WQ0000484_Site Plans/Maps_20190911

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SITE LOCATION MAP
SCALE: 1 "=1 ,000'
REFERENCE: U.S.G.S. 7.5' TOPOGRAPHIC MAP, PARKTON, NC AND RENNERT, NC. DATED 2016
NORTH
VItrII111 T IVIHh'
SCALE: 1 "=1000'
REFERENCE: IMAGE COURTESY OF GOOGLE EARTH PRO. DATED
REVISION RECORD
NO DATE DESCRIPTION
04/01/2019 ISSUED FOR CONSTRUCTION
A, 08/08/2019 AS -BUILT
7
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NORTH
MOUNTAIR FARMS, INC.
LUMBER BRIDGE TOWNSHIP, NORTH CAROLINA
APRIL 2018
97:7_\TITI10Eta 10197�:1
0 COVER SHEET
001 GENERAL NOTES
002 PROCESS & INSTRUMENTATION LEGEND SHEET
010 PROCESS FLOW DIAGRAM
011 PROCESS & INSTRUMENTATION DIAGRAM
012 PROCESS & INSTRUMENTATION DIAGRAM
013 PROCESS & INSTRUMENTATION DIAGRAM
014 PROCESS & INSTRUMENTATION DIAGRAM
015 PROCESS & INSTRUMENTATION DIAGRAM
016 PROCESS & INSTRUMENTATION DIAGRAM
017 PROCESS & INSTRUMENTATION DIAGRAM
040 HYDRAULIC PROFILE
041 HYDRAULIC PROFILE
100 EXISTING SITE PLAN
101 PROPOSED SITE LAYOUT PLAN
102 PROPOSED SITE LAYOUT PLAN — MBBR TANKS
103 PROPOSED SITE LAYOUT PLAN — ABOVEGROUND CLARIFIER
104 PROPOSED SITE LAYOUT PLAN — FEED FORWARD PUMP STATION AREA
105 PROPOSED SITE LAYOUT PLAN — FRAC TANK AREA
111 EROSION AND SEDIMENT CONTROL PLAN
112 EROSION AND SEDIMENT CONTROL PLAN DETAILS
130 EFFLUENT PIPE PLAN AND PROFILE — STA 0+00 TO 4+00
131 EFFLUENT PIPE PLAN AND PROFILE — STA 4+00 TO 9+00
132 EFFLUENT PIPE PLAN AND PROFILE — STA 9+00 TO 12+10
200 EXISTING BUILDING CONDITIONS
201 TREATMENT BUILDING PROCESS MODIFICATIONS, DEMOLITION PLAN
202 FEED FORWARD PUMPING STATION PROCESS MODIFICATIONS DEMOLITION PLAN & SECTIONS
230 TREATMENT BUILDING PROCESS MODIFICATIONS, EQUIPMENT LAYOUT
231 TREATMENT BUILDING PROCESS MODIFICATIONS SECTIONS
232 PROPOSED MBBR TANK LAYOUT SECTIONS
271 MBBR TANK No. 1 PLANS AND ELEVATIONS
272 MBBR TANK No. 2 PLANS AND ELEVATIONS
280 MISCELLANEOUS DETAILS
281 PIPE SUPPORT DETAILS
282 ELEVATED PIPE SUPPORT DETAILS
283 DAF SUPPORT DETAILS
284 STRUCTURAL MBBR STAIRS PLANS AND SECTIONS
285 STRUCTURAL MBBR STAIRS MISCELLANEOUS DETAILS
500 ELECTRICAL SITE PLAN
501 PROPOSED SINGLE LINE DIAGRAM
502 PROPOSED BLOWER BUILDING ELECTRICAL PLAN, SCHEDULES AND DETAILS
503 PROPOSED ELECTRICAL SITE PLAN
AS BUILT
DRAWING NO.:
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FRAZER, PENNSYLVANIAAW /
MOUNTAIRE FARMS INC COVER SHEET
[phone] NC Firm License # C-3035 WASTEWATER TREATMENT
KEG I . NET Civil & Environmental Consultants, Inc. SYSTEM UPGRADE 000
Keystone DATE: APRIL 2018 DRAWN BY: JKS A
#C-4160 LICENSE 1900 Center Park Drive - suite A -Charlotte, NC 28217 LUMBER BRIDGE, NORTH CAROLINA DWG SCALE: NTS I CHECKED BY: GPT/MDW
ENGINEERING G R O U P Ph: 980.237.0373 • Fax: [phone] PROJECT NO: 174-540
www.cecinc.com APPROVED BY: GPTI SHEET OF
6 5 4 3 2 1

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GENERAL NOTES
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1. CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MAJOR EQUIPMENT PURCHASED, ALL FABRICATED
STEEL ITEMS AND ALL
ELECTRICAL ITEMS.
2. ALL SUBSTITUTIONS TO BE APPROVED BY ENGINEER PRIOR TO PURCHASE AND INSTALLATION.
3. ALL NEW CONSTRUCTION FERROUS METALS TO BE PAINTED PRIOR TO COMPLETION OF JOB. SURFACE PREPARATION, CLEANING,
AND COATING TO BE IN STRICT ACCORDANCE WITH COATING MANUFACTURER'S RECOMMENDATIONS.
COATINGS TO BE AS
FOLLOWS OR ENGINEER -APPROVED EQUAL:
3.A. FABRICATED FERROUS METALS AT 6 IN AND ABOVE SUBMERGED AREAS: SURFACE PREPARATION: SSPC-SP6 COMMERCIAL
BLAST; FIRST COAT TNEMIC SERIES 61-5002 BEIGE PRIMER, 8-12 MILS DFT; FINISH COAT
TNEMIC SERIES 61-5001
GRAY FINISH, 8-12 MILS DFT
3. B. FABRICATED FERROUS METALS IN SUBMERGED AREAS AND TO 6 IN ABOVE:
SURFACE PREPARATION: SSPC-SP10 NEAR WHITE BLAST; FIRST COAT TNEMIC SERIES 61-5002
BEIGE PRIMER, 8-12 MILS
G
DFT; FINISH COAT TNEMIC SERIES 61-5001 GRAY FINISH, 8-12 MILS DFT
3.C. PIPE SUPPORTS:
SURFACE PREPARATION: SSPC-SP3 POWER TOOL CLEANING; FIRST COAT TNEMIC SERIES 135
CHEMBUILD, 4-6 MILS DFT;
SECOND COAT TNEMIC SERIES 66 HI -BUILD EXPDXOLINE PRIMER, 4-6 MILS DFT; FINISH COAT
TNEMIC SERIES 73
ENDURA-SHIELD, 2-3 MILS DFT
01
4. TANK ERECTION TO BE IN STRICT ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. REPAIR SHALL BE DONE IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
5. CONTRACTOR TO CONDUCT LEAKAGE TESTS ON ALL WATERTIGHT STRUCTURES AND PIPELINES. CONTRACTOR TO NOTIFY OWNER
WHEN WORK IS READY FOR TESTING UNDER DIRECTION OF OWNER OR ENGINEER. ALL LABOR, EQUIPMENT AND MATERIALS,
INCLUDING METERS AND GAUGES SHALL BE FURNISHED BY CONTRACTOR AT HIS OWN EXPENSE. ANY STRUCTURE OR SECTION
OF PIPE WHICH DOES NOT COMPLY WITH LEAKAGE TESTS, AS DETERMINED BY OWNER OR ENGINEER, SHALL BE PROMPTLY
CORRECTED, REPLACED OR REPAIRED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. METHODS EMPLOYED FOR CORRECTION
SHALL BE APPROVED BY ENGINEER OR OWNER. LEAKAGE TESTS TO BE CONDUCTED ACCORDING TO THE FOLLOWING TEST
SCHEDULE:
TYPE TEST MEDIA TEST CRITERIA
STRUCTURES WATER HYDROSTATIC <1/2 INCH DROP IN 24
HOURS
PRESSURE PIPING
WATER
PRESSURE
20 PSIG FOR 12 HRS.
MAINTAIN MIN 95% OVER
TEST PERIOD
SEWER PIPE
WATER
HYDROSTATIC
6 FEET HEAD MAINTAINED
4 HRS
AIR
PRESSURE
5 MIN AT 5 PSI
CONTAINMENT PIPE
WATER
HYDROSTATIC
6 FEET HEAD MAINTAINED
4 HRS
CHEMICAL HOSE
WATER
PRESSURE
20 PSIG FOR 4 HRS.
MAINTAINED MIN 95%
E
OVER TEST PERIOD
1. ABOVEGROUND PIPE TO BE PVC
TYPE L,
GRADE L WITH T102 ULTRAVIOLET LIGHT INHIBITOR AND SHALL BE SCH 80,
CONFORMING TO ASTM D17848
AND D1785 AS APPLICABLE. FITTINGS
SHALL BE APPLICABLE WITH
PIPE TYPE AND SHALL
CONFORM TO ASTM D2484, D2466,
Z OR
D2467 AS APPLICABLE. ALL
PIPING SHALL BE SOCKET
UNLESS OTHERWISE NOTED
FOR INSTALLATION BY SOLVENT
WELDING.
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2. BELOW GROUND PIPE TO BE PVC C900 CELL CLASS 12454 MIN. DR 51 (80 PSI), CONFORMING TO ASTM D-1784 AS
APPLICABLE. PIPE TO MEET STANDARDS OF AWWA C900-16. INTEGRAL BELL TO MEET REQUIREMENTS OF ASTM D-3139 AND
ELASTOMERIC SEAL MEETING ASTM F-477. GASKET MATERIAL TO BE EPDM OR ENGINEER APPROVED EQUAL. INSTALLATION TO
BE IN COMPLIANCE WITH AWWA C605.
3. CPVC PIPE TO BE TYPE IV, GRADE I CONFORMING TO MINIMUM CELL CLASS OF 23447 PER ASTM D 1784 SCH 80,
CONFORMING TO ASTM F441 /F441 M AS APPLICABLE. FITTINGS SHALL BE APPLICABLE WITH PIPE TYPE AND SHALL CONFORM
TO ASTM F437 OR F439 AS APPLICABLE. ALL PIPING BE SOCKET UNLESS OTHERWISE NOTED FOR INSTALLATION BY SOLVENT
WELDING.
4. STEEL PIPE SHALL CONFORM TO 0.375 IN WALL, SEAMLESS, BLACK CARBON STEEL, CONFORMING TO ASTM A53/A53 M, GRADE
B, TYPE E. FITTINGS TO BE STEEL, BUTT WELDED TO MATCH PIPE WALL THICKNESS CONFORMING TO ASTM A234/A234 M AND
ASME B.19. FIELD WELDED JOINTS SHALL CONFORM TO AWS-03 AND ASME B31.3.
5. ALL SHOP AND FIELD WELDING SHALL BE BY CERTIFIED WELDER AND SHALL CONFORM TO AWS STANDARDS.
6. STAINLESS STEEL PIPE TO BE 304 L SCHEDULE 10S, ASTM A-240 STAINLESS STEEL CONFORMING TO ASTM
A-778 FOR 3" AND LARGER. PIPE 2 1/2" AND SMALLER SHALL BE SCH. 40S, SEAMLESS ASTM A-240 TYPE 304 L STAINLESS
STEEL CONFORMING TO ASTM A-312. FITTINGS SHALL BE 304 L SCHEDULE 10S, ASTM A-240 ST. STEEL BUTT WELDING
FITTINGS CONFORMING TO ASTM A-774. FITTINGS 2 1/2" AND SMALLER SHALL BE SCHEDULE 40S, SEAMLESS, TYPE 304 L
STAINLESS STEEL SCREWED FITTINGS CONFORMING TO ASTM 403 UNLESS OTHERWISE SPECIFIED.
7. ALL S.S. PIPE FLANGES ARE TO BE SLIP ON TYPE 150 LB. AMERICAN LIGHTWEIGHT BACKUP FLANGES CONFORMING TO
A536-80, WITH SLIP-ON ANGLE RINGS. ALL PIPE FITTINGS AND JOINTS ARE TO BE RATED FOR MINIMUM 150 PSI WORKING
PRESSURE, WITH ASTM A-307, GRADE B HEX NUTS.
8. S.S. WELDED JOINTS TO BE FREE FROM EMBEDDED SCALE OR SLAG, WITH TENSILE STRENGTH AT WELD NOT LESS THAN PIPE,
USE BUTT WELDS FOR WELDED JOINTS IN FABRICATING FITTINGS, PERFORM WELDING IN ACCORDANCE WITH AWS D 7.0 AND
ANSI B31.3 HAVE ELECTRODE FOR WELDING BY SMAW PROCESS AS SPECIFIED IN ASTM CODE SECTION 11, PARK C, SFAS5, 9,
ELECTRODE CLASSIFICATION COMPATIBLE WITH STAINLESS STEEL TYPE.
9. ALL THREADED JOINTS TO CONFORM TO NPT STANDARDS, JOINTS TO BE SEALED WITH TEFLON TUBE OR THREAD SEALER.
10. ALL PIPE TO BE INSTALLED ABOVE GRADE TO BE SUPPORTED. PIPE SUPPORTS TO BE GRINNELL FIG 259 PIPE STANCHIN
SADDLE OR ENGINEER APPROVED EQUAL. MINIMUM PVC SUPPORT SPACING AT 5 FT INTERVALS UNLESS OTHERWISE SPECIFIED.
SUPPORT SPACING AT 23 FT UNLESS OTHERWISE SPECIFIED.
11. ALL AERATION PIPING TO BE INSULATED AND JACKETED.
12. ALL VALVES TO BE DEZURIK SERIES L KNIFE GATE, OR ENGINEER -APPROVED EQUAL UNLESS OTHERWISE SPECIFIED. USE
INSULATING FLANGES AND WASHERS IF CAST IRON VALVES ARE USED WITH S.S. PIPE. SEAT MATERIALS SHALL
BE 304 SS. ALL VALVES LARGER THAN 12" SHALL BE GEARED.
13. CONTRACTOR TO BE RESPONSIBLE FOR PROTECTION OF EXISTING UTILITIES.
14. CONTRACTOR TO CONFIRM EXISTING SEWER DEPTH IN FIELD. REVIEW MEASURED DEPTH WITH ENGINEER TO ALLOW FOR DESIGN
P
-/d/&)??
REVISION RECORD
NO
DATE
DESCRIPTION
01/11/2018
REVIEW FOR CONSTRUCTION ISSUE
04/01/2019
ISSUED FOR CONSTRUCTION
/3V
08/08/2019
AS -BUILT
7
MODIFICATION IF NECESSARY.
15. COORDINATE ALL ELECTRICAL, PIPING AND INSTRUCTION TIE-INS WITH OWNER. EXISTING TREATMENT PLANT TO REMAIN IN
OPERATION DURING CONSTRUCTION.
16. PLUG VALVES WHERE SPECIFIED TO BE DEZURIK ECCENTRIC PLUG VALVE, CAST IRON BODY, NBR PACKING FLANGED ASME
CLASS 150, LEVER ACTUATED.
17. BUTTERFLY VALVES WHERE SPECIFIED TO BE DEZURIK BUS RESILIENT SEATED BUTTERFLY VALVE, WAFER TYPE, DI BODY, NBR
SEAT AND SEAL, 316 SS SHAFT AND DISC.
18. CHECK VALVES TO BE RITE PRO CHECK RITE SS WAFER CHECK VALVES, EPDM SEAT OR ENGINEER APPROVED EQUAL.
19. REACTOR TANK SCREEN ASSEMBLES AND EFFLUENT MANIFOLD TO BE PROVIDED BY ENTEX. CONTRACTOR RESPONSIBLE FOR
CONNECTING PIPING AND INSTALLATION.
20. WHERE SPECIFIED HDPE ABOVEGROUND PIPE TO BE HDPE DR17 (125 psi), MATERIALS CONFORMING TO ASTM D3350 CELL
CLASSIFICATION AS APPLICABLE. PIPE TO MEET REQUIREMENTS OF ASTM F714 AND AWWA C906-15. MOLDED FITTINGS SHALL
BE MANUFACTURED AND TESTED INACCORDANCE WITH ASTM D 3261. FABRICATED FITTINGS SHALL BE IN ACCORDANCE WITH
AWWA C906.
21. DISCHARGE PIPE TO BE COVERED WITH SOIL AND LOOSE TAMP EVERY 20 FEET TO MINIMZE THERMAL EXPANSION.
22. THRUST BLOCKS OR RESTRAINED JOINTS TO BE INSTALLED WHEN INDICATED. SEE DRAWING 280 FOR THRUST
23. INSTALL VACUUM BREAK PIPING WHERE INDICATED. MATCH PIPE MATERIALS. SEE DEATIL 1, SHEET 232.
BURIED PIPE NOTES
1. THE MINIMUM ALLOWABLE TRENCH WIDTH SHALL NOT BE LESS THAN THE OUTSIDE DIAMETER OF THE PIPES PLUS EIGHT
INCHES (8"), OR 14 INCHES FOR TWO PIPES. WHERE ROCK IS ENCOUNTERED, IT SHALL BE REMOVED TO A MINIMUM DEPTH
OF FOUR INCHES (4") BELOW THE PIPE BELLS.
2. INSTALL PIPE, FITTINGS, AND ACCESSORIES IN ACCORDANCE WITH DRAWINGS.
3. WHENEVER POSSIBLE, SEWERS AND SEWER MANHOLES SHOULD BE LAID AT LEAST TEN FEET (10') HORIZONTALLY FROM ANY
EXISTING OR PROPOSED WATER MAIN. SHOULD LOCAL CONDITIONS PREVENT A LATERAL SEPARATION OF TEN FEET (10'), A
SEWER MAY BE LAID CLOSER THAN TEN FEET (10') TO THE WATER MAIN PROVIDED THAT THE BOTTOM (INVERT) OF THE
WATER MAIN SHALL BE AT LEAST EIGHTEEN (18") ABOVE THE TOP (CROWN) OF THE SEWER, AND PROVIDED THAT THE
WATER MAIN AND SEWER ARE INSTALLED IN SEPARATE TRENCHES. WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED,
THE SEWER SHALL BE CONSTRUCTED OF APPROVED WATER PIPE, PRESSURE TESTED, IN PLACE, WITHOUT LEAKAGE PRIOR
TO BACKFILLING.
4. WHENEVER SEWERS MUST CROSS UNDER WATER MAINS, THE SEWER SHALL BE LAID AT SUCH AN ELEVATION THAT THE TOP
OF THE SEWER IS AT LEAST EIGHTEEN INCHES (18") BELOW THE BOTTOM OF THE WATER MAIN. WHEN THE ELEVATION OF
THE SEWER CANNOT BE BURIED TO MEET THE ABOVE REQUIREMENTS, THE WATER MAIN SHALL BE RELOCATED TO PROVIDE
THIS SEPARATION OR THE SEWER LINE SHALL BE RECONSTRUCTED WITH DUCTILE IRON PIPE, OR PRESTRESSED CONCRETE
CYLINDER PIPE FOR A DISTANCE OF TEN FEET ON EACH SIDE OF THE WATER LINE AND SHOULD BE PRESSURE TESTED, IN
PLACE, WITHOUT LEAKAGE PRIOR TO BACKFILLING. ONE FULL LENGTH OF WATER MAIN AND SEWER MAIN SHOULD BE
CENTERED OVER THE INTERSECTION SO THAT BOTH JOINTS WILL BE AS FAR FROM EACH OTHER AS POSSIBLE.
5. THE PIPE SHALL BE LAID ON A BED OF GRANULAR MATERIAL TO PROVIDE CONTINUOUS SUPPORT FOR THE LOWER SECTION
OF THE PIPE. GRANULAR BEDDING SHALL BE #67 CRUSHED STONE. IN NO CASE SHALL THE SUPPORTING OF PIPE ON
BLOCKS BE PERMITTED.
6. IN ALL CASES FROM THE BOTTOM OF THE TRENCH, TO A POINT SIX INCHES (6") ABOVE THE PIPE SHALL BE BACKFILLED
WITH #67 CRUSHED STONE.
7. TRENCHES SHALL BE KEPT FREE OF WATER DURING THE LAYING OF PIPE AND UNTIL THE PIPELINE HAS BEEN BACKFILLED.
8. WITH ALL PIPING, THE CONTRACTOR SHALL INSTALL A TRACING TAPE WITH THE WORDS "BURIED PIPE BELOW". THE TAPE
SHALL BE INSTALLED IN SAME TRENCH AND CENTERED ABOVE THE PIPE, AND AT APPROXIMATELY ONE (1) FOOT BELOW
FINISHED GRADE. THE TAPE SHALL BE LINE GUARD TYPE II DETECTABLE, OR EQUAL.
9. WHEN LAYING OF PIPE IS STOPPED AT THE END OF THE DAY, THE EXPOSED END OF PIPE SHALL BE CLOSED WITH A
PLUG FITTED INTO THE PIPE, SO AS TO EXCLUDE EARTH OR OTHER MATERIAL AND PRECAUTIONS TAKEN TO PREVENT
FLOTATION OF PIPE BY RUNOFF OR GROUNDWATER MIGRATION INTO TRENCH.
10. ALL BACKFILLING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE DETAILS SHOWN ON THE DRAWINGS AND AS
DESCRIBED HEREIN. ANY VARIANCES MUST BE APPROVED IN WRITING BY THE OWNER AND ENGINEER.
AS BUILT
DRAWING NO.:
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F
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FBI
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JW MOUNTAIRE FARMS, INC GENERAL NOTES
FRAZER, PENNSYLVANIA
[phone] NC Firm License # C-3035 WASTEWATER TREATMENT KEGI.NET Civil & Environmental Consultants, Inc. 001
SYSTEM UPGRADE DATE: APRIL 2018 DRAWN BY: JKS A
Kv-etone NC FIRM LICENSE 1900 Center Park Drive - suite A -Charlotte, NC 28217 LUMBER BRIDGE NORTH CAROLINA DWG SCALE: NTS CHECKED BY: GPT/MDW
ENGINEERING G R O U P Ph: 980.237.0373 • Fax: [phone] PROJECT NO: 174-540
www.cecinc.com APPROVED BY: GPT SHEET OF
6 5 4 3 2 1

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PIPING COMPONENT IDENTIFIERS
ACK ALARM CHECK VALVE
AG GLOBE (ANGLE PATTERN)
H
AR AIR RELIEF VALVE
BCK BALL CHECK VALVE
BFP BACKFLOW PREVENTER VALVE
BF BUTTERFLY VALVE
BA BALL VALVE
BS BLIND SPACER
BD BLOWDOWN VALVE
CA ANGLE CHECK VALVE
CD DUAL PLATE CHECK VALVE
CK CHECK VALVE
CL CHECK LIFT VALVE
CS SWING CHECK VALVE
CT TILTING DISK
CID DIAPHRAGM CHECK VALVE
DP DIAPHRAGM
DV DELUGE VALVE
EXJ EXPANSION JOINT
EWS EYE WASH STATION
G
FB FLUSH BOTTOM
FH FIRE HOSE
FHC FIRE HOSE CABINET
FLT FILTER
FXH FLEXIBLE HOSE
GA GATE VALVE
GLK GREYLOCK FITTING
GL GLOBE VALVE
HYD HYDRANT
ISD ISOLATION DAMPER
ISV ISOLATION VALVE
KG KNIFE GATE VALVE
NC NORMALLY CLOSED
ND NEEDLE VALVE
NO NORMALLY OPEN
OS OPEN SPACER
OR ORIFICE DRAIN
F
PC PINCH/CLAMP
PL PLUG VALVE
PR PRESSURE RELIEF VALVE
QCON QUICK DISCONNECT
RV RELIEF VALVE
RT ROOT VALVE
Sc STOP CHECK VALVE
SCN SCREEN
SHR SHOWER
SH SHUTDOWN VALVE
SIL SILENCER
SLG SLUICE OR SLIDE GATE
SLV2 2-WAY SOLENOID VALVE
SLV3 3-WAY SOLENOID VALVE
SLV4 4-WAY SOLENOID VALVE
SP SPECIAL
SPGR SPARGER
STIR STRAINER
E
TRP TRAP
VAR VACUUM BREAKER WITH AIR
RELEASE VALVE
VTV VENT VALVE
YG GLOBE (T-PATTERN)
YSTR Y-STRAINER
7 1
VALVE AND ACCESSORIES SYMBOLS
S
3-WAY VALVE 2-WAY SOLENOID
4-WAY PLUG VALVE 51
3-WAY SOLENOID
AIR RELEASE/ADDITION
4-WAY SOLENOID
ANGLE BLOWDOWN
6 1 5
PIPING SYMBOLS & ACCESSORIES
D�hD4
BACK PRESSURE REGULATOR
ANGLE VALVE
CYLINDER OPEN/CLOSE
BACK FLOW PREVENTER
BALL VALVE
43
CYLINDER THROTTLING
BALL CHECK VALVE
* I
BUTTERFLY VALVE
DIAPHRAGM OPEN/CLOSE
DIAPHRAGM VALVE
DIAPHRAGM THROTTLING
CHEMICAL INJECTION
/CHECK VALVE
ELECTRIC OPEN/CLOSE
FOOT VALVE
(POLYMER FEEDERS)
M
4f 5f
FOUR OR FIVE FUNCTION VALVE
ELECTRIC THROTTLING
(CHEMICAL METERING PUMP)
GATE VALVE
HAND CONTROL
GLOBE VALVE
PILOT LINE
KNIFE GATE VALVE
PRESSURE REGULATOR
NEEDLE VALVE
(SELF CONTAINED)
PINCH VALVE
PRESSURE REGULATOR
WITH REMOTE
PLUG VALVE
SWING CHECK VALVE
PRESSURE/VACUUM
RELIEF VALVE (PSV)
PRES
VAC
TO ATMOSPHERE
WAFER CHECK
PROCESS EQUIPMENT SYMBOLS
U
FLOAT ULTRASONIC CHEMICAL TRENCH DRAIN
SWITCH SENSOR TOTE WITH
D CONTAINMENT
1
0■
L7 ■
0■
Y T
DRAIN TO FLOOR DRAIN TOP ENTRY SIDE ENTRY
BUCKET MIXER MIXER
vwtnr 1 J
CENTRIFUGAL PROGRESSING CENTRIFUGAL DIAPHRAGM
SUMP PUMP CAVITY PUMP PUMP PUMP
o O ID
O
f
CHEMICAL CENTRIFUGAL ROTARY BASKET
METERING BLOWER COMPRESSOR STRAINER
PUMP
E= flm
STATIC HEAT SCREW CONVEYOR
MIXER EXCHANGER CONVEYOR
DOME TOP
TANK
FLAT TOP
TANK
8
OPEN TOP
TANK
EQUIPMENT & COMPONENT
NUMBERING CONVENTION
T - 1201
SEQUENTIAL NUMBER
COMPONENT IDENTIFIER
EQUIPMENT EQUIPMENT WILL BE PURCHASED BY TAG
NUMBER AND WILL NOT REQUIRE A MATERIAL
ID.
PIPING PIPING VALVES AND MISCELLANEOUS PIPING
COMPONENTS COMPONENTS SUCH AS TRAPS AND
STRAINERS WILL BE PURCHASED BY
MATERIAL ID. THIS MATERIAL ID WILL BE
SHOWN DIRECTLY BELOW THE TAG NUMBER.
VALVE IDENTIFICATION
V-5112
VALVE TYPE VALVE ID
NUMBER
EQUIPMENT NUMBERS
®
BREATHER
CONCENTRIC REDUCER
COUPLING
®
DIAPHRAGM SEAL
DETONATION ARRESTOR
ECCENTRIC REDUCER
EJECTOR OR EDUCTOR
EXPANSION JOINT
ELECTRO-PNEUMATIC
P
CONVERTER
(CURRENT TO PRESSURE)
FEMALE HOSE CONNECTOR
FLAME ARRESTOR
FLANGE CONNECTION
FLEXIBLE COUPLING
FLUSH CONN. w/ QUICK
COUPLING
�S
IN -LINE SILENCER
LG
LEVEL SIGHT GLASS
1
D--►���Q
MAGMETER FLOWMETER
WITH REDUCERS
5D 3D
4
NSTRUMENTATION SYMBOLS
OX LOCALLY MOUNTED
MALE HOSE CONNECTOR INSTRUMENT
(X = FUNCTION, IF NEEDED)
ORIFICE PLATE MAIN PANEL MOUNTED
INSTRUMENT
PIPING -TO -TUBING OR HOSE
w/QUICK COUPLING BACK OF MAIN
PANEL MOUNTED
INSTRUMENT
PULSATION DAMPENER e MOTOR CONTROL
CENTER MOUNTED
INSTRUMENT
FI ROTOMETER W/ RATE SET COMPUTER
INTERFACED
INSTRUMENT
SAFETY SHOWER/ H/HH COMPUTER DISPLAYED
EYE WASH L/LL ALARMS
INSTRUMENTS SHARING
SIGHT FLOW INDICATOR COMMON HOUSING
Co (i.e. INTEGRAL XMTR)
SPRAY NOZZLE PILOT LIGHT
(X = LENS COLOR)
❑T STEAM TRAP RELAY LOGIC
OI INTERLOCK IN
PANEL
3
INSTRUMENT IDENTIFICATION
FIRST LETTER
PROCESS VARIABLE
SECOND LETTER
MODIFIER
SUCCEEDING
LETTERS
A
ANALYSIS
ALARM
ALARM
B
BURNER
BATCH
C
CONTROL
CONTROL
CONTROL
D
DENSITY
DIFFERENTIAL
DRIVE
E
VOLTAGE
ELEMENT
ELEMENT
F
FLOW
RATIO
G
GAUGING (DIM)
GAUGE/GLASS
H
HAND
HIGH
I
CURRENT
INDICATE
INDICATE
J
POWER
SCAN
K
TIME
L
LEVEL
LOW/LIGHT
0
OPERATING
ORIFICE
P
PRESSURE
POINT
Q
QUANTITY
TOTALIZE
R
RADIATION
RECORD/PRINT
S
SPEED
SAFETY/SWITCH
SWITCH
T
TEMPERATURE
TRANSMIT
TRANSMIT
U
MULTI —VARIABLE
MULTI —FUNCTION
MULTI —FUNCTION
V
VIBRATION
VISCOSITY
VALVE
W
WEIGHT (FORCE)
WELL
X
ISOLATION
VIDEO
RELAY/COMPUTE
Y
TORQUE
Z
POSITION
ACTUATE
® THERMAL SHUT OFF VALVE
R
MOTOR CONTROL
�THRU WALL OR FLOOR
INSTRUMENTATION INSTALLATION NOTES:
UNION 1. PIPING ARRANGEMENTS SHOWN ARE SCHEMATIC. INSTRUMENT LOCATIONS ARE APPROXIMATE. THEY MAY BE MOUNTED ON ADJACENT COLUMNS,
WALLS OR STRUCTURE. CAUTION SHOULD BE USED TO AVOID STRUCTURAL MEMBERS THAT ARE SUBJECT TO VIBRATION.
2. ALL FIELD INSTRUMENTS NOT INTEGRAL WITH PROCESS PIPING ARE TO BE LOCATED 4'-6" FROM FLOOR OR PLATFORM UNLESS OTHERWISE
NOTED.
US
VENT SILENCER 3. PROCESS CONNECTIONS TO FIELD MOUNTED EQUIPMENT ARE TO BE SLOPED A MINIMUM OF 1/4" PER FOOT. SLOPE TOWARD PROCESS
CONNECTION FOR GASES, AWAY FROM PROCESS CONNECTIONS FOR STEAM AND LIQUID APPLICATIONS. LOW POINT DRAINS AND HIGH POINT
c WELD-O-LET n
THRD-O-LET
OR SADDLE
Y-STRAINER
LINE NUMBERING CONVENTION
4"-C900 PVC-DR-001
MATERIAL
ALM
ALUMINUM PIPE
BPT
BRAIDED PLASTIC TUBING
CIP
CAST IRON PIPE
CIS
CAST IRON SOIL PIPE
CM
CHROME/MOLY
CMH
CHEMICAL HOSE
CN
CONCRETE
CPVC
CHLORINATED POLYVINYL
CHLORIDE PIPE
CMC
CORRUGATED METAL
CULVERT PIPE
CMP
CORRUGATED METAL PIPE
CS
CARBON STEEL
CU
COPPER
DI
DUCTILE IRON
FRP
FIBERGLASS REINFORCED
PLASTIC PIPE
GS
GALVANIZED STEEL
KLS
KYNAR LINED STEEL PIPE
NI
NICKEL
NEO
NEOPRENE HOSE
NLS
NEOPRENE LINED STEEL PIPE
FIRST
NUMBER — PROCESS
SECOND NUMBER — DEVICE
1 —
RAW WASTEWATER
1 —
VALVES
2 —
PRIMARY SETTLING
2
— TANKS
3 —
PUMPING STATION
3
— INSTRUMENTATION
4 —
PLANT REUSE
4
— MOTOR
5 — BIOLOGICAL TREATMENT
6 — SECONDARY SETTLING
7 — SLUDGE (WAS) HANDLING
PE
PEP
PLS
POP
PVC
RUB
RCC
RCP
RHS
SS
TEF
TLS
TYB
TYG
VENTS WILL BE PROVIDED AS SHOWN ON THE INSTRUMENT DRAWINGS.
4. ALL TUBING SHALL BE INSTALLED AS TO PRESERVE MAXIMUM CLEARANCE AND HEADROOM. ROUTING SHOULD NOT INTERFERE WITH PLANT
MAINTENANCE AND OPERATIONS.
5. UNSUPPORTED AND/OR UNPROTECTED INDIVIDUAL TUBING RUNS WILL BE IN 1 1 /2" x 1 1 /2" x 1 /8" CHANNEL. CONTRACTOR TO FIELD ROUTE
AND SUPPORT CHANNEL AS NECESSARY.
6. INSTRUMENT SIGNAL WIRING SHALL NOT BE RUN IN THE SAME CONDUIT AS POWER WIRING.
7. SPLICING OF INSTRUMENT SIGNAL WIRES WILL NOT BE ALLOWED.
8. SHIELDING FOR INSTRUMENT SIGNAL WIRES ARE TO BE GROUNDED AT THE CONTROL PANEL ONLY.
TAG NUMBER REFERENCE EQUIPMENT COMPONENT IDENTIFIERS
ABS ABSORBER CLDR CYLINDER MEL MIST ELIMINATOR
XX
ACT
ACTIVATOR
DMP
DAMPER
MIX
MIXER
ACC
ACCUMULATOR
DEA
DEAERATOR
OGN
OIL GUN
4250
AER
AERATOR
DCB
DECARBONATOR
POND
POND
AGT
AGITATOR
DHU
DEHUMIDIFIER
PCP
PRECIPITATOR
AV
ACTUATED VALVE
DIN
DEMINERALIZER
PRS
SLUDGE FILTER PRESS
AHU
AIR HANDLING UNIT
DSH
DESUPERHEATER
PVR
PULVERIZER
UNIQUE NUMBER SEQUENCE
ACU
AIR CONDITIONING
DRUM
DRUM
P
PUMP
SEQUENTIAL NUMBER
PACKAGE UNIT
DRY
DRYER
PFR
PURIFIER
EQUIPMENT TYPE ID NUMBER
PIPE LINE GROUP SERVICE
AL
AIR LOCK
DCOL
DUST COLLECTOR
RCV
RECEIVER
PROCESS ID NUMBER
ASLD
AIR SLIDE
ECON
ECONOMIZER
RGTR
REGENERATOR
PIPE MATERIAL
ANN
ANNUNCIATOR
EDR
EDUCATOR
RH
REHEATER
NOMINAL SIZE OF PIPE
ATZ
ATOMIZER
ENG
ENGINE
RPD
RUPTURE DISK
PROCESS ID NUMBER
ATM
ATTEMPERATOR
EJR
EJECTOR
SAMPLER
SAMPLER
1 - INFLUENT WASTEWATER
BSN
BASIN
EC
ELECTROLYTIC CELL
SPNL
SAMPLE PANEL
PUMPING STATION
BIN
BIN
EVAP
EVAPORATOR
SCN
SCREEN
2 - PRIMARY SETTLING
BS
BLIND SPACER
EXC
EXCITER
SEP
SEPARATOR
BLO
BLOWER
FAN
FAN
SILO
SILO
3 - PUMPING STATION
4 - PLANT REUSE
BLR
CHU
BOILER
CHILLER UNIT
FAR
FCL
FLAME ARRESTOR
FLUID COUPLING
SLR
SKID
SLAKER
SKID
5 - BIOLOGICAL TREATMENT
CHL
CHLORINATOR
FDR
FEEDER
SKR
SKIMMER
HDPE DR11 (4710)
CLF
CLARIFIER
FLT
FILTER
SBLO
SOOT BLOWER
POLYETHYLENE PIPE
6 - SECONDARY SETTLING
CLW
CLEARWELL
GEN
GENERATOR
STK
STACK
POLYPROPYLENE LINED STEEL
7 - SLUDGE/WAS HANDLING
CL
COIL
GSC
GLAND STEAM CONDENSER
STKR
STACKER
PIPE
POLYPROPYLENE PIPE
COL
COLLECTOR
HTR
HEATER
STR
STRAINER
POLYVINYL CHLORIDE PIPE
CMP
COMPRESSOR
HX
HEAT EXCHANGER
STRC
STACKER/RECLAIMER
RUBBER HOSE
EQUIPMENT TYPE ID NUMBER
COND
CONDITIONER
HCL
HEATING COIL
SJAE
STEAM JET AIR EJECTOR
REINFORCED CONCRETE
1 - VALVES
CDU
CONDENSING UNIT
HST
HOIST
SUMP
SUMP
CULVERT PIPE
REINFORCED CONCRETE PIPE
2 - TANKS
CONR
CONDITIONER
HOOD
HOOD
SH
SUPERHEATER
REINFORCED HOSE
3 - INSTRUMENTATION
CONT
CONTAINMENT
HPR
HOPPER
SF
SUPPLY FAN
STAINLESS STEEL PIPE
STAINLESS
CNVR
CONVEYOR
HUM
HUMIDIFIER
TK
TANK
TEFLON TUBING
4 - MOTORS
TEFLON LINED STEEL PIPE
CLR
COOLER
IGN
IGNITOR
TWR
TOWER
TYGON TUBING (BRAIDED)
CTW
COOLING TOWER
IX
ION EXCHANGER
TRB
TURBINE
TYGON TUBING (UNBRAIDED)
THIRD/FOURTH NUMBER
CPN
CORROSION COUPON
LSL
LINK SEAL
TGR
TURNING GEAR
(SEQUENTIAL ORDERING, LEFT
COUP
COUPLING
LVR
LOUVER
VAR
VAPOR ARRESTOR
TO RIGHT/TOP TO BOTTOM)
CRN
CRANE
LU
LUBRICATOR
VX
VAPOR EXTRACTOR
CRSH
CRUSHER
MH
MANHOLE
VAV
VARIABLE AIR VOLUME
01 THROUGH 99
CYCL
CYCLONE
WDW
WINDOW
WIN
WINCH
SERVICE NAMES &
ABREVIATIONS
AC
HEATING VENTILATION & AIR CONDITIONING CS CONDENSATE MAKEUP & STORAGE
GH
GENERATOR HYDROGEN
AH
ASH CONDITIONING
CT CHEMICAL TREATMENT
GS
GENERATOR SEAL OIL
AS
AUXILIARY STEAM
CV CONDENSER, VACUUM
HB
HEATER BLEED
THIRD & FOURTH NUMBER
AV
ATMOSPHERIC VENT
CW CITY WATER (POTABLE)
HD
HEATER DRAIN
SEQUENTIAL NUMBERING
BA
BREATHING AIR
CWR COOLING WATER RETURN
HO
HYDRAULIC OIL
BD
BLOWDOWN
CWS COOLING WATER SUPPLY
HR
HEATER RELIEF
BF
BOILER FUEL
DMW DEMINERALIZED WATER
HV
HEATER VENT
BFW
BOILER FEED WATER
DR DRAIN LINE
IA
AIR INSTRUMENT AIR
BG
BOILER AIR AND GAS
DW DRINKING WATER
LS
LOW PRESSURE STEAM
BS
BOILER STEAM
ES ELECTRIC SUPPLY
MW
MAKEUP WATER
CA
COMPRESSED AIR
(ES -VOLTAGE)
MS
MEDIUM PRESSURE STEAM
CC
CONTAINMENT CONDENSATE
FG FUEL GAS
NG
NATURAL GAS
CO
CARBON DIOXIDE
FO FUEL OIL
PA
PLANT AIR
CH
COAL HANDLING
FP FIRE PROTECTION
PD
PLANT DRAINS
CM
CONDENSATE
FW FIRE WATER
PW
PROCESS WATER
CNG
COMPRESSED NATURAL GAS
RD
ROOF DRAINS
SY n.
REVISION RECORD
NO DATE DESCRIPTION
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NC Firm License # C-3035
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KEGI.NET
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1900 Center Park Drive - Suite A -Charlotte, NC 28217
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7 6 5 4
2 1
CONTROL VALVE ACTUATOR SYMBOLS
TMANUAL OPERATOR
DIAPHRAGM
PRESSURE BALANCED DIAPHRAGM
HANDWHEEL WITH ACTUATOR
CYLINDER - PISTON
M
MOTOR OPERATOR
E/H
ELECTRO-HYDRAULIC
S SINGLE SOLENOID
S
M SINGLE SOLENOID - MANUAL RESET
S
SINGLE SOLENOID - REMOTE RESET
R
INSTRUMENT SUPPLY
(CONNECTION
TO PROCESS)
# # # PNEUMATIC SIGNAL
SOFTWARE OR DATA LINE
MECHANICAL LINK
- - DOUBLE WALL PIPE SYSTEM
INSULATED PIPING
CAPILLARY TUBING (FILLED SYSTEM)
- - - - ELECTRICAL SIGNAL
INTERFACE LINK
BINARY ELECTRICAL SIGNAL
HYDRAULIC SIGNAL
ELECTROMAGNETIC OR SONIC SIGNAL
IA INSTRUMENTATION AIR SUPPLY
PIPING LINE SYMBOLS
PRIMARY PIPING
SECONDARY PIPING
EXISTING PIPING
sCQ►
SLOPE PIPING
► TEMPORARY PIPING
- - -
_01110 HEAT TRACED PIPING
TIE-IN POINT
OFF —PAGE
CONNECTOR
RS
RAW SEEP
RW
RAW WATER
SA
SERVICE AIR
DRAWING P403
DRAWING P404
SC
STEAM CONDENSATE
CONNECTOR
CONNECTED TO
CONNECTOR CONNECTED FROM
SO
SEAL OIL
NUMBER
DRAWING NUMBER
NUMBER DRAWING NUMBER
SS
SANITARY SEWER
STS
STORM SEWER
SW
SERVICE WATER
101
P404
101 P403
WT
WASTE WATER TREATMENT
FROM T-100
TO P-100
WW WASTE WATER
FROM
TO
EQUIPMENT
EQUIPMENT
NUMBER
NUMBER
1
ABBREVIATIONS
ATC
AIR TO CLOSE
H
ATO
AIR TO OPEN
Al
ANALOG INPUT
AO
ANALOG OUTPUT
AVG
AVERAGE
B/EL.
BOTTOM ELEVATION
BLD'G.
BUILDING
BOG
BIOGAS
CENTERLINE
C&R
COATED & WRAPPED
(BURIED SECTIONS)
C.W.L.
CONTROL WATER LEVEL
CFM
CUBIC FEET/MINUTE
0 OR DIA.
DIAMETER
DI
DIGITAL INPUT
DO
DIGITAL OUTPUT
DWG.
DRAWING
ECC.
ECCENTRIC
E&C
E&C MANAGEMENT
SERVICES INC.
G
EL.
ELEVATION
ETC
ENERGIZE TO CLOSE
ETO
ENERGIZE TO OPEN
FC
FAIL CLOSE
FLP
FAIL IN LAST POSITION
FO
FAIL OPEN
FRL
FILTER/REGULATOR/
LUBRICATOR
FLR.
FLOOR
FD
FLOOR DRAIN
GAL.
GALLON(S)
GPD
GALLONS/DAY
GPH
GALLONS/HOUR
GPM
GALLONS/MINUTE
GRAV.
GRAVITY FLOW
HT&I
HEAT TRACE & INSULATED
HI
HIGH
H.W.L.
HIGH WATER LEVEL
F
HP
HORSEPOWER
HB
HOSE BIBB
I.D.
INSIDE DIAMETER
IA
INSTRUMENT AIR
IN
INSTRUMENT NITROGEN
INV.
INVERT
LO
LOW
LWL
LOW WATER LEVEL
MBG
MEDIUM BTU GAS
MH
MANHOLE
MW
MANWAY
NC
NORMALLY CLOSED
NO
NORMALLY OPEN
N.W.L.
NORMAL WATER LEVEL
O.D.
OUTSIDE DIAMETER
PSIG
POUNDS/SQUARE INCH
GAUGE
R. OR RAID.
RADIUS
E
RED.
REDUCER
RED'G.
REDUCING
SCH.
SCHEDULE
S.P.
SET POINT
S.W.H.
SIDE WALL HEIGHT
S.W.D.
SIDE WATER DEPTH
SCR
SILICON CONTROLLED
RECTIFIER
SP.GR.
SPECIFIC GRAVITY
SQ.
SQUARE
STD.
STANDARD
SCFM
STANDARD CUBIC FEET/
MINUTE
SWP
STANDARD WEIGHT
(STEEL PIPE)
T/EL.
TOP ELEVATION
TDH
TOTAL DYNAMIC HEAD
VAC
VACUUM
D
V.O.V.
VALVE ON VERTICAL
VFD
VARIABLE FREQUENCY
DRIVE
VS
VARIABLE SPEED
W.C.
WATER COLUMN
W.D.
WATER DEPTH
W.L.
WATER LEVEL
W.V.
WORKING VOLUME
XS
EXTRA STRONG
(STEEL PIPE)
NOTES:
1. THIS IS A GENERALIZED LEGEND SHEET.
THIS PROJECT MAY NOT USE ALL
INFORMATION SHOWN.
2. INSTRUMENTATION SYMBOLS AND
IDENTIFICATION ARE BASED ON PROCESS
INDUSTRY PRACTICES (PIP) STANDARDS
AS BUILT
DRAWING NO.:
MOUNTAIRE FARMS, INC PROCESS & INSTRUMENTATION
WASTEWATER TREATMENT LEGEND SHEET
SYSTEM UPGRADE DATE: APRIL 2018 DRAWN BY: JKS 002
LUMBER BRIDGE, NORTH CAROLINA DWG SCALE: NTS CHECKED BY: GPT/MDW
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DATE
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REVISED NEW DAF NOTE
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1900 Center Park Drive - Suite A - Charlotte, NC 28217 LUMBER BRIDGE, NORTH CAROLINA DWG SCALE:
Ph: 980.237.0373 • Fax: [phone] PROJECT NO:
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DESIGN FLOW:
800 GPM @ 68 FT
DESIGN FLOW:
800 GPM © 68 FT
(DEDICATED FLOW TO T-2202)
(DEDICATED FLOW TO T-2203)
NC Firm License # C-3035
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 • Fax: [phone]
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DRAWING NO.:
MOUNTAIRE FARMS, INC PROCESS & INSTRUMENTATION DIAGRAM
WASTEWATER TREATMENT Oil
SYSTEM UPGRADE DATE: APRIL 2018 DRAWN BY: JKS
LUMBER BRIDGE, NORTH CAROLINA DWG SCALE: CHECKED BY: GPT/MDW
PROJECT NO: 174-540
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DATE DESCRIPTION
01/11/2019 REVIEW FOR CONSTRUCTION ISSUE
04/01/2019 ISSUED FOR CONSTRUCTION
08/01/2019 AS -BUILT
7
T-2201
(PRIMARY DAF 'A')
MANUFACTURER: SORIN
HYD LOAD RATE: 800 GPM
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NC- FIRMLICENSE
AV
NC Firm License # C-3035
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 •Fax: [phone]
MOUNTAIRE FARMS, INC
WASTEWATER TREATMENT
SYSTEM UPGRADE
LUMBER BRIDGE, NORTH CAROLINA
PROCESS &INSTRUMENTATION DIAGRAM
012
A
DATE: APRIL 2018
DRAWN BY: JKS
DWG SCALE:
CHECKED BY: GPT/MDW
PROJECT NO: 174-540
APPROVED BY: GPT
WWW.cecinc.com
SHEET OF
5
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- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------J
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NO
DATE
DESCRIPTION
Al
08/16/2018
REVISED NEW DAF NOTE
A
01/11/2019
REVIEW FOR CONSTRUCTION ISSUE
04/01/2019
ISSUED FOR CONSTRUCTION
A4\
08/01/2019
AS -BUILT
7
U.
T-2203
(PRIMARY DAF 'C')
MANUFACTURER: SORIN
HYD LOAD RATE: 800 GPM
SOLIDS LOAD RATE: ???
MATERIAL: STAINLESS STEEL
FRAZER, PENNSYLVANIA
[phone]
Keystone FI ET
INCNC FIRM LICENSE
ENGINEERING GROUP #C-4604
5
0
MANUFACTURER: MOYNO
MODEL: 356
TYPE: PROS. CAVITY
MOTOR: 2HP TEFC
FLOW RATE:
T-2204
(PRIMARY DAF 'D')
MANUFACTURER: SORIN OR ENGINEER APPROVED EQUAL
HYD LOAD RATE: 800 GPM
SOLIDS LOAD RATE: ???
MATERIAL: STAINLESS STEEL
AS BUILT
0 Q2
DRAWING NO.:
'W AF/7
MOUNTAIRE FARMS, INC PROCESS & INSTRUMENTATION DIAGRAM
NC Firm License # C-3035 WASTEWATER TREATMENT 013
Civil & Environmental Consultants, Inc. SYSTEM UPGRADE DATE: APRIL 2018 DRAWN BY: JKS
1900 Center Park Drive - Suite A - Charlotte, NC 28217 LUMBER BRIDGE, NORTH CAROLINA DWG SCALE: CHECKED BY: GPT/MDW
Ph: 980.237.0373 • Fax: [phone] PROJECT NO: 174-540
www.cecinc.com APPROVED BY: GPT SHEET OF
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3301 3301
LI IN ZI YI YA IN ZI YI YA IN ZI YI YA IN ZI YI YA FI
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I I I
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INSTALL NEW 10" CHECK VALVE,
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VALVE. MODIFY PIPING AS NEEDED
FOR CHECK VALE
COORDINATE TIIEv N I WITHLOWN R
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V-4101
INSTALL NEW 10" CHECK VALVE,
NEW 10" TEE IN VERTICAL LINE AND
VALVE. MODIFY PIPING AS NEEDED
FOR CHECK VALVE INSTALLATION.
COORDINATE TIE—IN WITH OWNER
B
T-3201
P-3401
P-3402
P-4401
ABOVEGROUND SUMP
MBBR FEED PUMP No. 1
MBBR FEED PUMP No. 1
PLANT REUSE PUMP No. 1
VOLUME: 17,000 GAL
PUMP MAN.:
GORMAN RUPP
PUMP MAN.:
GORMAN RUPP
PUMP MAN.:
GOULDS
MATERIAL: STAINLESS STEEL
PUMP MODEL:
T10A-60S-13
PUMP MODEL:
T10A-60S-13
PUMP MODEL:
66SV41 GF30
PUMP TYPE:
CENT.
PUMP TYPE:
CENT.
PUMP TYPE:
CENT.
PUMP MOTOR:
30 HP (VFD)
PUMP MOTOR:
30 HP (VFD)
PUMP MOTOR:
40 hp
DESIGN FLOW:
2250 GPM @ 36 FT
DESIGN FLOW:
2250 GPM @ 36 FT
DESIGN FLOW:
350 GPM
e
t/��9
n
REVISION RECORD
NO
DATE
DESCRIPTION
Q
01/11/2019
REVIEW FOR CONSTRUCTION ISSUE
Q
01/31/2019
REVIEW FOR CONSTRUCTION ISSUE
3
04/01/2019
ISSUED FOR CONSTRUCTION
/4\
08/01/2019
1 AS -BUILT
7
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Keystone ""*�
ENGINEERING GROUP
I
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1105 V-4106
V-4104
P-4402
PLANT REUSE PUMP No. 1
PUMP MAN.:
GOULDS
PUMP MODEL:
66SV41 GF30
PUMP TYPE:
CENT.
PUMP MOTOR:
40 hp
DESIGN FLOW:
350 GPM
AS BUILT
2
Al
DRAWING NO.:
H
G
F
E
C
0
AV AV AIF
FRAZER, PENNSYLVANIA
[phone]
KEGI.NET
NC- FIRMLICENSE
AV
NC Firm License # C-3035
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 •Fax: [phone]
MOUNTAIRE FARMS, INC
WASTEWATER TREATMENT
SYSTEM UPGRADE
LUMBER BRIDGE, NORTH CAROLINA
PROCESS &INSTRUMENTATION DIAGRAM
014
A
DATE: APRIL 2018
DRAWN BY: JKS
DWG SCALE:
CHECKED BY: GPT/MDW
PROJECT NO: 174-540
APPROVED BY: GPT
[e-mail]
SHEET OF
5
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V-5104 V-5105 V-5106 WW FEED (MBBR #2)
5 PIPE 1 2 PIPE
DIAMETERS DIAMETERS
CLEAR CLEAR
V-5102/5401 V-5105/5402
MBBR No. 1 PINCH VALVE 0 MBBR No. 2 PINCH VALVE 0
MAN.: ONYZ OR ENGINEER APPROVED EQUAL MAN.: ONYZ OR ENGINEER APPROVED EQUAL
MODEL: 16" SERIES DEC MODEL: 16" SERIES DEC
TYPE: FULL ROUND PORT TYPE: FULL ROUND PORT
PORT SIZE: 16" X 10" X 10" RED.PORT PORT SIZE: 16" X 10" X 10" RED.PORT
ACTUATOR: EIM ELECTRIC ACTUATOR: EIM ELECTRIC
SLEEVE MAT: EPDM SLEEVE MAT: EPDM
rr q.
REVISION RECORD
NO DATE DESCRIPTION
t f
J°
gyp: 08/16/2018 ADDED ENGINEER APPROVED EQUAL
B-5403 Q
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MAN.: (EXCELSIOR OR ENGINEER APPROVED EQUAL
MODEL: HE 250 CDL 700
TYPE: SCREW P.D.
FLOW RATE: 4400 SCFM ® 15 PSIG
MOTOR FLA: 515A @ 460V
A 01/11/2019 REVIEW FOR CONSTRUCTION ISSUE FRAZER PENNSYLVANIA
I;6 2
04/01/2019 ISSUED FOR CONSTRUCTION [phone]
t' = o. ` 08ro1/2019 AS -BUILT KEGI NET
4+/t/Z,31?
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Keystone NC FIRM LICENSE
#C-4604
ENGINEERING GROUP
5
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MAN.: (7EX�C�ELSIORNGINE
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H250 CDL 700
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TYPE:
SCREW P.D.
MODEL:
HE 250 CDL 700
FLOW RATE:
4400 SCFM @ 15 PSIG
TYPE:
SCREW P.D.
MOTOR FLA:
515A ® 460V
FLOW RATE:
4400 SCFM © 15 PSIG
MOTOR FLA:
515A ® 46 0 V .. .. .. .. .. .. .. .. .. .. ..
I AV AVAV
AV
A
NC Firm License # C-3035
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
DRAWING NO.:
MOUNTAIRE FARMS, INC PROCESS & INSTRUMENTATION DIAGRAM
WASTEWATER TREATMENT 015
SYSTEM UPGRADE DATE: APRIL 2018 DRAWN BY: JKS
LUMBER BRIDGE, NORTH CAROLINA DWG SCALE: CHECKED BY: GPT/MDW
PROJECT NO: 174-540
APPROVED BY: GPT SHEET OF
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A A A A 1 1"0 AIR SUPPLY LINE I I I I I 1
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MAN.:
TBD
MAN.:
TBD
TYPE:
BOLTED 304SS
TYPE:
BOLTED 304SS
VOLUME:
445,000 GALLON
VOLUME:
445,000 GALLON
DIAMETER:
51'-6 7/8"
DIAMETER:
51'-6 7/8"
HEIGHT:
35 FT (SWD @ 29 FT)
HEIGHT:
35 FT (SWD @ 29 FT)
REVISION RECORD
DATE
DESCRIPTION
01/11/2019
REVIEW FOR CONSTRUCTION ISSUE
01/31/2019
REVIEW FOR CONSTRUCTION ISSUE
04/01/2019
ISSUED FOR CONSTRUCTION
08/01/2019
AS -BUILT
7
U.
Keystone "*�
ENGINEERING GROUP
DRAWING NO.:
H
G
F
E
C
0
AV
VIA
A F /F
MOUNTAIRE FARMS, INC
PROCESS & INSTRUMENTATION DIAGRAM
FRAZER, PENNSYLVANIA
[phone]
NC Firm License # C-3035
WASTEWATER TREATMENT
016
KEGI.NET
Civil & Environmental Consultants, Inc.
SYSTEM UPGRADE
A
NC- FIRMLICENSE
1900 Center Park Drive - Suite A - Charlotte, NC 28217
LUMBER BRIDGE, NORTH CAROLINA
DATE: APRIL 2018
DRAWN BY: JKS
DWG SCALE:
CHECKED BY: GPT/MDW
Ph: 980.237.0373 •Fax: [phone]
PROJECT NO: 174-540
WWW.cecinc.com
APPROVED BY: GPT
SHEET OF
5
4
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H
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EXISTING EXISTING FEED EXISTING EXISTING EXISTING
EQUALIZATION FORWARD TRANSFER SORIN DAF SORIN DAF SORIN DAF
PUMPS
BASIN 'B " "C "
(TYP FOR 4)
REVISION RECORD
NO DATE DESCRIPTION
Q 08/16/2018 REVISED NEW DAF NOTE
01/11/2019 REVIEW FOR CONSTRUCTION ISSUE
04/01/2019 ISSUED FOR CONSTRUCTION
Q 08/01/2019 AS -BUILT
8 7
v v v v v v v v
NEW DAF 'D "
(WORLD WATER WORKS OR
ENGINEER APPROVED EQUAL)
Al
EXISTING
CLARIFIER
AS BUILT
MOUNTAIRE FARMS, INC
FRAZER, PENNSYLVANIA
[phone] NC Firm License # C-3035 WASTEWATER TREATMENT
KEGI.NET Civil & Environmental Consultants, Inc. SYSTEM UPGRADE
Keystone DATE:
#C-4160[+ LICENSE 1900 Center Park Drive - suite A -Charlotte, NC 28217 LUMBER BRIDGE, NORTH CAROLINA DWG SCALE:
ENGINEERING G R O U P Ph: 980.237.0373 • Fax: [phone] PROJECT NO:
www.cecinc.com APPROVED BY:
6 5 4 3 2
LEGEND
A
FF
FINISHED FLOOR
I.E.
INVERT ELEVATION
SL
STATIC WATER LEVEL
TOP
TOP OF PIPE
TOT
TOP OF BANK
WL
WATER LEVEL
3.2 MGD DESIGN FLOW
2.55 MGD DESIGN
DRAWING NO.:
HYDRAULIC PROFILE
H
r
F
E
ri.
C
APRIL 2018 DRAWN BY: JKS 040 A
CHECKED BY: GPT/MDW
174-540
GPT SHEET OF
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230
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EXISTING WORLD
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Keystone
ENGIN EERING
FRAZER, PENNSYLVANIA
[phone]
KEGI.NET
NC FIRM LICENSE
#C-4604
G R O U P
AJV
- -
JAW
NC Firm License # C 3035
Civil & Environmental Consultants Inc
° 1900 Center Park Drive - Suite A -Charlotte NC 28217
Ph: 980.237.0373 • Fax: [phone]
WWW.cecinc.com
MOUNTAIRE FARMS INC
WASTEWATER TREATMENT
SYSTEM UPGRADE
LUMBER BRIDGE, NORTH CAROLINA
I
HYDRAULIC PROFILE
DRAWING NO.:
041
SHEET OF
NO
DATE
DESCRIPTION
o
01/11/2019
REVIEW FOR CONSTRUCTION ISSUE
Q
04/01/2019
ISSUED FOR CONSTRUCTION
3
08/01/2019
AS -BUILT
DATE: APRIL 2018
DRAWN BY: JKS
DWG SCALE:
CHECKED BY: GPT/MDW
PROJECT NO: 174-540
I APPROVED BY: GPTI
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WASTEWATER TREATMENT
Civil & Environmental Consultants, Inc. SYSTEM UPGRADE DATE:
1900 Center Park Drive - Suite A - Charlotte, NC 28217 LUMBER BRIDGE, NORTH CARO LI NA DWG SCALE:
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7-19-18
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Keystone DATE: APRIL 2018 DRAWN BY: JKSA
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7-19-18
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04/01/2019
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[phone]
Keystone KEGI.NET
NC FIRM LICENSE
ENGINEERING GROUP #C-4604
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REFERENCE
1. SITE MAP SUPPLIED BY CABE ASSOCIATES, INC. OF
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SCALE IN FEET
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SCALE IN FEET
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NC FIRM LICENSE
ENGINEERING GROUP #C-4604
6 I 5
NC Firm License # C-3035
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
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www.cecinc.com
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PROPOSED FILTER SOCK
NOTES
— — — — — — 196 ------
1. SEE SHEET 112 FOR GENERAL NOTES
2. CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS
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NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN
SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL
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WORK PROGRESSES. THE CONTRACTOR IS RESPONSIBLE
FOR PROTECTING THEIR COMPLETED WORK PRIOR TO
COMPLETE STABILIZATION & SHALL NOT RECEIVE
ADDITIONAL COMPLEMENTATION.
4. TOTAL LIMITS OF DISTURBANCE = 0.85 AC
BEFORE YOU D101
CALL 1-800-632-4949
N.C. ONE —CALL CENTER
rr8 THE LAWI
NORTH CAROLINA
BOARD OF EXAMINERS
FOR ENGINEERS AND
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SCALE IN FEET
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FROM MBBR REACTOR TANKS TO
- - - EXISTING WORLD WATER WORKS DAF
iI- - - - - - - - - - N J - TT_
-------------------------------------
MOUNTAIRE FARMS, INC
01/11/2018 REVIEW FOR CONSTRUCTION ISSUE FRAZER, PENNSYLVANIA
04/01 /2019 ISSUED FOR CONSTRUCTION (6 10) 4 0 7 -410 0 INC Firm License # C-3035 WASTEWATER TREATMENT
�q 04/04/2019 ADDED FLOOR DRAINS AND RELOCATED SLUDGE DISCHARGE KEGLNET Civil &Environmental Consultants, Inc. SYSTEM UPGRADE
KeystoneATE:
08/08/2019 AS -BUILT NC FIRM LICENSE 1900 Center Park Drive - Suite A -Charlotte, INCNC 28217 DWG SCALE:
#C-4604 LUMBER BRIDGE, NORTH CAROLINA
ENGINEERING G R O U P Ph: 980.237.0373 • Fax: [phone] PROJECT NO:
www.cecinc.com APPROVED BY:
7 6 5 4 3 2
11
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VISION RECORD
NO DATE DESCRIPTION
09/05/2018 REVISED NEW NOTES
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DRAWING NO.:
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230
APRIL 2018 1 DRAWN BY: JKS A
1/8" = V-0" ICHECKED BY: GPT/MDW
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REACTOR TANKS
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v�FF°z: 4,:aia,'<AaV� REVISION RECORD
A3 -� NO DATE DESCRIPTION
01/11/2018 REVIEW FOR CONSTRUCTION ISSUE
04/01/2019 ISSUED FOR CONSTRUCTION
04/04/2019 RELOCATED SLUDGE DISCHARGE
V.: �•e,�, 19 4„S_ ;. pay
08/08/2019 AS -BUILT
A
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SECTION 1
SCALE : 1 /8" = V-0" 230
NEW 3" 0 S.S. SLUDGE DISCHARGE
FROM NEW WORLD WATERWORKS
DAF. DISCHARGE INTO EXISTING
SOLIDS DISCHARGE TO TRUCK
LOADING AREA
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TRANSFER 4
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MIX
TANK
EXISTING DRAIN CONDITION UNKNOWN'
SECTION 2
SCALE 3/16" = V-0" 230
n
EXISTING 3" DIA. DIFJ DAF - C DRAIN
EXISTING 6" DIA. PVC DWV DAF
DRAIN SLOPE TO FLOOR DRAIN
FRAZER, PENNSYLVANIA
[phone]
Keystone KEGI .NET
NC FIRM LICENSE
ENGINEERING GROUP #C-4604
6 5
HYDRAULIC SCRAPER
EXISTING DAF UNIT - C
12" DIA. PVC SCH 80
OFF GASSING FEED LINE
MIX CHAMBER B
CONDITIONER
AV
NC Firm License # C-3035
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
NEW WORLD WATER
WORKS DAF
T/FL 199.0
0
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AL)
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SECTION 3
SCALE 1 /8" = V-0" 230
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HOUSE
AS BUILT SCALE IN FEET AS BUILT
MOUNTAIRE FARMS, INC
WASTEWATER TREATMENT
SYSTEM UPGRADE DATE:
LUMBER BRIDGE, NORTH CAROLINA DWG SCALE:
PROJECT NO:
APPROVED BY:
3 2
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0 8 16
DRAWING NO.:
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APRIL 2018 DRAWN BY: JKS A
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A —A SECTION
102
VALVE IL W J.J. AIM M/F\IVIr VLv -- -- -- - - - -- - ---- -- ••-• ---.•. _..--
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102
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REVISION RECORD
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NO
DATE
DESCRIPTION
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04/01/2019
ISSUED FOR CONSTRUCTION
08/08/2019
AS -BUILT
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L L blo/ J
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TRANSDUCER
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VVI `1 V1\L I L
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3REAK
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1 MBBR INFLUENT PIPE DETAIL
232 SCALE: 3/16" = V-0"
1)0 S.S. PIPE
1)0 x72" INFLUENT
REEN
JW
MOUNTAIRE FARMS INC PROPOSED MBBR TANK LAYOUT
FRAZER, PENNSYLVANIA SECTIONS
AS BUILT
DRAWING NO.:
I IF
�IJ
�0
IC
IIIIIIIII� 113
[phone] NC Firm License # C-3035 WASTEWATER TREATMENT 232
KEG I . NET Civil & Environmental Consultants, Inc. SYSTEM UPGRADE RAD E
Ke StO � e DATE: APRIL 2018 DRAWN BY: JKS A
Y INI C FIRM
M LICENSE 1900 Center Park Drive - Suite A - Charlotte, NC 28217 LUMBER BRIDGE, NORTH CARD LI NA DWG SCALE: 1 /8"=11_011 CHECKED BY: GPT/MDW
ENGINEERING GROUP Ph: 980.237.0373 •Fax: [phone] PROJECT No: 174-540
www.cecinc.COm APPROVED BY: GPT SHEET OF
5 4 3 2 1

8 7 6 5 4 3 2 1
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180°
N-4
16" 0 SCREEI
MANIFOLD
30" SIDE MANWAY —/ MANIFOLD CONNECTION
270°
N-9
N-3
REVISION RECORD
NO
DATE
DESCRIPTION
01/11/2019
REVIEW FOR CONSTRUCTION ISSUE
pl�
2
04/01/2019
ISSUED FOR CONSTRUCTION
yf
08/08/2019
AS -BUILT
J
.Z 9
7
N
ERFLOW
DRAIN
FRAZER, PENNSYLVANIA
[phone]
Keystone KEG I .NET
NC FIRM LICENSE
ENGINEERING GROUP #C-4604
6 1 5
53'-7"
ELEVATION
MBBR MBBR No. 1 NOZZLE SCHEDULE (T-5201)
MARK
SIZE
TYPE
MATERIAL
DESCRIPTION
ORIENTATION
ELEVATION
REMARKS
N-1
16"
150 Ib FF
304 S.S.
INFLUENT
135°
231.25
DOUBLE FLANGE
N-2
18"
150 Ib FF
304 S.S.
OVERFLOW
315°
229.94 0
N-3
16"
150 Ib FF
304 S.S.
FUTURE MANIFOLD
270°
225.67
DOUBLE FLANGE
N-4
18"
150 Ib FF
304 S.S.
SCREEN MANIFOLD
180°
225.67
DOUBLE FLANGE
N-5
16"
150 Ib FF
304 S.S.
SCREEN MANIFOLD
225°
225.67
DOUBLE FLANGE
N-6
8"
150 Ib FF
304 S.S.
DRAIN
315°
199.00
DOUBLE FLANGE w/SYPHON
N-7
10"
150 Ib FF
304 S.S.
FUTURE RAS
67.5°
231.25
N-8
4"
150 Ib FF
304 S.S.
PRESSURE TRANSDUCER
167.5°
199.00
DOUBLE FLANGE
N-9
30"
150 Ib FF
304 S.S.
SIDE MANWAY
270°
199.50
DOUBLE FLANGE
NOTES:
1. FLOOR TO BE FURNISHED BY TANK MANUFACTURER
TO MATCH TANK. TANK TO BE 304 STAINLESS
STEEL OR ENGINEER APPROVED EQUAL.
2. TANK FOUNDATION DESIGN BY TANK
MANUFACTURER. DESIGN TO BE SEALED BY NORTH
CAROLINA PROFESSIONAL ENGINEER.
AS BUILT
MOUNTAIRE FARMS, INC
NC Firm License C-303
WASTEWATER TREATMENT
Civil & Environmental Consultants, Inc. SYSTEM UPGRADE DATE:
1900 Center Park Drive - Suite A - Charlotte, NC 28217 LUMBER BRIDGE, NORTH CAROLINA DWG SCALE:
Ph: 980.237.0373 • Fax: [phone] PROJECT NO:
WWW.cecinc.com APPROVED BY:
4 3 2
F
I_
_0
FBI
_0
_0
SCALE: 3/16" = 1'-0"
5 0 5 10
DRAWING NO.:
MBBR TANK No. 1
PLANS & ELEVATIONS
APRIL 2018 DRAWN BY:
3/16" = V-0" CHECKED BY:
271
JKS
GPT/MDW
174-540
GPT SHEET OF
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N-10
PLAN VIEW
REVISION RECORD
4,:aia,'<'aV°
``.�'`<at'f15;'•^•`ter
NO
DATE
DESCRIPTION
01/11/2019
REVIEW FOR CONSTRUCTION ISSUE
04/01/2019
ISSUED FOR CONSTRUCTION
M�
3
08/08/2019
AS -BUILT
■
1
0
6 INFLUENT
1
4" PRESSURE
TRANSDUCER
0°
N-7
18" O FEED LINE
FROM MBBR No. 1
FLOW
DRAIN
53'-7"
ELEVATION
MBBR
No.
2 NOZZLE
SCHEDULE
(T-5202)
MARK
SIZE
TYPE
MATERIAL
DESCRIPTION
ORIENTATION
ELEVATION
REMARKS
N-1
16"
150
Ib
FF
304
S.S.
INFLUENT
45°
229.94 ,&
DOUBLE
FLANGE
N-2
18"
150
Ib
FF
304
S.S.
OVERFLOW
315°
229.94
N-3
18"
150
Ib
FF
304
S.S.
SCREEN MANIFOLD
180°
226.625
DOUBLE
FLANGE
N-4
18"
150
Ib
FF
304
S.S.
SCREEN MANIFOLD
225°
226.625
DOUBLE
FLANGE
N-5
18"
150
Ib
FF
304
S.S.
FUTURE MANIFOLD
270°
226.625
DOUBLE
FLANGE
N-6
8"
150
Ib
FF
304
S.S.
DRAIN
315°
199.00
DOUBLE FLANGE w/SYPHON
N-7
16"
150
Ib
FF
304
S.S.
INFLUENT
0°
225.67
DOUBLE
FLANGE
N-8
10"
150
Ib
FF
304
S.S.
FUTURE RAS
67.5°
131.25
DOUBLE
FLANGE
N-9
4"
150
Ib
FF
304
S.S.
PRESSURE TRANSDUCER
22.5°
199.00
N-10
30"
150
Ib
FF
304
S.S.
SIDE MANWAY
270°
199.50
AS BUILT
MOUNTAIRE FARMS, INC
FRAZER, PENNSYLVANIAjXAF AF SAW
[phone] NC Firm License # C-3035 WASTEWATER TREATMENT
KEGI.NET Civil & Environmental Consultants, Inc. SYSTEM UPGRADE
Keystone DATE:
#C-41604 LICENSE 1900 Center Park Drive - suite A -Charlotte, NC 28217 LUMBER BRIDGE, NORTH CAROLINA DWG SCALE:
ENGINEERING G R O U P Ph: 980.237.0373 • Fax: [phone] PROJECT NO:
www.cecinc.com APPROVED BY:
6 5 4 3 2
III
i
F
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NOTES:
1. FLOOR TO BE FURNISHED BY TANK MANUFACTURER
TO MATCH TANK. TANK TO BE 304 STAINLESS
STEEL OR ENGINEER APPROVED EQUAL.
2. TANK FOUNDATION DESIGN BY TANK
MANUFACTURER. DESIGN TO SEALED BY NORTH
CAROLINA PROFESSIONAL ENGINEER.
mo
Al
SCALE: 3/16" = 1'-0"
5 0 5 10
DRAWING NO.:
MBBR TANK No. 2
PLANS & ELEVATIONS
APRIL 2018 DRAWN BY:
3/16" = V-0-1 CHECKED BY:
JKS
GPT/MDW
174-540
GPT SHEET
1
min
272 I,
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GRADE I GRADE
CV
DOW ELLS ^
w I I o
N I
n w
M
o �
I
'
3'-00lISQ. #4 @ 12"
FOR 6" & LARGER LINES FOR 4" & SMALLER LINES
PIPE SUPPORT FOOTINGS
Yx4"0/4" ♦�
(TYP.)
X
Q
A
4'-010 MAX.
II
II Z4"x4N3/8"
II
II
r/-W8x 17
16"x 16"x 1 /2" R
(SEE DETAIL # 1)
\-EXISTING-/
STRUCTURAL STEEL
OR CONCRETE
DETAIL NO.1
BASE & SUPPORT PLATES
44" 71(TYP.)
1 14"
ill
)
( i(TYP. 5/8" ANCHOR BOLTS (TYP.) (TYP.) 1" ANCHOR BOLTS
(TYP.) 1 /2" ANCHOR BOLTS --- & 3/4" DIA. HOLES & 1 1 /8" DIA. HOLES
& 5/8' DIA. HOLES (4 PLACES) (4 PLACES)
(2 PLACES) I — I _—_------
6"x6"x1 /2" 10"x1 ON /2"
BASE PLATE BASE PLATE
94»-1 4»
14" (TYP) (TYP.) I r (TYP. 7/8" ANCHOR BOLTS
(TYP.) I 7/8" ANCHOR BOLTS - — - — - & 1 " DIA. HOLES
_ & 1 " DIA. HOLES (4 PLACES)
(4 PLACES)
12"x 12"x 1 /2" 16"x 16"x 1 /2"
SUPPORT PLATE SUPPORT PLATE
5°
X*.1 A A
18" MIN
U 0
J
SECTION X—X PLAN & SECTION
THRUST BLOCK DETAILS
f P
20"x20"x 1 /2"
SUPPORT PLATE
N.
REVISION RECORD
NO
DATE
DESCRIPTION
01/11/2018
REVIEW FOR CONSTRUCTION ISSUE
04/01/2019
ISSUED FOR CONSTRUCTION
�\
08/08/2019
AS -BUILT
7
PIPE SUPPORT DETAILS
N.T.S.
TABLE #7
PIPE
SIZE
STEEL
SECTION
"M"
8"
W5x16x9"LG.
416"
10"
W5x16x9"LG.
416"
12"
W6x2Ox9"LG.
45"
14"
W6x24x9"LG.
5"
16"
W6x24x9"LG.
416„
18"
W1Ox19x9"LG.
516"
20"
W12x19x9"LG.
54"
24"
W 14x3Ox9 "LG.
511 s"
MAXIMUM STAINLESS STEEL PIPE
SUPPORT SPACING
(SCH.1 OS)200°F. NOTE: THIS TABLE IS BASED ON A MAXIMUM 1/8"
DEFLECTION A MAXIMUM SPECIFIC GRAVITY OF 1.2
1"
1
2"
3"
4"
6"
8"
10"
12"
14"
16"
18"
20"
24"
PIPE SPAN UNINSULATED
5'-6"
10'-0"
1 1'-0"
13'-0'
14'-6"
16'-0"
18'-0"
20'-0'
21'-0'
22'-0'
22'-0'
221-01123'-0"
23'-0'
PIPE SPAN INSULATED
6'-0"
7'-0"
7'-6"
9'-6"
10'-6"
12'-0"
13'-0"
14'-6'
15'-6"
15'-6"
16'-0'
16'-6"
17'-6"
18'-0"
NOTE:
FOR LINED PIPE, PVC, OR FIBERGLASS SUPPORT SPACING SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS.
SIZE
90° BENDS
45° BENDS
22.5° BENDS
TEES
PLUGS
A
B
A
B
A
B
A
B
C
D
8"
22"
13"
12"
13"
8"
10"
13"
16"
12"
29"
18"
39"
33"
24"
30"
13"
27"
26"
35"
24"
58"
FRAZER, PENNSYLVANIA
[phone]
Keystone NC F I ET
NC FIRM LICENSE
ENGINEERING GROUP #C-4604
6 5
NC Firm License # C-3035
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 " Fax: [phone]
www.cecinc.com
#5 © 12" EACH
MIN. 4" FROM E
r�
E
"EW CONCRETE PAVEMENT
=PTH EQUAL TO EXISTING
AVEMENT DEPTH
VEMENT TO BE SAWED OR
ATLY CUT PERPENDICULAR
SURFACE. ROUGHEN
ISTING CONCRETE FACE.
—MIN. 3/4"
EXISTING BASE
NEW CABC BASE DEPTH EQUAL
TO EXISTING DEPTH 6" MIN.
12" SCREENED GRAVEL OR
CROWNED STONE SUBBASE
BACKFILL (SEE NOTE
'VC SEWER PIPE
,SEE NOTE 4)
CREENED GRAVEL OR
RUSHED STONE
EDDING. SEE NOTE 4
SEWER PIPE TRENCH AND PAVEMENT REPAIR DETAIL
(CONCRETE PAVEMENT)
N.T.S.
1. BACKFILL EXCAVATED AREAS WITH CRUSHED STONE UNLESS OTHERWISE NOTED. THE
BACKFILL SHALL BE MADE IN 6" LAYERS AND SHALL BE COMPACTED TO AT LEAST 95%
OF STANDARD DENSITY (AASHO METHOD T-99). EACH LAYER MUST BE THOROUGHLY
TAMPED BY A MECHANICAL TAMP BEFORE THE NEXT LAYER IS PLACED. ALL CONCRETE
PAVEMENT REPLACED SHALL MATCH EXISTING. BASE COURSE DENSITY AND SUBGRADE
DENSITY SHALL BE 100%. BACKFILL SHALL BE CABC OR CONCRETE SLURRY. SEE PIPE
TRENCH AND PAVEMENT REPAIR DETAIL.
2. PROVIDE MINIMUM OF 6" OF CRUSHED STONE BENEATH FOUNDATIONS AND SLABS FOR
ALL STRUCTURES UNLESS OTHERWISE NOTED.
3. SEAL PIPE PENETRATIONS WITH CALPICO OR THUNDERLINE LINK SEAL EXPANDING
SEAL. SEAL TO BE EPDM WITH S.S. BOLTS.
4. PIPING TO BE BEDDED WITH 1 /2" MAX. CRUSHED ROCK CONFORMING TO CABC OR
GROUT, CONCRETE SLURRY OR EQUAL.
5. USE 3000 psi CONCRETE FOR SLAB REPAIR UNLESS OTHERWISE SPECIFIED BY OWNER.
REBAR TO BE GRADE 60 STEEL.
AS BUILT
MOUNTAIRE FARMS, INC
WASTEWATER TREATMENT
SYSTEM UPGRADE DATE:
LUMBER BRIDGE, NORTH CAROLINA DWG SCALE:
PROJECT NO:
APPROVED BY:
3 2
FAI
MISCELLANEOUS DETAILS
APRIL 2018 DRAWN BY:
NTS CHECKED BY:
DRAWING NO.:
280
JKS
GPT/MDW
174-540
GPT SHEET OF
1
I:1
G
10
E
FBI
C
13
A

H
0
II
6 1 5
4 1 3
2
1
H
G
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L91
C
0
A
Q
TYPE ONE PIPE SUPPORT APPLIES
TO AN 18" DIAMETER WELDED
STAINLESS STEEL PIPE WITH A 45'
BEND AND A MAXIMUM THRUST OF
1,150 POUNDS. THE SUPPORT IS
TO BE POSITIONED PERPENDICULAR
TO THE PIPE AT THE 45' BEND
18" DIAMETER STAINLESS
STEEL PIPE WITH 45` BEND
PIER
IFOOTING
I
I
1 PLAN - TYPE 1 PIPE SU
281 SCALE: 1/2"=1'-0"
18" DIAMETER STAINLESS
STEEL PIPE WITH 90` BEND
PIER
J I I FOOTING
CDCDTHRUST
I I 5
� � �81
L
I
L
TYPE TWO PIPE SUPPORT APPLIES
TO AN 18" DIAMETER WELDED
STAINLESS STEEL PIPE WITH A 90'
BEND AND A MAXIMUM THRUST OF
2,125 POUNDS. THE SUPPORT IS
TO BE POSITIONED PERPENDICULAR
TO THE PIPE AT THE 90" BEND
5-0"
PPORT 2 PLAN - TYPE 2 PIPE SUPPORT
281 SCALE: 1/2"=1'-0"
4 n22 nI A\Ar Trn C"rA lA 11 rc-S
END
PIER
2»
ACE
TIES ® 12"
SPACING
ZADE
SECTION - TYPE 1 PIPE SUPPORT
SCALE: 1/2"=1'-0"
� REVISION RECORD
�N CAR
O�••..•••••.��/ NO DATE DESCRIPTION
?Q�OF Ck9 1 02-26-19 REDESIGNED TYPE 1 PIPE SUPPORT AND ADDED GENERAL NOTES
85 7 _
A
02-26-2019
8 I 7
10 nI Al Arrrn C`rA IA 11 r c-s
END
PIER
DE
GRADE
TIES ® 12"
SPACING
SECTION - TYPE 2 PIPE SUPPORT
18" DIAMETER STAINLESS
STEEL PIPE WITH 90° BEND
PIER
IFOOTING
CD I
s l s I 6 THRUST
281 I I
ICD
J
TYPE THREE PIPE SUPPORT APPLIES
TO AN 18" DIAMETER WELDED
STAINLESS STEEL PIPE WITH A 90'
BEND AND A MAXIMUM THRUST OF
4,200 POUNDS. THE SUPPORT IS
TO BE POSITIONED PERPENDICULAR
TO THE PIPE AT THE 90" BEND
7'-0" _I
PLAN - TYPE 3 PIPE SUPPORT
SCALE: 1/2"=1'-0"
10 nI AAlrrrn c-rA lA 11 r c-s
END
PIER
DE
RADE
TIES © 12"
SPACING
DTING
�5 x 6'-6"
IG
SECTION - TYPE 3 PIPE SUPPORT
SCALE: 1/2"=1'-0" 281 SCALE: 1/2"=1'-0"
C 1LC WITU 9 011 Unnl,� THIS FACE TYPE 1
THIS FACE TYPES 2 AND
2—#5 WITH 6"
HOOK THIS FACE
SET OF 3—#3 TIES © 12"
O.C. MAXIMUM SPACING
18" DIAMETER PIPE ABOVE
PIER
5—#6
WITH
12" HOOK
THIS
FACE
(TYPE 1)
5—#6
WITH
9" HOOK THIS
FACE
(TYPES 2 AND 3)
2—#5
WITH
6" j
HOOK
THIS
FACE j
SECTION - TYPICAL PIER
SCALE: 1/2"=1'-0"
G
F
E
GENERAL NOTES:
1. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH AND
COORDINATED WITH ALL OTHER DRAWINGS AND CONTRACT
DOCUMENTS.
2. ALL WORK SHALL COMPLY WITH THE 2012 EDITION OF THE NORTH
CAROLINA STATE BUILDING CODE AND ALL LOCAL AND STATE CODES
GOVERNING THIS PROJECT.
3. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND
GRADE CONDITIONS, BOTH NEW AND EXISTING, PRIOR TO THE START
OF ANY WORK. IN THE EVENT OF A DISCREPANCY BETWEEN THESE
D
STRUCTURAL DRAWINGS AND OTHER CONTRACT DOCUMENTS OR
EXISTING FIELD CONDITIONS THAT PREVENTS THE EXECUTION OF THE
WORK AS DEPICTED BY THESE DRAWINGS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND
PROTECT ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION OR
CONSTRUCTION.
5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURAL
INTEGRITY OF ALL ADJACENT STRUCTURES AND STRUCTURAL
ELEMENTS DURING CONSTRUCTION.
6. FOUNDATION DESIGN IS BASED UPON A PRESUMPTIVE ALLOWABLE
SOIL BEARING PRESSURE OF 3000 PSF. CONTRACTOR SHALL VERIFY
THE ACTUAL ALLOWABLE SOIL BEARING PRESSURE PRIOR TO
CONSTRUCTION.
7. FOUNDATION SOILS SHALL BE EXCAVATED TO THE LINES AND GRADES
SHOWN ON THE DRAWINGS.
8. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BENEATH
FOUNDATIONS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.
C
9. THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL
POURED —IN —PLACE CONCRETE SHALL BE 4000 PSI UNLESS NOTED
OTHERWISE ON THESE DRAWINGS.
10. CEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150,
TYPE I, UNLESS NOTED OTHERWISE.
11. CONCRETE SLUMP AT THE TIME OF PLACEMENT SHALL BE 4" +/— 1".
12. PLACEMENT OF CONCRETE INCLUDING SLUMP, MECHANICAL VIBRATION,
AND CALCIUM CHLORIDE CONTENT SHALL BE IN ACCORDANCE WITH
ACI 301.
13. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM
A-615 GRADE 60.
14. CONCRETE COVER OVER REINFORCING STEEL SHALL CONFORM TO THE
FOLLOWING UNLESS NOTED OTHERWISE.
CONCRETE CAST AGAINST THE EARTH 3"
FORMED CONCRETE EXPOSED TO THE EARTH 2"
CONCRETE EXPOSED TO AIR 1"
B
BARRY LAMBERT ENGINEERING, PC
Poof 956
M O U NTAI R E FARMS, I N C BsltrIa ,NNorth Carolina 28012
"17 IFAM
FRAZER, PENNSYLVANIA plaa� (704) f♦t1�10l0
[phone] WASTEWATER TREATMENT M UCM N& 0-117115 w RD= NIL I=
KEG I . NET Civil &Environmental Consultants, Inc. SYSTEM UPGRADE DATE: JANUARY 2019 DRAWN BY:
Ke stone 1900 Center Park Drive - Suite A - Charlotte, NC 28217 UMBE
R BRIDGE, I D E NORTH AR LI N DWG SCALE: CHECKED BY:
y U G O C O
ENGIN EERING GROUP Ph: 980.237.0373 • Fax: [phone] PROJECT NO:
WWW.cecinc.com APPROVED BY:
5 4 3 2
DRAWING NO.:
281
BOL
DRAFT
174-540
DRAFT SHEET OF 37
1
G

0
II
5
4 1 3
2
1
H
C
F
E
L�7
C
a
A
WF
L3x3xj BRA
2'-0" THICK
CONCRETE F(
APPROXIMATE
FOOTING PLAN
NOTE:
CONTRACTOR MAY WELD OR B(
CONNECTIONS FOR BRACING ME
IF WELDS ARE USED, THERE SE
A MINIMUM OF 3" OF J" FILLEI
ON EACH SIDE AT EACH END c
BRACING MEMBER. IF BOLTS
USED, THERE SHALL BE A MIN
TWO 3/4" DIAMETER ASTM A
BOLTS AT EACH END OF EACH
BRACING MEMBER.
L3x3xj BRACING T
2'-0" THICK
CONCRETE F(
APPROXIMATE C
3—#8's IN LINE
COLUMNS SEE I
#5©
SIDE ELEVATION
EDGE OF FOOTING
4-1" DIAMETER ANCHOR BOLTS
AT EACH COLUMN ON AN 11 j"x11 4"
GAGE WITH 6%311xO'-6" PLATE
EMBEDDED A MINIMUM OF 12"
DIRECTION OF TYPICAL
REINFORCING STEEL
BASE PLATE 15"x1 "x1'-3"
ON 2" NONSHRINK GROUT
3—#8's TOP AND
BOTTOM IN LINE WITH
COLUMNS AS SHOWN
W8x31 COLUMN
TYPE 4 PIPE SUPPORT
SCALE: 1/4'=1'-0'
REVISION RECORD
•..•••••. ,�/ NO DATE DESCRIPTION
• 85 7 ;
���rrrlirr►���
03-15-2019
8 I 7 6
'--2'-0" THICK CONCRETE FOOTING
WITH TYPICAL REINFORCING #5's
® 12" O.C. TOP AND BOTTOM
FOOTING PLAN
Keystone
ENGINEERING GROUP
NI TH
_AN
W8x31
L3x3x3 BRACIN
2'-0" THICK
CONCRETE F(
APPROXIMATE
A
FOOTING PLAN
W8x31
NOTE:
CONTRACTOR MAY WELD OR BOLT
CONNECTIONS FOR BRACING MEMBERS.
IF WELDS ARE USED, THERE SHALL BE
A MINIMUM OF 3" OF J" FILLET WELD
ON EACH SIDE AT EACH END OF EACH
BRACING MEMBER. IF BOLTS ARE
USED, THERE SHALL BE A MINIMUM OF
TWO 3/4" DIAMETER ASTM A 325 H.S.
BOLTS AT EACH END OF EACH
BRACING MEMBER.
L3x3xj BRACING TYPICAL
W8x31
2'-0" THICK
CONCRETE FOOTING
APPROXIMATE GRADE
3—#8's IN LINE WITH —
COLUMNS SEE PLAN
#5@12" O.C.
" PLATE FOR
CONNECTION OF W8
W8x31
8" THICK
PLATE TYP.
N
I
C'
I
z �
#5®12" O.C.
i
N
o z
I �
8'-3j„
SIDE ELEVATION
c
3—#8's IN LINE WITH
COLUMNS SEE PLAN
EDGE OF FOOTING
4-1" DIAMETER ANCHOR BOLTS
AT EACH COLUMN ON AN 11 1"x11 1"
GAGE WITH 6"xj"x0'-6" PLATE
EMBEDDED A MINIMUM OF 12"
DIRECTION OF TYPICAL
REINFORCING STEEL
BASE PLATE 15"x1 "x1'-3"
ON 2" NONSHRINK GROUT
3—#8's TOP AND
BOTTOM IN LINE WITH
COLUMNS AS SHOWN
2'-0" THICK CONCRETE FOOTING
WITH TYPICAL REINFORCING #5's
W8x31 COLUMN ® 12" O.C. TOP AND BOTTOM
I.'
TYPE 5 PIPE SUPPORT
SCALE: 1/4'=1'-0'
GENERAL NOTES:
1. SEE SHEET 281 FOR GENERAL NOTES IN ADDITION TO THE FOLLOWING.
2. ALL STRUCTURAL ROLLED SHAPES SHALL CONFORM TO THE MINIMUM
REQUIREMENTS OF ASTM A 292.
3. ALL MISCELLANEOUS STRUCTURAL SHAPES SHALL CONFORM TO THE
MINIMUM REQUIREMENTS OF ASTM A 36.
4. ALL WELDING SHALL CONFORM TO AWS REQUIREMENTS FOR THE TYPE
OF WELD BEING MADE.
5. ALL BOLTS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF ASTM
A 325 H.S. BOLTS.
AFI, FjAF
WIA
FRAZER, PENNSYLVANIA JA
[phone]
KEGI.NET Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
5 4
MOUNTAIRE FARMS, INC
WASTEWATER TREATMENT
SYSTEM UPGRADE
UMBER BRIDGE, NORTH CAROLI
3
FOOTING PLAN
BARRY LAMBERT ENGINEERING, PC
Poet Offlce Box 956
Belmont, North Carolina 28012
paa.g (� ett�oeo
M UCM W o-ms w rwa= In ism
DATE: MARCH 2O19 DRAWN BY:
DWG SCALE: CHECKED BY:
PROJECT NO:
APPROVED BY:
2
DRAWING NO.:
282
BOL
DRAFT
174-540
DRAFT SHEET
1
OF 37
H
G
F
E
C
a

0
7 6 I 5
4 I 3
2
1
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C
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0
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0
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U
1j" DIAMETER HOLE
4-3/4" DIAMETER EPDXY
ANCHORS WITH MINIMUM
EMBEDMENT OF 6"
6 EQUAL SPACES = 13'-1121"
DAF SUPPORT FRAME PLAN
SCALE: 1/2"=1'-0"
15'-1"
7" 13'-112" 7"
1> 2j" I 1'-9jt, I 1'-9j" I 1'-9jt, I 1'-9j't I 1'-9jt, I 1'-9jt, I 1'-9j„ I 1, 21t'
4'-0"
" THICK STIFFENER PLATE TYP.
W12x65 + PLATE 9j%j%CONT.
4 DIAMETER PIPE BRACE TYP. WITH
1 PLATE EACH END WELDED TO FRAME
IN BOTH DIRECTIONS AT ALL CORNERS
1
SAW CUT EXISTING CONCRETE FINISHED FLOOR
/FLOOR SLAB FOR INSTALLATION ELEVATION
-OF NEW FOOTING
�\`FL�;; CA17o�/'�'' NO DATE
,'
a Cyr9
85 7 -
03-26-2019
7
4'-0" x 4'-0" x 1'-3"
CONCRETE FOOTING
LONGITUDINAL SECTION
SCALE: 1/2"=1'-0"
REVISION RECORD
DESCRIPTION
10'-1j" CENTER TO CENTER OF HOLES
DAF BASE WALL
BOTTOM OF DAF
/ 1 \-W12x19 \ ;,
VIN
1 TIE BEAM \ I
i
4-3/4" DIAMETER EPDXY 4" DIAMETER PIPE BRACE TYP. WITHANCHO S WI H MINIMUM PLATE EACH END WELDED TO FRAME
BOTH DIRECTIONS AT ALL CORNERS
71.
I" EXPANSION JOINT
MATERIAL AROUND
PERIMETER OF ALL
FOOTINGS
4'-0" x 4'-0" x 1'-3"
CONCRETE FOOTING
9'-93" CENTER TO CENTER OF BEAMS
TRANSVERSE SECTION
SCALE: 1/2"=1'-0"
NOTES:
1. THE HEIGHT OF DAF SUPPORT FRAME IS 4'-11" AT THE LOWEST
POINT. CONTRACTOR SHALL ACCOUNT FOR FLOOR SLOPE AND
ADJUST THE HEIGHT AT THE HIGHEST POINT ACCORDINGLY SUCH THAT
F THE TOP OF THE FRAME IS LEVEL.
2. SIZE AND LOCATION OF THE PUNCHED HOLES SHOWN WERE TAKEN
FROM THE DAF SHOP DRAWING. CONTRACTOR SHALL BEAR THE
RESPONSIBILITY OF COORDINATING THE PUNCHED HOLES IN THE BEAM
AND PLATE WITH THE REQUIREMENTS OF THE DAF.
BOTTOM OF DAF 3. CONTRACTOR SHALL SAW CUT EXISTING FLOOR SLAB TO INSTALL NEW
FOOTINGS AND FINISH TOP OF NEW FOOTINGS TO MATCH
SURROUNDING EXISTING SLAB.
W12x19 TIE BEAM 4. INSTALL"' EXPANSION JOINT MATERIAL AROUND THE PERIMETER OF
ALL NEW FOOTINGS.
'I I
4-3/4" DIAMETER ASTM A
325 H.S. BOLTS TYP.
TS6x6xj WITH 11%j%O'-11"
CAP PLATE
F11"x4"xO'-11" BASE PLATE
ON 1�" NONSHRINK GROUT
4-#5's EACH WAY
Keystone
ENGINEERING GROUP
AV A JAW
FRAZER, PENNSYLVANIA
[phone]
KEGI.NET Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 •Fax: [phone]
www.cecinc.com
5 4
PLATE 10"x2"xO'-5" WITH 2" LONG x T6" FILLET
WELDS ON THE LONG SIDE AT EACH CORNER
RETURNED 1" AROUND CORNER ON SHORT SIDE
OF PLATE AND 3" LONG x J" FILLET WELDS AT
CENTER OF PLATE ON EACH OF THE LONG
SIDES TYPICAL AT EACH END OF EACH BRACE
FOR A TOTAL OF 16 PLACES
W12x65 + PLATE 9"x$"xCONT.
2" THICK STIFFENER PLATE TYP.
4-3/4" DIAMETER ASTM A
325 H.S. BOLTS TYP.
- TS6x6xj WITH 11 %j%O'-11 "
CAP PLATE
-11%j%O'-11" BASE PLATE
ON 12" NONSHRINK GROUT
FINISHED FLOOR
ELEVATION
4-#5's EACH WAY
MOUNTAIRE FARMS, INC
WASTEWATER TREATMENT
SYSTEM UPGRADE
UMBER BRIDGE, NORTH CAROLI
3
GENERAL NOTES:
1. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH AND
COORDINATED WITH ALL OTHER DRAWINGS AND CONTRACT
DOCUMENTS.
2. ALL WORK SHALL COMPLY WITH THE 2012 EDITION OF THE NORTH
CAROLINA STATE BUILDING CODE AND ALL LOCAL AND STATE CODES
GOVERNING THIS PROJECT.
3. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND
GRADE CONDITIONS, BOTH NEW AND EXISTING, PRIOR TO THE START
OF ANY WORK. IN THE EVENT OF A DISCREPANCY BETWEEN THESE
STRUCTURAL DRAWINGS AND OTHER CONTRACT DOCUMENTS OR
EXISTING FIELD CONDITIONS THAT PREVENTS THE EXECUTION OF THE
WORK AS DEPICTED BY THESE DRAWINGS, THE CONTRACTOR SHALL
NOTIFY THE ENGINEER IMMEDIATELY.
4. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND
PROTECT ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION OR
CONSTRUCTION.
5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURAL
INTEGRITY OF ALL ADJACENT STRUCTURES AND STRUCTURAL
ELEMENTS DURING CONSTRUCTION.
6. FOUNDATION DESIGN IS BASED UPON A PRESUMPTIVE ALLOWABLE
SOIL BEARING PRESSURE OF 3000 PSF. CONTRACTOR SHALL VERIFY
THE ACTUAL ALLOWABLE SOIL BEARING PRESSURE PRIOR TO
CONSTRUCTION.
7. FOUNDATION SOILS SHALL BE EXCAVATED TO THE LINES AND GRADES
SHOWN ON THE DRAWINGS.
8. UTILITY LINES SHALL NOT BE PLACED THROUGH OR BENEATH
FOUNDATIONS WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER.
9. ALL STRUCTURAL ROLLED SHAPES SHALL CONFORM TO THE MINIMUM
REQUIREMENTS OF ASTM A 292.
10. ALL STRUCTURAL TUBE SHAPES SHALL CONFORM TO ASTM A 500
GRADE B.
11. ALL STRUCTURAL PIPE SHAPES SHALL CONFORM TO ASTM A 53 TYPE
S GRADE B.
12. ALL MISCELLANEOUS STRUCTURAL SHAPES SHALL CONFORM TO ASTM
A 36.
13. ALL WELDING SHALL CONFORM TO AWS REQUIREMENTS FOR THE TYPE
OF WELDING BEING MADE.
14. ALL BOLTS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF
ASTM A 325 H.S. BOLTS.
15. THE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF ALL
POURED -IN -PLACE CONCRETE SHALL BE 4000 PSI UNLESS NOTED
OTHERWISE ON THESE DRAWINGS.
16. CEMENT SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150,
TYPE I, UNLESS NOTED OTHERWISE.
17. CONCRETE SLUMP AT THE TIME OF PLACEMENT SHALL BE 4" +/- 1".
18. PLACEMENT OF CONCRETE INCLUDING SLUMP, MECHANICAL VIBRATION,
AND CALCIUM CHLORIDE CONTENT SHALL BE IN ACCORDANCE WITH
ACI 301.
19. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM
A-615 GRADE 60.
20. CONCRETE COVER OVER REINFORCING STEEL SHALL CONFORM TO THE
FOLLOWING UNLESS NOTED OTHERWISE.
CONCRETE CAST AGAINST THE EARTH 3"
FORMED CONCRETE EXPOSED TO THE EARTH 2"
CONCRETE EXPOSED TO AIR 1"
BARRY LAMBERT ENGINEERING, PC
Poet Offlce Box 956
Belmont, North Carolina 28012
paa.g (� ett�oeo
M UCM NIX, 0-117115 w r�a= In ism
DATE: MARCH 2O19 DRAWN BY:
DWG SCALE: CHECKED BY:
PROJECT NO:
APPROVED BY:
2
DRAWING NO.:
283
BOL
DRAFT
174-540
DRAFT SHEET
1
OF 37
H
G
F
E
C
0

6 1 5 1 4
a
X / X
EXISTING AERA TED /
\ STORAGE LAGOON
10' WIDE NATURAL
GAS EASEMENT
NORTH _ 1 95.9
_ NEW UTILITY
TRANSFORMER
196.
195 4 / // WITH METER
X \\ X
95
\\\\\ `� --- / // / / PROPOSE
(SEE DR/
197
EXISTING UTILITY Al
TRANSFORMER No.
\\
\\\ X
/
\\ \ PROPOSED 16"0 GRAVITY _ _ \ I // 195.8
F \'DISCHARGE
' DISCHARGE LINE (SEE — �\ \�j O / \ MBBR
\ DWG. 130) _ 0 0 //�\ No.2 /
EXISTING f �_
SANITARY
TREA TMENT /
SYSTEM /
\ ` \ f PROPOSED PLC
• ;\ \\\\ (SEE NOTE 5)
\\ 197.6
-�
x \ \
\
i
TATIVE LAGOON `
\ \ \ \ I EXISTING
EQUALIZATION
BASIN
FEED FORWARD PUMP
STATION (SEE SHT 202) \\
1 f
•f /
• / / X
/
/
REVISION RECORD
NO DATE DESCRIPTION
Q01/11/2018 REVIEW FOR CONSTRUCTION ISSUE
A 04/01/2019 ISSUED FOR CONSTRUCTION
EXISTING
TREA TMENT
BUILDING
\ A
SCALE IN FEET
0 40 80
FRAZER, PENNSYLVANIA
[phone]
KEGI.NET
KeystoneNC FIRM LICENSE
ENGINEERING GROUP #C-4604
196.6
x
CONTRACTOR POWER RESPONSIBILITIES:
C1. PROVIDE TRENCHING AND INSTALL NEW SERVICE CONDUCTORS AND CONDUITS FROM THE NEW
METER MOUNTED ON TRANSFORMER TO THE PROPOSED BLOWER BUILDING. ALL TRENCHING SHALL
BE PER DUKE ENERGY REQUIREMENTS. TRENCHING WILL NEED TO BE COORDINATED WITH EXISTING
UNDERGROUND UTILITIES.
C2. PROVIDE CONCRETE PAD FOR TRANSFORMER PER DUKE ENERGY REQUIREMENTS.
UTILITY POWER RESPONSIBILITIES:
U1. PROVIDE AND INSTALL TRANSFORMER AND METER ON CONTRACTOR PREPARED PLAN.
U2. MAKE ALL PRIMARY AND SECONDARY CONNECTIONS AT THE TRANSFORMER.
GENERAL NOTES:
1. WORK SHALL BE PERFORMED AS REQUIRED BY APPLICABLE SECTIONS OF THE NATIONAL ELECTRIC
CODE, LATEST EDITION, GOVERNING LOCAL CODES, LAWS AND/OR REGULATIONS.
2. CONTRACTOR SHALL IN A WORKMAN LIKE MANNER PROVIDE A COMPLETE OPERABLE SYSTEM. OUTLINE
DESCRIPTION AND DIAGRAMMATIC REPRESENTATION OF SYSTEM OPERATION AND EQUIPMENT DOES
NOT LIMIT CONTRACTOR LIABILITY FOR THE INSTALLATION OF A COMPLETE AND OPERABLE SYSTEM.
3. CONTRACTOR SHALL ACQUAINT HIMSELF/HERSELF WITH WORK SHOWN ON OTHER DRAWINGS FOR THE
\� \ VARIOUS CONTRACTS OF THIS PROJECT IN ORDER TO COORDINATE HIS/HER INSTALLATION.
x 4. CONTRACTOR SHALL PROVIDE SUBMITTALS FOR ALL EQUIPMENT SPECIFIED ON PLANS FOR APPROVAL
BEFORE CONSTRUCTION BEGINS.
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A - Charlotte, NC 28217
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
5. PLC PANEL LOCATED IN OPERATOR OFFICE, 2ND FLOOR OF WWTP BUILDING
ELECTRICAL NOTES:
1. EXCEPT WHERE INDICATED, INSTALL A SEPARATE EQUIPMENT GROUND CONDUCTOR IN ALL CONDUIT
CONTAINING 120 VOLT OR GREATER WIRING.
2. UNLESS OTHERWISE NOTED, CONDUCTORS TO
BE 2#12, 1 #12
GND —3/4" CONDUIT.
3. CONDUITS ABOVE FLOOR SHALL BE SECURELY
FASTENED TO
BUILDING STEEL OR EQUIPMENT.
4. PROVIDE NAMEPLATES FOR ALL EQUIPMENT AND INSTRUMENTS. PROVIDE PANEL SCHEDULE FOR ALL
PANELS.
5. ALL CONDUIT SHOWN DIAGRAMMATICALLY. CONDUIT ROUTING/LOCATIONS SHALL BE COORDINATED WITH
ARCHITECTURAL, STRUCTURAL, MECHANICAL AND OTHER EQUIPMENT ELEMENTS AS REQUIRED.
6. UNDERGROUND CONDUITS SHALL BE 1" MINIMUM, PVC COATED RIGID STEEL OR SCHEDULE 40 PVC
ENCASED IN CONCRETE. OUTDOOR EXPOSED CONDUIT SHALL BE PVC COATED RIGID STEEL. INDOOR
CONDUIT SHALL BE SCHEDULE 40 PVC.
"L
DRAWING NO.:
MOUNTAIRE FARMS, INC ELECTRICAL SITE PLAN
WASTEWATER TREATMENT 500
SYSTEM UPGRADE DATE: APRIL 2018 DRAWN BY: JKS
LUMBER BRIDGE, NORTH CAROLINA DWG SCALE: 1" = 40' CHECKED BY: GPT/MDW
PROJECT NO: 174-540
APPROVED BY: GPT

7
C
5
4
3
E
1
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F
E
01
L
A
PROPOSED BLOWER BUILDING ELECTRICAL PLAN
(BUILDING HEIGHT SHALL BE 10' MINIMUM)
0 1 2 3 4 5
1 /2"
SCALE IN FEET
_ A RI / //
�O �OC • S • O •2 i
a AL r;
• 3 44
REVISION RECORD
NO DATE DESCRIPTION
/�/ 01/11/2018 REVIEW FOR CONSTRUCTION ISSUE
/2T 04/01/2019 ISSUED FOR CONSTRUCTION
7
I
U
M
I
O
O C3
14-
w oo Q< w
RUNNING SPEED CMD
FAULT SPEED FDBK
IN AUTO
RUN CMD
0o Q< w
RUNNING SPEED CMD
FAULT SPEED FDBK
IN AUTO
RUN CMD
NEW PLC
(LOCATED IN EXISTING TREATMENT BUILDING)
0o Q< Q
RUNNING SPEED CMD pH
FAULT SPEED FDBK ORP
IN AUTO
RUN CMD
LID a LID
0 00 I a 00 1 a ltz 00
O � O g
N O � O N O � O(3 N U (3 N C3 N U N (3 N L5 N U N
30 30 VFD
FE FE B-5403
BLOWER
30 30
MBBR #1 MBBR #2
-OW METER FLOW METER
AT PUMP HP-01
A 4X, 30A, 208V
ONNECT
-6,8,10
PANEL LP1
VFD
BLOWER
B-5404
VFD
BLOWER
B-5405
Q Q< Q Q Q
N N N N
DO LEVEL pH DO
TEMP I I IORP I TEMP
0 0 0
0 0 0
OPEN/ OPEN/ OPEN/
CLOSE CLOSE CLOSE
CMD CMD CMD
a o- o- a_ a I
N ~ 0 N N ~ 0 N N N N N
I N N I I N N I I
N o I j
1 j
1 p
— I 1 � g
— oo N N N N L5 N U C3 N j j (3 C3 N U N U N U N
W W \ \ J J \
M M M
m m m m M �1
U U U U
w
LI_ LI_ LL- LL-
� AIT � AIT � AIT � AIT
30 31 31 31
m m m m
N LIT ° LIT
N N M 531 N N M 31 S S S
AE AE LE AE AE LE
30 31 531 31 31 31
MBBR #1 MBBR #1 PINCH MBBR #1 MBBR #2 MBBR #2 PINCH MBBR #2 SOLENOID MBBR #1 MBBR #2
pH/ORP DO/TEMP MBBR #1 LEVEL MBBR LEVEL DO/TEMP MVALV�2 LEVEL VALVE SOLENOID
LVE D SOLENOID
VALVE
V-5401 V-5402 V-5120 V-5128
NTERCONNECTION DIAGRAM
N.T.S.
Type
Manufacturer and
Catalog Number
Description
Volts
(Watts)
Remarks
A
COLUMBIA LXEM
4' DUST & MOISTURE RESISTANT LED
120-277
LXEM4-30LW-RFA-
FIXTURE; HIGH IMPACT ACRYLIC
(47)
EU
GASKETED ENCLOSURE SUITABLE FOR
DAMP LOCATIONS; LOW WATT OUTPUT
50°C
J
HUBBELL LNC
LED WALL MOUNT LIGHTING KIT, DIE
120-277
LNC-9LU-4K-3-3
CAST ALUMINUM HOUSING, POWDER
(22)
GRAY FINISH
LIGHTING FIXTURE SCHEDULE
FRAZER, PENNSYLVANIA
[phone]
Keystone NC FIRM
ET
NC FIRM LICENSE
ENGINEERING GROUP #C-4604
6 5
NC Firm License # C-3035
Civil & Environmental Consultants, Inc.
1900 Center Park Drive - Suite A -Charlotte, NC 28217
Ph: 980.237.0373 • Fax: [phone]
www.cecinc.com
F,
120/208 V. 3 PHASE 60HZ 4 WIRE LIGHTING PANEL LP1 SCHEDULE
SERVICE
C/B
KVA
'Z
A
n
n
n
n
n40
n
n
n
n
n
n
n
n
n
n
B
C N
n
n
n
n
n
n
n
n
n
n
n
n
n
n
n
YZ
KVA
C/B
SERVICE
INDOOR LIGHTING
20A
1
2
20A
INDOOR RECEPTACLES
OUTDOOR LIGHTING
20A
3
4
20A
OUTDOOR RECEPTACLES
SPARE
20A
5
6
30PA
HEAT PUMP HP-01
FIT-5301
20A
7
8
FIT-5302
20A
9
10
AIT-5309
20A
11
12
20A
AIT-5312
AIT-5310
20A
13
14
20A
AIT-5313
SPARE
20A
15
16
20A
LIT-5314
LIT-5311
20A
17
18
20A
SPARE
SPARE
20A
19
20
20A
SPARE
MBBR #1 SOLENOID, V-5120
20A
21
22
20A
MBBR #2 SOLENOID, V-5128
B-5403 COOLING FAN
20A
23
24
20A
B-5404 COOLING FAN
B-5405 COOLING FAN
20A
25
26
20A
SPARE
SPARE
20A
27
28
20A
SPARE
SPARE
120AI
29
301
120AISPARE
PANEL MTD: SURFACE TYPE: NQOD
MANUFACTURER: SQUARE `D' MAIN LUGS: PANEL LOADING SCHEDULE
MAIN BREAKER: 125A FEEDER ENTRY: PHASE WATTS (KW)
FEEDER SIZE: ENCLOSURE: NEMA 1 A
BRANCH BREAKERS GUTTERS: TOP BOTTOM B
C
NO. POLES AMPS. SIDES
CONNECTED LOAD
SPARE
TOTAL LOAD
o'.j LIGHTING PANEL `LP1' SCHEDULE
PROPOSED
MOUNTAIRE FARMS, INC BLOWER BUILDING ELECTRICAL PLAN,
WASTEWATER TREATMENT SCHEDULES AND DETAILS
SYSTEM UPGRADE DATE: APRIL 2018 DRAWN BY: JKS
LUMBER BRIDGE, NORTH CAROLINA DWG SCALE: CHECKED BY: GPT/MDW
PROJECT NO:
APPROVED BY:
3 2
DRAWING NO.:
174-540
GPT SHEET
1
G
F
Mal
ML
502 lA
OF