t- --r --��-t`'�iI -�--r-*- M. CONSTRUCTION SAFETY.
L 1 'L + I__ _ __L __' _ OF OPNG OR PIPE i - -1- -- L- - -1- BAR 2" CLR OF JOINT FOR HEAVY TIMBER CONSTRUCTION AND DECKING, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, WASHERS, LAG BOLTS OR J_
LAP SPLICE I. THESE STRUCTURAL DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. O
PIPE OR OPENING NOTE: SCREWS AND MANUFACTURED ACCESSORIES, EXCEPT SPLIT RINGS AND SHEAR PLATES, SHALL HAVE A GALVANIZED 2. THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SNORING AND GUYING OF FRAMING AGAINST WIND, Q
THRU WALL OR SLAB FINISH CONFORMING TO THE APPLICABLE ASTM STANDARD FOR THAT ACCESSORY, ASTM A 123, ASTM A 153, OR OCHER
PROVIDE CONSTRUCTION JOINTS IN ALL WALLS AND SLABS AS 9. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY THE 51MIOSON CONSTRUCTION LOADS AND OTHER TEMPORARY FORCES UNTIL SUCH PROTECTION IS NO LONGER REQUIRED FOR THE SAFE
NOTE: NOTED ON THE PLANS AND AT 30'-0" MAX. PROVIDE w SUPPORT OF THE FRAMING.
I. PROVIDE ADDITIONAL HORIZONTAL AND VERTICAL BARS EQUAL TO CONTINUOUS PVC WATERSTOPS AT SLAB JOINTS, At ALL STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. J
THE NUMBER OF BARS TERMINATED At OPENING, HALF EACH SIDE. EXTERIOR WALL JOINTS AND ANY INTERIOR WALL JOINTS WHERE Q Q
2. At SINGLE LAYER REINFORCED WALLS OR SLABS, PROVIDE ONLY DIFFERENTIAL HEIGHTS OF FLUIDS EXIST ON EITHER SIDE OF
SINGLE LAYER OF ADDITIONAL REINFORCING At OPNG. WALL. PLACE CONCRETE IN ALTERNATE SECTIONS. TERMINATE w 0
3. TERMINATE REINF w/ STD HK WHERE OPNG ADJACENT TO WALL OR WATERSTOP 3" FROM TOP OF WALL. ALLOW CONCRETE TO CURE REINFORCING LAF SPLICE SCHEDULE z
SLAB EDGE. A MINIMUM OF 3 DAYS PRIOR TO ADJACENT PLACEMENTS. z
E TYP ADDL REINF AT WALL OR SLA5 OPNG F TYP CONSTRUCTION JOINT LAP SPLICE LENGTH W Q
NO SCALE , , NO SCALE BAR SIZE 3,000 PSI CONCRETE 4,000/4,500 PSI CONCRETE V
1"XI'i2" (4" 4 5" SLABS) STOP WWF TOP BARS OTHER BARS TOP BARS OTHER BARS
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z �, 11 21_011 11_111
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KEYWAY JT SAWED JT WWF Z
NOTE: _ � . WW6 I-9II 1I-1II 5I-10II F I II
1. TYPE OF JOINT IS OPTIONAL WITH CONTRACTOR. SAWED JOINTS *9 8 -9 J
SHALL BE MADE WITHIN 24 HOURS AFTER PLACING CONCRETE. .: d #10 9'-1011 1'-1" 8'-6" 6'-111
2. WHEN KEYWAY JOINT IS ELECTED, THE SLABS SHALL BE PLACED\/��Z
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IN CONTINUOUS STRIPS. //\/ l-
3. AT THE CONTRACTOR'S OPTION, A METAL PRE -FORMED JOINT OF \\\ ° NOTE: TOP BARS ARE HORIZONTAL SLAB BARS WITH MORE THAN 12" OF
APPROVED DESIGN WILL BE ACCEPTABLE AT EACH TCJ IN LIEU //\/ d `r CORE DRILL AND CONCRETE CAST BELOW THE BARS. T_
OF THE ABOVE JOINT TYPES. r
11 �\ /\\/\\� SET DWL IN EPDXY (�
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COMPOUND. EQUIPMENT Z
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K SLAP EDGE DETAIL 1" I TYP CONCRETE CURB DETAIL (D Z
J Tl'P CONTROL JOINT CTCJ� ,4T � 4"� CAST IRON PRESSURE � Q -SLA5-ON-GRAIDENO SCALE NO SCALE , , NO SCALE RELIEF VALVE
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PLAN OF EQUIP BASE OR SEE PLAN 1211 v ::)
1211 1211 111 4" MIN TO ANCHOR BOLT. ° le
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. (TYP) ° ° ° ° a ° Drawn: DAS
CLEAN AND ROUGHEN SURFACE
BENEATH PAD AND COAT w/ 24" MAX
P TYP PRESSURE RELIEF VALVE DETAIL Checked: WPD
1 04 x 2'-0" SMOOTH DOWELS EPDXY BONDING ADHESIVE "5�'8" 24NO SCALE Job No.: 321010
" OC W/ 3/4"� PIPE v "3e8" ABOVE T/WEIR 1 1
EXP JT FILLER NOTE. 12 TYP
SLEEVES. DWL SET IN SEE EQUIPMENT MANUFACTURER'S INSTALLATION INSTRUCTIONS U Sheet No.:
GREASE. FOR EQUIPMENT ANCHORAGE REQUIREMENTS. 10 0 % DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY
TYP EXPANSION JOINT DETAIL H TYP EQUIPMENT PAC) � TYPICAL BLOWER PAD N REINFORCING AT WEIR S-1
, NO SCALE , NO SCALE NO SCALE , NO SCALE - NOT RELEASED FOR CONSTRUCTION
Of: Version: 3

g DWL S ABOVE DOOR 12 �2 CLR
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d ° 11 WIDTH, MIN 11 OC MAX STAGGARED �l a o U
SHIM AS REQ D 12 2 0 INSIDE BLDG IN BOT OF PLATE. �' 0O00
LONG SLOTTED HOLE IN 411 2111 2411 1'-21/ " 10 5 3 BLOCK COURSES GONG MASONRY LINTELS SHALL BE FILLED WITH MASONRY GROUT. Z U o
DIRECTION OF SPAN (Ii2xix10 BRCS 2 WALL BELOW BEARING Q Z
PADS W12 BEAMS) 33" 1'-81i2" 14 l BENT fE o" FRAME NOTE:
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(4" MIN EMBEDMENT) g11 411 NOTE: SHOWN ON ARCH DWLS SEE ARCH DWLS WORK SHALL BE PROVIDED WITH LINTELS IN ACCORDANCE WITH 0 v
1. USE 2LS-3x31i2x5/16 (SLO) WHERE BM FRAMES INTO W8 COL WEB. I. At LINTEL BM BRG, OFF SET REINF .
(x 12", UON ON PLAN) LARGER ANGLES MAY BE USED TO ACCOMMODATE COLUMN GAGES. E EXTEND TO BOND BM AS SHOWN. (MILER CORNERS) 5/16" fE CONT THIS SCHEDULE. Z Z
BEAM POCKET 2. USE 14 BOLTS IN PLATE CONNECTIONS AT FLOORS. PERPENDICULAR PARALLEL a Z
r,-4" TYP SEAM POCKET 4 GRATING SUPPORT DETAIL TYP SEAM CONNECTIONS C TYP LINTEL SEARING DETAIL D TYP LINTEL W/ BENT P- DETAIL
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2 2 NO SCALE
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EQ W EQ 2xH NOTE: a
(I'-4" MIN) PERIMETER INSULATION, SEE ARCH DWLS SEE ARCH DWLS FOR EXACT LOCATION. Z
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MASONRY WALL — — � � � 4 SLOPE i U �
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W + 811 (T P) OPTION FTG MAY BE 411 DWLS IN FND
STEPPED THUS:
(2'-0" MIN) MIN
rE-" TYP WALL FOOTING REINFORCING TYP STEPPED FOOTING DETAIL rG-" TYP SLAP EDGE REINFORCING H TYP SLAB EDGE REINFORCING AT TYP 8" WALL REINFORCING DETAIL
2 2 NO SCALE 2 2 3/411 = 1'-011 2 2 NO SCALE kL2 OVERHEAD DOOR NO SCALE 2 2 NO SCALE
PROVIDE HURRICANE
ANCHORS EA END OF EA
SEE ARCH TRUSS, PER TRUSS DESIGN
1/2 11 DWLS
12 2x4 924" BETWEEN TRUSSES 1,-611 J
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NOTE: , : CAULK lEA SIDE) � N °
SEALANT FIBER JOINT PROVIDE CONTROL JOINTS ° %ilk . TRUSS --- a . %Q °
FIBER JOINT DOUBLE 2x TREATED a ° FOR INFORMATION RMATION NOT o . o
(EXTERIOR) FILLER IN MAS WALLS At 1/ = a
LOCATIONS DENOTED "MCJ" FILLER �! 2- 4 MASONRY I . DEFLECTION ANCHOR" °
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PREFORMED 'IT" MASONRY CONC SINGLE 2x
PROVIDE CONTROL JOINTS IN MAS WALLS AT LOCATIONS 5 '� �' i CREATED BLOCKING w/
DENOTED MCJ ON PLAN FROM TOP OF WALL TO FTG MAS JOINT REINF AT �a �xl -9 HEADED I *3 TIES 68" MAX
„ INTERSECTIONS. AB 6 48" OC NOTE: 5i "� BOLTS g24"OC
JOINT REINF SHALL BE DISCONTINUOUS AT MCJ s . BOND II,A a 1 6
BEAM REINFORCING SHALL BE CONTINUOUS THROUGH "MCJ's". WALL REINF FOR DETAILS NOT SHOWN i *3 LIES, FOR SPACING SEE
SEE ARCH DWLS. 2 2
TYP MAS WALL CONTROL JOINT (MCJ) rC"T" WALL CONTROL JOINT (MCJ) 1"I TYP TRUSS SEARING AT CMU UJALL N INTERIOR PARTITION BRACE rfz R51&24 REINFORCING Q 18x18 COLUMN REINFORCING z
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Date: MAR.2024
— 0808" CONT Drawn: DAS
Checked: WPD
Job No.: 321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY Sheet No.:
- NOT RELEASED FOR CO
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S-13
Of: Version: 3

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321010
Sheet No
OR REVIEW PURPOSES ONLY .° S-14
OR CONSTRUCTION
Of: Version: 3

NEW SURGE TANGS PLAN
SPLICE SPLICE
2x SPLICE
LENGTH 0! Y) 1
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INCH SPLICING
NOTE:
SEE PLAN FOR LOCATIONS.
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311
NOTE:
CONCRETE FOR SHRINKAGE STRIP SHALL NOT BE PLACED UNTIL
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DAYS.
SHRINKA6sE STRIP
(TYP), SEE C
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Date: MAR.2024
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Checked: WPD
Job No.: 321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
Sheet No.:
S-15
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 3

ml
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12'-0" 9'-4" 3'-411
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NOTE:
I. REFERENCED FIN FLOOR ELEV = 100.00, LION. COORDINATE WITH SITE PLAN.
2. TOP OF WALL FTG ELEV = 98.00, UON THUS: xxxx
3. SEE ARCH DRAWINGS FOR LOCATION OF FLOOR FINISHES REQUIRING DEPRESSED FLOOR SLABS AND FOR LOCATION OF MAS
PARTITIONS ON THICKENED SLABS.
4. SEE ARCH DRAWINGS FOR LOCATION OF MAS WALLS NOT DIMENSIONED.
S. ALL SLABS SHALL BE 6" THICKNESS, UON.
ro. ALL SLABS SHALL BE PLACED OVER VAPOR BARRIER AND 4" COMPACTED STONE AND REINFORCED WITH rox(o-W2.9xW2.9, UON.
1. STEP FOOTINGS AS REQUIRED TO CLEAR NEW OR EXISTING UTILITIES. CONFIRM LOCATIONS WITH STRUCTURAL ENGINEER.
S. REINFORCED CELL LOCATIONS ARE BASED ON ASSUMED CMU CORE LOCATIONS AND WALL OPENINGS. REINFORCED CELL
LOCATIONS MAY VARY SLIGHTLY TO ACCOMMODATE COURSING. COORDINATE WITH ARCH DRAWINGS.
9. FILL ALL MASONRY CELLS WITH MASONRY GROUT BELOW FIN FLOOR.
BUILDING BASE SWAft
LOADING
Vx (N/S)
Vy (E/W)
WINE)
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Date:
MAR.2024
Drawn:
DAS
Checked:
WPD
Job No.:
321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
Sheet No.:
S-16
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 3

M
2I2
TYP
PN
12
5�
SLOWER / ELECTRICAL 5UILD ING R00F FRAMING FLAN
SCALE. 1/4'' = l'-0"
4' 2' 0 4'
NOTE:
1. T/MASONRY ELEV = 14'-0" ABOVE FINISHED FLOOR, LION.
2. TRUSS LAYOUT IS SCHEMATIC AND MAY VARY SLIGHTLY AS REQUIRED BY TRUSS DESIGN.
TRUSS
FLAT SECTION AS REQUIRED
1 .7
Tfi su 8 T-1 (T-2, T-3
ANC) G-1 SIM)
12
712
FRAMING ANGLE
Ql-aii aft
TR- USS J -1 C J - 2 THi-111.1
J-5 AND H-1 SIM)
WOOD TRUSS NOTES
1. LUMBER IN TRUSSES SHALL BE GRADE MARKED AS FOLLOWS:
CHORD MEMBERS NO. 2 KD SYD, OR BETTER
WEB MEMBERS NO, 3 KD SYP, OR BETTER
2. MAXIMUM TRUSS SPACING = 2'-0" ON CENTER, UON.
3. CENTROIDAL LINES OF MEMBERS SHALL INTERSECT AT A POINT, LION.
4. ENDS OF ALL COMPRESSION MEMBERS SHALL BE CUT TO FIT INTERSECTING MEMBERS FOR
POSITIVE END BEARING.
5. TRUSS DESIGN LOADS
WIND ASCE 1-10, 120 MPH/ULT, WIND IMPORTANCE FACTOR = 1.0, EXPOSURE C
GCpi = ±0.55, DESIGN TRUSSES FOR COMPONENT LOADING
TOP CHORD DEAD LOAD 9 PSF ((o PSF FOR UPLIFT)
BOTTOM CHORD DEAD LOAD S PSF ((o PSF FOR UPLIFT)
TOP CHORD LIVE LOAD 20 PSF (REDUCIBLE)
BOTTOM CHORD LIVE LOAD
TRUSS DEPTH > 3'-0" 20 PSF
TRUSS DEPTH < 3'-0" 10 PSF
SNOW II PSF
SEISMIC PER BUILDING CODE
TRUSSES SHALL BE DESIGNED BY A REGISTERED NORTH CAROLINA PROFESSIONAL
ENGINEER EMPLOYED BY THE TRUSS MANUFACTURER. SUBMIT SEALED CALCULATIONS FOR
TRUSS MEMBER AND CONNECTION DESIGN WITH SHOP DRAWINGS.
6. TRUSS JOINT CONNECTIONS SHALL BE MADE BY USING GALVANIZED TOOTHED CONNECTION
PLATES.
1. TRUSS WEB MEMBERS SHOWN ARE SCHEMATIC ONLY. PROVIDE VERTICALS AND DIAGONALS
AS REQUIRED BY TRUSS DESIGN. CONTRACTOR COORDINATE CLEARANCES REQUIRED FOR
MECHANICAL SYSTEMS.
9i
W
SHEATH1W.s SCHEDULE
NAIL SPACING
PERIMETER
INTERMEDIATE
LOCATION
THICKNESS
NAILS
BLOCKING
CEILING
PLYWOOD 11
ad
YES
(Oil"
12
ROOF
5/S"
PLYWOOD
106
YES
(oil
1211
PERIMETER BLKING AS
REQ'D, SEE SCHEDULE
-SHEATHING, SEE SCHEDULE
STAGGER LAPS AS SHOWN
II II II
INTERMEDIATE
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SEE SCHEDULE
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SHEATHMs ATTACH T DETAIL
NOTE:
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Date: MAR.2024
Drawn: DAS
Checked: WPD
Job No.: 321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
Sheet No.:
S-17
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 3

1211
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PLANT
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NOTE:
I. COORDINATE GRATING SUPPORT BEAMS WITH WEIR GATE FRAMING.
2. GRATING SUPPORT BEAMS SHALL BE HOT DIP GALVANIZED AND FIELD EPDXY
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Date:
MAR.2024
Drawn:
DAS
Checked:
WPD
Job No.:
321010
Sheet No
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY
- NOT RELEASED FOR CONSTRUCTION S-18
Of: Version: 3

Nam
T/WALL EL. 665.00'
#6'a8
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18 19 SCALE: 3/8" = 1'-0"
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#868"
Scale: AS SHOWN
Date: MAR.2024
Drawn: DAS
Checked: WPD
Job No.: 321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
Sheet No.:
S-19
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 3

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Scale: AS SHOWN
Date: MAR.2024
12"
STONE BASE
Drawn: DAS
Checked: WPD
S
K*5� SECTION
Job No.: 321010
1g U2O SCALE: 3/S" _ ,'-O"
100%
DESIGN DRAWINGS -
FOR REVIEW PURPOSES ONLY
Sheet No.:
S-20
- NOT RELEASED
FOR CONSTRUCTION
Of: Version: 3

WE
I
55' -O"
- 3" T/GRATING
-9" T/GRATING
—43/4n — -- —43/411
-- --
+4" T/PAD +4" T/PAD
+4" T/PAD
1 1
CHLORINE � 1 CHLORINE �
TANK TANK
I �
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B I SULFATE
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10,000 COAL. 10,000 COAL.
12' D I A. / 12' DIA.
10,000 GAL /
1 1
TYP
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8" ]a, -Oil
8" 53' - 8" 8"
8"
55' -0"
BULK CHEMICAL FEED
FOUNDATION f OL;4N
SCALE: 3/8" = I'-0"
2' 1' 0 2' 4'
NOTE:
1. COORDINATE LOCATION FOR FILL LINE CONTAINMENT SLAB/CURB WITH TANK DRAWINGS.
2. COORDINATE T/WALL AND T/SLAB ELEVATIONS WITH CIVIL DRAWINGS.
T/WALL
a° I 0468 CENTERED
CONT HYDROPHILIC WATERSTOP
A . / �a8ll
e
a e c o
STONE BASE AS REQD
BY SOILS REPORT
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Sheet No
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EN-3
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Job No.: 321
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY Sheet No.:
- NOT RELEASED FOR CONSTRUCTION
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Date: MAR.2024
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Job No.: 321010
Sheet No
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY
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Date: MAR.2024
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Drawn: DC
Checked: JWM
Job No.: 321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY Sheet No.:
EN-10
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Date: MAR.2024
Drawn: DC
Checked: JWM
Job No.: 321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY Sheet No.:
- NOT RELEASED FOR CONSTRUCTION
EN-11
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Date: MAR.2024
Drawn: DC
Checked: JWM
Job No.: 321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY Sheet No.:
- NOT RELEASED FOR CONSTRUCTION
EN-12
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321010
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Job No.:
321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
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EN-14
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 1

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Date: MAR.2024
Drawn: DC
Checked: JWM
Job No.: 321010
100% DESIGN DRAWINGS -
FOR REVIEW PURPOSES ONLY
Sheet No.:
EN-15
- NOT RELEASED
FOR CONSTRUCTION
Of: Version: 1

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Job No.:
321010
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY I
Sheet No.:
EN-17
- NOT RELEASED FOR CONSTRUCTION
Of: Version: 1

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8" MAGNETIC
FLOW METER
FLOW
all WAS -
SLUDGE LINE
Q
lu
ALUMINUM
`n ACCESS
d LADDER
6" MEGAFLANGE RESTRAINED
FLANGE ADAPTER
1/2 HP 110 VAC
SUMP PUMP
AS REQUIRED
TYP.
WAS METER VAULT
LOWER PLAN VIEW
SCALE: 3/S" =1'-0"
3�0" SQ. 151LC0 ACCESS
DOOR OR EQUAL
T/ SLAB ELEV.
c�
8" WAS
SLUDGE LINE
r
(t EL.
0
N
T/ SLAB ELEV.
12" S1 STONE
REDOING
o
NW
S" MAGNETIC
FLOW METER
m e 14 e e d
c c di v a a c
2" PVC SUMP
DISCHARGE LINE
NOTE:
PIPE SUMP PUMP
D I SCHARGE TO
EXIST. MANHOLE.
6" SCH 40 PVC
VENT W1 SCREEN
S" MEGAFLANGE RESTRAINED
FLANGE ADAPTER
FLOW
de c c
a e d _ do
GROUT - SLOPE
TO SUMP PUMP
SECTION
25 25 SCALE" 3/8" =1'-0"
2' 1' 0 2' 4'
FLOW METER INDICATOR
SUPPORT RACK
(SEE ELECTRICAL)
3(0" SQ, BIL(
ACCESS DC
OR EQUAL
WAS METER VAULT
UPPER PLAIN VIEW
SCALE: 3/S" =1' -0"
2" SCH 50 PVC
SUMP PUMP
DISCHARGE LINE
2 "X 1" REDUCER
1" CHECK VALVE
1" TRUE UNION
BALL VALVE
1/2 HP 110 VAC
SUMP PUMP
24" SQ x S" DEEP SUMP
(THICKENED SLAB a SUMP)
o
L
36" SQ. BILCO ACCESS
DOOR OR EQUAL
ALUMINUM
ACCESS
LADDER
n / c a d ^ c v e < c e
c1 , e
SCH 40 PVC
�T W1 SCREEN
PRECAST
CONCRETE
VAULT
8" WAS
SLUDGE LINE
I
GROUT - SLOPE
TO SUMP PUMP
12" S1 STONE
5EDD ING
2 SECTION
25 25 SCALE" 3/S" =1'-0"
21' 0 2' 4'
100% DESIGN DRAWINGS - FOR REVIEW PURPOSES ONLY
- NOT RELEASED FOR CONSTRUCTION
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Scale:
AS SHOWN
Date:
MAR.2024
Drawn:
DC
Checked:
JWM
Job No.:
321010
Ait WON
EN-25
Of: Version: 1