HomeMy WebLinkAboutProposed Sewage Treatment Plan
PROPOSED SEWAGE TREATMENT PLANT
DEPARTMENT
PLANS
PROJECT CONTACTS
REFERENCE NO.
ISSUED FOR: SCDHS
ENGINEER:
P.W. GROSSER CONSULTING
SCDHS:C-22-0081
ENGINEER AND HYDROGEOLOGIST, P.C.
630 JOHNSON AVENUE, SUITE 7, BOHEMIA, NY 11716
SHEET INDEX
TEL (631) 589-6353 FAX (631) 589-8705
TAG
NO.TITLE
7
1.G-1 TITLE PAGE
6
5
2.G-2GENERAL NOTES & LEGEND
4
3
3.G-3BORING DATA
MUNICIPAL CONTACTSOWNER INFORMATION
2
1
NumberRevision DescriptionRevision Date
4.C-1OVERALL SITE PLAN
COUNTY:
OWNER:
Designed ByDate Submitted
5.C-2PARTIAL SITE PLAN
BAG/LT-
Drawn ByDate Created
THE ENCLAVES
6.C-3PROFILES AND SITE RPZ DETAILS LT11/11/2022
Approved ByScale
56655 ROUTE 25
BAGAS NOTED
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
7.C-4SITE DETAILS I
Client:
SOUTHOLD, NY 11971
OFFICE OF WASTEWATER MANAGEMENT
8.C-5SITE DETAILS II
360 YAPHANK AVE, YAPHANK, NY 11980
9.A-1ARCHITECTURAL DETAILS AND CODE COMPLIANCE
TEL (631) 852-5700
Project:
10.A-2CONTROL BUILDING FLOOR PLAN
11.A-3CONTROL BLDG. ELEVATIONS AND SECTIONS
DEPARTMENT REFERENCE NO.
12.S-1STRUCTURAL NOTES
13.S-2CONTROL BUILDING FOUNDATION & ROOF PLANS
SITE INFORMATION
Project Address:
14.M-1HYDRAULIC PROFILE AND PROCESS FLOW SCHEMATIC
SCDHS:C-22-0081
15.M-2 CONTROL BLDG. MECHANICAL PLAN
SITE:56655 ROUTE 25
16.M-3PROCESS TANK DETAILS
SOUTHOLD, NY 11971
County Tax Map Number:Contract Number:
1000-63-3-15-
SCTM #:1000-63-3-15
Regulatory Reference Number:
17.M-4PROCESS TANK DETAILS
-
LOT AREA: 6.75 AC
Title of Drawing:
18.M-5PUMP STATION AND SCREEN DETAILS
GWMZ:ZONE IV
19.M-6MECHANICAL DETAILS
BUILDING CLASSIFICATION:COMMERCIAL COMMUNITY
COVER
20.E-1 ELECTRICAL SITE PLAN
SHEET
21.E-2ONE LINE DIAGRAM AND CONTROL BLDG. POWER PLAN
22.E-3 CONTROL BLDG. ELECTRICAL LIGHTING PLAN
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (G-1(1))PLOT DATE/TIME: May 24, 2024-4:37pm By: ltang
SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES
PLAN LEGEND:
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
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1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
GENERAL
NOTES &
LEGEND
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (G-2 (2))PLOT DATE/TIME: May 24, 2024-4:37pm By: ltang
SCDHS APPROVAL BOX
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
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4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
BORING
DATA
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (G-3 (3))PLOT DATE/TIME: May 24, 2024-4:38pm By: ltang
2828
2626
3131
26.526.5
2727
2626
2626
2727
2828
2929
3232
26.526.5
32.532.5
2626
DEPARTMENT
2828
REFERENCE NO.
3030
2929
SCDHS:C-22-0081
3131
3232
3434
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6
3333
5
4
3
2
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NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Sanitary Calculations
Client:
GREASE TRAP (GS-1) DESIGN
ALLOWABLE SANITARY DENSITY FLOW
Project:
6.75 ACRES X 600 GPD/ACRE = 4,050 GPD
REQUIRED:1,480 GPD X 1 DAY = 1,480 GPD
PROPOSED SANITARY DENSITY FLOW
PROVIDED:(1) 8' DIA. X 5' LIQUID DEPTH GREASE TRAP (1,500 GAL)
COORDINATE SYSTEMS:
74 SEATS RESTAURANT X 10 GPD/SEAT= 740 GPD
GREASE TRAP (GS-2) DESIGN
1.HORIZONTAL COORDINATE SYSTEM: NAD 1983, STATE PLANE, NEW
6 BAR SEATS X 10 GPD/SEAT= 60 GPD
YORK, LONG ISLAND ZONE, US SURVEY FEET.
44 UNITS HOTEL X 150 GPD/UNIT= 6,600 GPD
REQUIRED:2,010 GPD X 1 DAY = 2,010 GPD
2.VERTICAL DATUM: NORTH AMERICA VERTICAL DATUM (NAVD) 1988.
(INCLUDES 4 COTTAGES)
Project Address:
100 SEATS EVENT SPACE X 5 GPD/SEAT = 500 GPD
PROVIDED:(1) 10' DIA. X 5' LIQUID DEPTH GREASE TRAP (2,500 GAL)
NOTE:
TOTAL SANITARY FLOW = 7,900 GPD
STP DESIGN FLOW
ENTIRE STP SITE (DRIVEWAY & PARKING AREA) TO BE ASPHALT PAVED:
NOTE: THERE ARE 88 SEATS RESTAURANT IN HOTEL FOR GUESTS USE ONLY,
THEREFORE NO ADDITIONAL FLOW PRODUCED.
PROPOSED RESTAURANT DESIGN FLOW
2" TOP COURSE, SPECIFICATION SECTION 403 - HOT MIX ASPHALT (HMA)
County Tax Map Number:Contract Number:
PAVEMENTS FOR MUNICIPALITIES (LATEST SPEC CAN BE OBTAINED FROM
1000-63-3-15-
SINCE PROPOSED EXCEEDS ALLOWABLE A SEWAGE TREATMENT PLANT (STP)
74 SEATS X 30 GPD/SEAT = 2,220 GPD
1
Regulatory Reference Number:
SCDPW LABORATORY DIVISION), 2 " BINDER COURSE NYSDOT TYPE 3, 6"
2
HAS BEEN PROVIDED.
-
BASE NYSDOT ITEM 304.1019917 - RCA, COMPACTED SUB-GRADE.
Title of Drawing:
6 BAR SEATS X 15 GPD/SEAT = 90 GPD
PROPOSED GREASE TRAP SIZING
PROPOSED 44 UNIT HOTEL
PROPOSED 74 SEATS RESTAURANT
NOTE:
OVERALL
150 GPD/UNIT X 44 UNITS = 6,600 GPD
KITCHEN FLOW = 20 GPD/SEAT X 74 SEATS = 1,480 GPD
SURVEY PREPARED BY JOHN MINTO SURVEYOR, 93 SMITHTOWN
BOULEVARD, SMITHTOWN, NY DATED JULY 6, 2015.
PROPOSED 88 SEATS FOR HOTEL RESTAURANT
SITE
PROPOSED 6 BAR SEATS RESTAURANT
20 GPD/SEAT X 88 SEATS = 1,760 GPD
PLAN
KITCHEN FLOW = 5 GPD/SEAT X 6 SEATS = 30 GPD
SCDHS APPROVAL BOX
PROPOSED EVENT SPACE DESIGN FLOW NOTES
PROPOSED 100 SEATS EVENT SPACE
1.SANITARY SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH ALL
100 SEATS X 7.5 GPD/SEAT = 750 GPD
Drawing Number:
SCDHS REQUIREMENTS.
KITCHEN FLOW = 2.5 GPD/SEAT X 100 SEATS = 250 GPD
2.ALL ELEVATIONS ARE IN NAVD88.
REQUIRED STP DESIGN FLOW : 2,220 GPD + 90 GPD + 6,600 GPD + 1,760 GPD + 750 GPD = 11,420 GPD
3.NO PROPOSED STORM DRAINS WITHIN 20' OF THE PROPOSED SANITARY
PROPOSED 88 SEATS FOR HOTEL RESTAURANT
SYSTEM, UNLESS OTHERWISE SHOWN ON PLANS.
4.NO PRIVATE WELLS WITHIN 150 FT OF LEACHING POOLS AND NO PUBLIC
LEACHING POOL DESIGN
WELLS WITHIN 200 FT OF LEACHING POOLS.
KITCHEN FLOW = 20 GPD/SEAT X 88 SEATS = 1,760 GPD
5.STP CONTROL BUILDING IS A "U" BUILDING WITH AN ADA ACCESSIBLE
BATHROOM.
REQUIRED:11,420 GPD / 5 GPD/SF = 2,284 SF
TOTAL KITCHEN FLOW: 1,480 GPD + 30 GPD + 250 GPD + 1,760 GPD = 3,520 GPD
Sheetof
PROVIDED:NEW LEACHING POOLS
05/24/2024
10' DIA. LEACHING POOL HAS 31.4 SF PER VERTICAL LINEAR FEET (VLF)
PWGC Project Number:
2,284 SF / 31.4 SF/LF = 72.73 LF
Unauthorized alteration or addition
FIVE (6) OF 10' DIA. BY 13' EFF. DEPTH LEACHING POOLS
to this drawing and related documents
is a violation of Section 7209
78 VLF PROVIDED;
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (C-1 (4))PLOT DATE/TIME: May 24, 2024-4:40pm By: ltang
3131
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
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2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
3232
County Tax Map Number:Contract Number:
Pump Station Air Velocity
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
Calculations
Odor Control Calculations
FAN DUCT
PARTIAL
AIR FLOW RATE =335.37 CFM
SITE
APPR. PIPE LENGTH=13.7 FT
PIPE DIAMETER=8 IN (7.565 IN I.D.)
PLAN
SCDHS APPROVAL BOX
FRICTION LOSS=0.266 IN H2O/100FT
Drawing Number:
AIR VELOCITY=1,074 FT/MIN
EXHAUST GOOSENECK
NOTE:
COORDINATE SYSTEMS:
Pump Station Ventilation
ENTIRE STP SITE (DRIVEWAY) TO BE ASPHALT PAVED:
REQUIRED AIR FLOW RATE = 335.37 CFM
1.HORIZONTAL COORDINATE SYSTEM: NAD 1983,
STATE PLANE, NEW YORK, LONG ISLAND ZONE,
2" TOP COURSE, SPECIFICATION SECTION 403 - HOT MIX ASPHALT (HMA)
APPR. PIPE LENGTH=3.50 FT
US SURVEY FEET.
Sheetof
PAVEMENTS FOR MUNICIPALITIES (LATEST SPEC CAN BE OBTAINED FROM
2.VERTICAL DATUM: NORTH AMERICA VERTICAL
1
PIPE DIAMETER=12 IN (11.294 IN I.D.)
SCDPW LABORATORY DIVISION), 2 " BINDER COURSE NYSDOT TYPE 3, 6"
2
05/24/2024
DATUM (NAVD) 1988.
BASE NYSDOT ITEM 304.1019917 - RCA, COMPACTED SUB-GRADE.
PWGC Project Number:
FRICTION LOSS=0.0356 IN H2O/100FT
Unauthorized alteration or addition
to this drawing and related documents
AIR VELOCITY=482 FT/MIN
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (C-2 (5))PLOT DATE/TIME: May 24, 2024-4:43pm By: ltang
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
PROFILES
AND SITE
RPZ DETAILS
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (C-3 (6))PLOT DATE/TIME: May 24, 2024-4:48pm By: ltang
HEAVY DUTY AND
LOCKING CAST IRON
COVER TO GRADE
GRADE
TOP, DIAGONAL, AND BOTTOM
HEAVY DUTY AND
MIN. 4" DIA. D.I. PIPE OR
CONCRETERAIL 1.66" O.D. PIPE
MANHOLE BOTTOM TO BE A
LOCKING CAST IRON
EQUIVALENT, PITCHED @
CHAIN LINK FABRIC
1.66" O.D. BRACE RAIL
2.5' MAX.CHIMNEY
1
2' MAX.
MINIMUM OF 12" BELOW BOTTOM
COVER TO GRADECHAIN LINK FABRIC 2: X6" GA.
"/FT.
8
2: X6" GA. TYPE 1
BLACK VINYL PRIVACY
OF INVERT OF DOWNSTREAM PIPE
TYPE 1 ALUM. COATED
GRADE
ALUM. COATED
SLATS
CLASS "A" CONCRETE FILL 4,000
CONCRETE
20"
H20 LOAD DOME (4" MIN.)
PSI TYPE II CEMENTCHIMNEY
2.5' MAX.
MIN. 4" DIA. D.I. PIPE OR
2' MAX.
EQUIVALENT, PITCHED @
1
"/FT.
8
20"
H20 LOAD DOME (4" MIN.)
INLET
8'-0"
24"
INLET
20' MAX.
OUTLET
TYPE "F" ADJUSTABLE LOCKING CAST
IRON FRAME & COVER (WATER TIGHT
3' MIN.
& INSECT PROOF)
3' MIN.3'-0" MIN.
20' MAX.
3"
DEPTH
6 FT. GATE
DOUBLE GATES
13' EFFECTIVE
(TYP. OF 2)
18" DROP "T"
12"
SECURED BY CHAIN
(IF DISTRIB. POOL)
TYP.
AND PAD LOCK
6' MIN. PENETRATION
DEPTHINTO A VIRGIN STRATA
OF SAND & GRAVEL
13' EFFECTIVE
10'
3' MIN.
TO GROUNDWATER
BACKFILL WITH
CLEAN SAND & GRAVEL
6' MIN. PENETRATION
10'
DOME TOP
3' MIN.
INTO A VIRGIN STRATA
BLACK VINYL PRIVACY SLATS
TERMINAL POST
TO GROUNDWATER
OF SAND & GRAVEL
LINE POST 2.875" O.D. PIPE
2.875" O.D PIPE
HIGHEST EXPECTED GROUNDWATER ELEVATION 4.53'
TOP RAIL THROUGHOUT
LINE POST TIE 12" O.C.
1.66" O.D. PIPE
CONFIRMED PER USGS DEPTH TO GROUNDWATER VIEWER 8 GAGE ALUM. (TYP.)
NOTE:
RAIL TIE 18" O.C.
TENSION BAR
1. REFER TO THE DESIGN CALCULATIONS FOR THE MINIMUM EFFECTIVE DEPTH OF THE LEACHING POOL.
1.66" O.D. BRACE RAIL
TENSION BAND 12" O.C.
BACKFILL WITH
2. THE CONTRACTOR IS ADVISED THAT THE EFFECTIVE DEPTH IS NOT THE ACTUAL DEPTH OF THE
CLEAN SAND & GRAVEL
BRACE BAND
LINE POST LOOP TOP
LEACHING POOL. THE CONTRACTOR SHALL INSTALL ADDITIONAL "DUMMY RINGS" AS REQUIRED TO
NOTE:
ACHIEVE THE EFFECTIVE DEPTH SPECIFIED.
3. DESIGN CONCRETE COMPRESSIVE STRENGTH = 4,000 PSI AT 28 DAYS, AASHTO H-20 LOADING.
1. SUFFOLK COUNTY HEALTH DEPARTMENT MIN. SIDEWALL AREA REQUIRED = 300 SF.
2. DESIGN CONCRETE COMPRESSIVE STRENGTH = 4,000 PSI AT 28 DAYS, AASHTO H-20 LOADING.
3. SEAL UNITS WITH GROUT.
6'-0"
3/8" (9.5 MM) DIA.
TRUSS ROD
2" CLEARANCE
3'-0" MIN.
BOTTOM SELVAGE
TENSION WIRE
TRUSS ROD TIGHTENER WITH
7 GA. TIE TO POST
12"
BRACE BAND 10'-0" MAX.
TYP.
2" TOP COURSE, SCDPW 403 - HOT MIX ASPHALT
POURED CONC.
10'-0" MAX.
(HMA) PAVEMENTS FOR MUNICIPALITIES
FOOTING (TYP.)
TYP.
2 1/2" BINDER COURSE NYSDOT TYPE 3
6" BASE COURSE, NYSDOT ITEM
304.10119917 - RCA
DEPARTMENT
COMPACTED SUB-GRADE
REFERENCE NO.
SCDHS:C-22-0081
7
6
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1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
PIPE TRENCH DETAILS
Project Address:
SCALE: NOT TO SCALE
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
SITE
DETAILS I
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (C-4 (7))PLOT DATE/TIME: May 24, 2024-4:48pm By: ltang
HEAVY DUTY- LOCKING
HEAVY DUTY- LOCKING
CAST IRON COVER TO
CAST IRON COVER TO
GRADE (TYP.)
GRADE (TYP.)
20" MIN. OPENING
20" MIN. OPENING
CONCRETE CHIMNEY
CONCRETE CHIMNEY
GRADE 26.5 ±
GRADE 29.85 ±
8" MIN. REINFORCED
8" MIN. REINFORCED
2' MAX.
2.5' MAX.
CONCRETE H202' MAX.
2.5' MAX.
CONCRETE H20
CHIMNEY
CHIMNEY
LOADING TOP SLAB.
LOADING TOP SLAB.
ADD DUMMY RING
INLET FROM
AS REQUIRED
ADD DUMMY RIND
KITCHEN LINE
AS REQURED
12" MIN.
12" MIN.
OUTLET
OUTLET
6"
INLET FROM
6"
KITCHEN LINE
6" DIA. DR-18 PVC
6" DIA. DR-18 PVC
6" DIA. DR-18 PVC PIPE
PIPE OR
6" DIA. DR-18 PVC PIPE
PIPE OR
1
1
PITCHED MIN. "/FT.
EQUIVALENT,
4
PITCHED MIN. "/FT.
4
EQUIVALENT,
1
INV. 19.10
1
PITCHED MIN. "/FT.
INV. 12.91
8
4'
PITCHED MIN. "/FT.
8
4'
INV. 18.60
5'INV. 12.41
5'
4"
4"
4" MIN.
MONOLITHIC
MONOLITHIC
CONSTRUCTED UP TO 12"
CONSTRUCTED UP TO 12"
12"
12"
4" MIN.
BOT. ELEV. 13.26
BOT. ELEV. 7.07
8'
10'
NOTE:
NOTE:
SCALE: NOT TO SCALE
1. SLABS, DOMES, COVERS TO BE PRECAST REINFORCED CONCRETE, TRAFFIC
1. SLABS, DOMES, COVERS TO BE PRECAST REINFORCED CONCRETE, TRAFFIC
BEARING AASHTO H-20 LOADING.
BEARING AASHTO H-20 LOADING.
2. DESIGN CONCRETE COMPRESSIVE STRENGTH = 4,000 PSI AT 28 DAYS.
2. DESIGN CONCRETE COMPRESSIVE STRENGTH = 4,000 PSI AT 28 DAYS.
3. OPENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF
3. OPENINGS TO BE 24 INCH MINIMUM WITH WATERTIGHT AND INSECT-PROOF
LOCKING CAST IRON COVER.
LOCKING CAST IRON COVER.
4. PROVIDE A MONOLITHIC CAST OF THE BOTTOM SLAB AND 1 FOOT OF SIDEWALL.
4. PROVIDE A MONOLITHIC CAST OF THE BOTTOM SLAB AND 1 FOOT OF SIDEWALL.
5. SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT, SEE JOINT DETAIL.
5. SEAL UNITS WITH BUTYL RUBBER JOINT SEALANT, SEE JOINT DETAIL.
6. DUMMY RINGS SHALL BE UTILIZED TO BRING COVERS TO GRADE.
6. DUMMY RINGS SHALL BE UTILIZED TO BRING COVERS TO GRADE.
PUMP CALCULATIONS (PS-1):
PUMP CALCULATIONS (PS-1):
120"
ALARM
ON
OFF
DEPARTMENT
PUMP CALCULATIONS (PS-2):
REFERENCE NO.
SCDHS:C-22-0081
PUMP STATION NOTE:
E-ONE PUMP (PS-1) PERFORMANCE CURVES
1.PROVIDE FLOOD PROOF VENT AND LID.
2.PROVIDE RISERS AS NECESSARY TO ELEVATE LIT TO GRADE.
3.PUMP SHALL BE EXPLOSION PROOF.
SCALE: NOT TO SCALE
4.USE THE BALLAST KIT FROM E-ONE FOR ANTI-FLOATION.
5.USE PLC MULTIPLEX PANEL TO SEQUENCE 2 PUMPS WORKS AT SAME TIME.
6.ALL ELECTRICAL COMPONENTS, INCLUDING PUMPS, FANS AND WIRING, SHALL BE EXPLOSION
PROOF AND CONFORM THE REQUIREMENTS FOR CLASS I, DIVISION 1, GROUP D OF THE NATIONAL
ELECTRICAL CODE.
7
PUMP STATION PUMP DISCONNECT
7.PUMP STATION CAN BE SERVICED FOR MAINTENANCE OR REPAIR WITHOUT THE NEED TO ENTER
6
THE WET WELL.
8.ADEQUATE VENTILATION AND SAFETY EQUIPMENT REQUIRED FOR MAINTENANCE AND REPAIR OF
5
PUMP STATION
SWITCH DETAIL
9.DIMENSIONS ARE FOR REFERENCE ONLY.
4
3
SCALE: NOT TO SCALE
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
d. Velocity = Flow = 27.2 gpm or 0.06 ft^3/s = 3.03 ft/s
LT11/11/2022
Approved ByScale
Area 0.02 ft^2
BAGAS NOTED
Client:
Project:
240"
ALARM LIGHT
HINGED ALUMINUM
DEADFRONT
ALARM
NEMA 4X ENCLOSURE
ON
TOUCH SCREEN INTERFACE
(FIBERGLASS)
Project Address:
OFF
HOA SWITCH (4)
PLC CIRCUIT BREAKER
EONE PUMP STATION ACCESS HATCH/COVER DETAILS
DOUBLE-POLE PUMP
CIRCUIT BREAKERS (4)
ALARM CIRCUIT BREAKER
SCALE: NOT TO SCALE
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
E/ONE PLC MULTIPLEX PANEL FEATURES
•THE E/ONE PLC MULTIPLEX PANEL IS DESIGNED TO CONTROL UP TO 4 E/ONE METERING
TERMINAL BLOCKS FOR 120V CONTROLS (4)
CONTROL CIRCUIT BREAKER
PUMPS USING INPUT FROM A PRESSURE TRANSDUCER. THE PANEL HAS MANY FEATURES
d. Velocity = Flow = 28.3 gpm or 0.06 ft^3/s = 3.15 ft/s
FROM PROTECT PLUS - FULLY DESCRIBED BELOW
TERMINAL BLOCKS FOR 24V POWER (12)
GROUND BAR (2)
Area 0.02 ft^2
SITE
•PLC PANEL SPECIFIC FEATURES INCLUDE:
•TOUCH SCREEN CONTROLLER INTERFACE
•PUMP DATA READOUT: CYCLE COUNT, PUMP CURRENT, TOTAL RUNTIME, FLUID LEVEL,
24V POWER SUPPLY
PROGRAMMABLE
HAND/AUTO
DETAILS II
LOGIC CONTROLLER
•PRESSURE TRANSDUCER PROVIDES LIVE FLUID LEVEL READOUT TO INTERFACE
ALUMINUM BACK PLATE
•HIGH AND LOW LEVEL FLOATS AS BACKUPS TO PRESSURE TRANSDUCER
PLC ANALOG INPUT MODULE
•EDITABLE RUN & ALARM LEVELS (RUN LEVEL 1, 2, 3, 4 AND ALARM)
E-ONE PUMP (PS-2) PERFORMANCE CURVES
•EDITABLE TROUBLE CONDITION SET POINTS (OVERPRESSURE)
•PUMP SEQUENCING BASED ON RUNTIME AND FLUID LEVEL
CURRENT TRANSDUCERS (2)
240V CONTACTOR (4)
•KEEPS WEAR AND TEAR EVEN BY KEEPING RUNTIMES EQUAL
SCALE: NOT TO SCALE
•ALL AVAILABLE PUMPS HAVE AN OPPORTUNITY TO RUN BEFORE ALARM LEVEL IS
SCDHS APPROVAL BOX
PUMP STATION NOTE:
REACHED
VOLTAGE TRANSDUCER
1.PROVIDE FLOOD PROOF VENT AND LID.
•LEAD - LAG RELATIONSHIPS DETERMINED DYNAMICALLY BASED ON RUNTIME
WIRE DUCT (5 FT)
2.PROVIDE RISERS AS NECESSARY TO ELEVATE LIT TO GRADE.
•SEQUENCING LOGIC SKIPS DISABLED PUMPS
3.PUMP SHALL BE EXPLOSION PROOF.
•"NEXT TO RUN" INDICATOR Drawing Number:
4.USE THE BALLAST KIT FROM E-ONE FOR ANTI-FLOATION.
•MANUAL TROUBLE CONDITION RESET
5.USE PLC MULTIPLEX PANEL TO SEQUENCE 2 PUMPS WORKS AT SAME TIME.
•TIDY PANEL WIRING VIA WIRE DUCTS
6.ALL ELECTRICAL COMPONENTS, INCLUDING PUMPS, FANS AND WIRING, SHALL BE EXPLOSION
•HINGED ALUMINUM DEADFRONT AND ALUMINUM BACK PLATE
PROOF AND CONFORM THE REQUIREMENTS FOR CLASS I, DIVISION 1, GROUP D OF THE NATIONAL
30 A TERMINAL BLOCKS (22)
ELECTRICAL CODE.
•ALSO INCLUDES THE FOLLOWING GENERAL FEATURES:
7.PUMP STATION CAN BE SERVICED FOR MAINTENANCE OR REPAIR WITHOUT THE NEED TO ENTER
50 A TERMINAL BLOCKS (4)
THE WET WELL.
(INCOMING POWER)
•EXTERNAL AUDIBLE AND VISUAL ALARM
8.ADEQUATE VENTILATION AND SAFETY EQUIPMENT REQUIRED FOR MAINTENANCE AND REPAIR OF
•MANUAL ALARM SILENCE
PUMP STATION
BUZZER AND SILENCE SWITCH
•MANUAL RUN
9.DIMENSIONS ARE FOR REFERENCE ONLY.
•TROUBLE INDICATIONS: OVERPRESSURE, BROWNOUT, OVERVOLTAGE, PUMP FAILED
TO START
Sheetof
•PADLOCK
•PREDICTIVE ALARMS
•REAL TIME PUMP PERFORMANCE
•NEMA 4X ENCLOSURE, FIBERGLASS, 24" X 20" X 10"
05/24/2024
E-ONE PLC MULTIPLEX PANEL DETAIL
PWGC Project Number:
•ENCLOSURE OPTIONS:
SCALE: NOT TO SCALE
•STAINLESS STEEL
Unauthorized alteration or addition
•COOLING FAN
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (C-5 (8))PLOT DATE/TIME: May 24, 2024-4:49pm By: ltang
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
ARCHITECTURAL
DETAILS & CODE
COMPLIANCE
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (A-1 (9))PLOT DATE/TIME: May 24, 2024-4:50pm By: ltang
C
L
FILE
CABINET
WC
DESK
C
L
LABORATORY
BLOWER
ROOM
C
L
C
L UTILITY
METER
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
DOOR & HARDWARE SCHEDULE
6
5
4
3
2
1
LEGEND
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
CONTROL
LOUVER SCHEDULE
BUILDING
FLOOR PLAN
SCDHS APPROVAL BOX
Drawing Number:
EXHAUST FAN SCHEDULE
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (A-2 (10))PLOT DATE/TIME: May 24, 2024-4:51pm By: ltang
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
CONTROL BLDG.
ELEVATIONS &
SECTIONS
SCDHS APPROVAL BOX
Drawing Number:
CONTROL FILL
(SEE SHT. S-1)
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (A-3 (11))PLOT DATE/TIME: May 24, 2024-4:52pm By: ltang
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
STRUCTURAL
NOTES
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (S-1 (12))PLOT DATE/TIME: May 24, 2024-4:53pm By: ltang
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
ROOF PLANK
ROOF PLANK
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (S-2 (13))PLOT DATE/TIME: May 24, 2024-4:54pm By: ltang
INV. 37.54
TOP OF VAULT
TOP ELEV. 33.00
TOP OF TANK ELEV. 32.50ELEV. 32.78
RIM ELEV. 32.38
RIM ELEV. VARIES, SEE SHEET C-2
RIM ELEV. 31.90 (DLP-1 & 2)
BOT. ELEV. 21.50
BOT. ELEV. 20.50
19.05 HWL ALARM (FLOAT)
18.80 HWL ALARM, BOTH PUMPS ON
(MULTITRODE)
18.55 LAG PUMP ON (MULTITRODE)
18.30 LAG PUMP OFF (MULTITRODE)
6.40' EFF.
(1) 13' E.D. DISTRIBUTION LEACHING POOL (DLP-1 & 2)
DEPTH(4) 13' E.D. LEACHING POOL (LP-1 TO LP-4)
BOT. ELEV. 15.00 (DLP-1 & 2)
BOT.ELEV. OF 14.70 (LP-1 TO LP-4)
12.40 LEAD PUMP ON (MULTITRODE)
12.15 LEAD PUMP OFF (MULTITRODE)
11.90 LWL ALARM (MULTITRODE)
11.65 LWL ALARM (FLOAT)
10.65 BOTTOM OF INNER WELL
9.98 BOTTOM OF WELL
10' INNER DIAMETER
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
HYDRAULIC
6"
PROFILE &
FLOW SCHEMATIC
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (M-1 (14))PLOT DATE/TIME: May 24, 2024-4:55pm By: ltang
EQUIPMENT SCHEDULE CONTROL BUILDING
FILE
CABINET
2"2"
DESK
M-6M-6
UTILITY
METER
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
KAESER BLOWERSKAESER BLOWERSKAESER BLOWERS
BB52CBB52CBB52C
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
CONTROL BLDG.
MECHANICAL
PLAN
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (M-2 (15))PLOT DATE/TIME: May 24, 2024-4:55pm By: ltang
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
EQUIPMENT SCHEDULE - SITE
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
PROCESS
TANK
DETAILS
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (M-3 (16))PLOT DATE/TIME: May 24, 2024-4:56pm By: ltang
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
PROCESS
TANK
DETAILS
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (M-4 (17))PLOT DATE/TIME: May 24, 2024-4:56pm By: ltang
PUMP CONTROL PANEL
MOUNTED TO UNISTRUT FRAME
12" MIN. REINFORCED CONCRETE TOP
ATTACHED TO THE CONCRETE
S.S. CONSTANT HEAD / SPLITTER BOX
SLAB TO MEET AASHTO-H20 LOADING
WET WELL
SEE DETAIL, SHT. M-6
6" DIA. PLUG VALVE (TYP. OF 2)
DOWNBLAST BLOWER WITH WEATHER
HOOD AND PEDESTAL. PROVIDE
4" DIA. SCH 40 PVC ODOR CONTROL PIPE
CONCRETE ANCHORS TO SECURE
2'-0" x 2'-0", SINGLE DOOR STAINLESS
BLOWER TO TOP SLAB. SEE EQUIPMENT
STEEL ACCESS DOOR W/ SAFETY GRATING
SCHEDULE FOR DETAIL.
FITTING
6" DIA. 90
TO BE CASTE INTO SLAB. SEE NOTE No. 3
PVC SCH. 40 (FLANGED)
PUMP LIFT STAINLESS STEEL BASE.
(1,000 LBS. LIFTING CAPACITY)
6" x 4" REDUCER FITTING
SEE SHT. M-6 FOR PUMP LIFTING
PVC SCH. 40 (FLANGED)
ASSEMBLY DETAIL
4" DIA. 90 FITTING
6" DIA. D.I. 90 M.J. FITTING
PVC SCH. 40 (FLANGED)
(2) 3" DIA. HDPE SDR 11 FORCE
MAIN.
6" x 6" x 6" TEE FITTING
PVC SCH. 40 (FLANGED)
6" x 4" REDUCER FITTING
3S
TO MECHANICAL
PVC SCH. 40 (FLANGED)
SCREEN
8"DIA. DR-18 PVC SANITARY
6" DIA. RETURN PIPE FROM
4" DIA. 90 FITTING
INFLUENT PIPE FROM FACILITY
CONSTANT HEAD BOX
PVC SCH. 40 (FLANGED)
REMOVABLE SCREENING BASKET
6" DIA. 90 FITTING
4'-0" x 6'-0", DOUBLE DOOR STAINLESS STEEL
PVC SCH. 40 (FLANGED)
ACCESS DOOR W/ SAFETY GRATING TO BE
8" MIN. REINFORCED
12" DIA. PVC SCHEDULE 40 PIPE
CASTE INTO SLAB. SEE NOTE No. 3
CONCRETE SLAB
VENT WITH GOOSE NECK
2" DIA. SUPERNATE RETURN FORCE MAIN
TERMINATION, PVC BLASTGATE
FROM SLUDGE HOLDING TANK
DAMPER AND STAINLESS STEEL
TOP VIEW
BIRD SCREEN AT OUTLET
MECHANICAL SCREEN WITH BOX.
6" DIA. SCH. 80 PVC 90
4'-0" x 6'-0", DUAL LEAF STAINLESS STEEL
SEE DETAIL, SHT. M-6
ACCESS DOOR W/ SAFETY GRATING TO BE
4" DIA. 90 FITTING
CASTE INTO SLAB. SEE NOTE No. 3
PVC SCH. 40 (FLANGED)
#5 @ 6" O.C. BOTH WAYS,
12" DIA. D.I. PIPE VENT WITH GOOSE
NEW NEMA 4X STAINLESS STEELPROVIDE HEAT TRACE TAPE
6" DIA. SCH 80 PVC PIPE (M.J. FITTING)
TOP AND BOTTOM AND
NECK TERMINATION AND STAINLESS
FOR PIPE
PANEL WITHIN NEMA 4X ENCLOSURE
DOUBLE AT DOOR
STEEL BIRD SCREEN AT OUTLET
(TYP. FOR ALL PIPES ABOVE
MOUNTED ON STAINLESS KINDORF
TOP VIEW
OPENINGS
12"Ø PVC DAMPER MANUFACTURED BY
REMOVABLE SCREENING BASKET
GRADE TO PROTECT PIPESINV.
FRAME
BLASTGATE
DOUBLE REINFORCEMENT AT DOOR OPENINGS,
FROM FREEZING)
(37.54)
S.S. CONSTANT HEAD BOX
#5 @ 6" O.C.E.W., TOP AND BOTTOM
2'-0" x 2'-0", DUAL LEAF STAINLESS STEEL ACCESS DOOR W/
/ SPLITTER BOX
6" x 4" REDUCER FITTING
SAFETY GRATING TO BE CASTE INTO SLAB. SEE NOTE No. 3
DOWNBLAST BLOWER WITH
PVC SCH. 40 (FLANGED)
EXPLOSION PROOF CONDUIT SEAL
WEATHER HOOD AND PEDESTAL.
STAINLESS STEEL PUMP HOIST
6" DIA. 90 FITTING
(TYP. EACH CONDUIT)
PROVIDE CONCRETE ANCHORS
6" DIA. PLUG VALVE (TYP. OF 2)
INV.
12" MIN. REINFORCED CONCRETE TOPPVC SCH. 40 (FLANGED)
TO SECURE BLOWER TO TOP
(3) NEW 1-1/2 PVC ELECTRICAL CONDUITS
35.91)
SLAB TO MEET AASHTO-H20 LOADING
4" DIA. PVC SCH. 40 PIPE
M.J. FITTING
6" DIA. D.I. 90
SLAB. SEE EQUIPMENT
FOR PUMP POWER FEEDERS AND
NON-CORRODIBLE STAINLESS STEEL LADDER W/
SCHEDULE FOR DETAIL.
CONTROL WIRES
SCREEN BASE
316 STAINLESS STEAL HARDWARE, STAINLESS
8" DIA. SCH 80 PVC 18"
STEEL SAFETY POST & SAFETY RAIL
MIN.
8" MIN. REINFORCED
RIM 33.00
CONCRETE SLAB
#5 BARS AT 12" O.C. EACH WAY
TOP OF SLAB (32.73)
GRADE 32.00
GRADE
INSTALL EXPLOSION PROOF,GRADE (32.00)GRADE (32.00)
SEAL TIGHT FITTING
DEPARTMENT
RISER
18" MIN.
48" MIN.
SECTION
PERMANENT LIGHT FIXTURE -
REFERENCE NO.
BURY DEPTH
EV LED EXPLOSIONPROOF LED
TO MDP
48" MIN.
#5 BARS AT 12"
LIGHT FIXTURE W/ 200 W MIN.
BURY DEPTH
8" MIN. REINFORCED
STEEL TO PVC
O.C. EACH WAY
48" MIN.
TRANSITION FITTING CONCRETE SLAB
6" DIA. DR-18 RETURN PIPE
PROVIDE CONDUIT SEALSPVC TO STEEL TRANSITION FITTING
BURY DEPTH
JOINT DETAIL
FROM CONSTANT HEAD
(2) 4" DIA. PVC SCH. 40 FORCE MAIN AT
4" DIA. S.S. SCH. 10
INV. 25.15
4" DIA. SCH. 40 PVC, ODOR CONTROL
UNIFORM UPWARD SLOPE
FORCEMAIN
SCDHS:C-22-0081
VACUUM PIPING. INV. 30.40
TO MECHANICAL
19.05 HWL ALARM (FLOAT)
SCREEN
18.80 HWL ALARM, BOTH PUMPS ON
8"DIA. DR 18 SANITARY INFLUENT
(MULTITRODE)
PVC PIPE FROM MH INV. 19.30
STEEL TO PVC
18.55 LAG PUMP ON (MULTITRODE)
CAST IN PLACE FLEXIBLE RUBBER
18.30 LAG PUMP OFF (MULTITRODE)
SLEEVE WITH STAINLESS STEEL
SIDE VIEW
INV.27.00
SIDE VIEW
316 STAINLESS
STRAPS OR FLEXIBLE RUBBER BOOT.
STEEL LIFTING
4" DIA. PVC PLUG VALVE (TYP.)
12" - 4000 PSI.
#5 @ 8" O.C. BOTH WAYS
CABLE (TYP).
CONCRETE
FOR SIDE WALLS
S.O. CABLES TO PUMP
BASE
7
CONTROL PANEL
SECTION
6
MONOLITHICALLY
12.40 LEAD PUMP ON (MULTITRODE)
5
12.15 LEAD PUMP OFF (MULTITRODE)
CASTED
4
11.90 LWL ALARM (MULTITRODE)
4" DIA. S.S. SCH. 10 FORCE MAIN.
3
11.65 LWL ALARM (FLOAT)
(2) 2" DIA. 316 STAINLESS STEEL GUIDE RAILS
2
ELEV. 10.65'
(TYP). SEE DETAIL, SHT. M-6
EQUIPMENT SCHEDULE - SITE 1
NumberRevision DescriptionRevision Date
ELEV. 9.98'
4" X 4" AUTO COUPLING
Designed ByDate Submitted
SUBMERSIBLE EXPLOSION PROOF WASTEWATER PUMPS
CONC. FILL (TYP.)
BAG/LT-
(PROVIDE 316 STAINLESS STEEL LIFT OUTS CHAINS AND
Drawn ByDate Created
GUIDE RAILS. SEE MECHANICAL EQUIPMENT SCHEDULE.
8" THICK MIN. SLAB W/ TOP
11-30-2020
LT11/11/2022
SECTION
(ONLY ONE PUMP SHOWN FOR CLARITY)
AND BOTTOM, #5 @ 8" O.C.
Approved ByScale
BAGAS NOTED
EACH WAYS W/ DOWELS #5
Client:
AT 12" RADIALLY
NOTES:
1. CONCRETE STRUCTURE TO CONFORM TO A.S.T.M. C-478, LATEST REVISION DESIGN.
2. CONCRETE COMPRESSIVE STRENGTH = 4,000 PSI AT 28 DAYS, AASHTO-H20 LOADING.
3. HATCH DOOR SHALL HAVE LIFT ASSISTANCE HARDWARE, AND AUTOMATIC
Project:
HOLD-OPEN ARM WITH RELEASE HANDLE AUTOMATICALLY LOCKS COVER(S) IN THE
OPEN POSITION.
ELEVATION
PUMP LEVEL CONTROL
HWL ALARM (FLOAT)
19.05'
HWL ALARM, BOTH PUMPS ON (MULTITRODE)
18.80'
STEEL CHANNEL. TO BE SUPPORTED
LAG PUMP ON (MULTITRODE)18.55'
BY BUILDING ROOF ASSEMBLY.
LAG PUMP OFF (MULTITRODE)
18.30'
Project Address:
LEAD PUMP ON (MULTITRODE)12.40'
LEAD PUMP OFF (MULTITRODE)12.15'
LWL ALARM (MULTITRODE)
11.90'
11.65'
LWL ALARM (FLOAT)
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
THREADED ROD (TYP.)
-
Title of Drawing:
SIZE VARIES
CLEVIS HANGER GRINNEL OR
APPROVED EQUAL.
PUMP STATION
SPACING AS PER MANUFACTURER'S
RECOMMENDATION
AND
SCREEN DETAILS
SCDHS APPROVAL BOX
LENGHT AS REQ'D
Drawing Number:
1/4" THICK, 316 STAINLESS STEEL
Sheetof
- 45° V-NOTCH EFFLUENT WEIRS
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (M-5 (18))PLOT DATE/TIME: May 24, 2024-4:56pm By: ltang
1/4" DIA. SS
CABLE 30' LG.
2500 # WINCH
16"
WITH DISK BRAKE
A
ZINC PLATED
STATIC
HOOK WITH
LOOP
SAFETY LATCH
6
0
°
A
12"
24" MIN.
36" MAX.
46 3/16"
42"
39 1/4"
24 1/2
1 1/16" DIA. HOLE
3 1/2" SCH.
BOOM
IN GUSSETS
40 PIPE
FLOOR MOUNTED
3/4" DIA. SCH. 40
SOCKET OPTION
PIPE HANDLE
GUSSET
MAST
(4) 3/4" DIA.
ANCHOR BOLTS
SECTION A-A
SIDE VIEW
FITTINGS SHALL BE
EITHER FLANGED OR COMPRESSION.
2.ALL SEWAGE TREATMENT EQUIPMENT HARDWARE
ROUTINELY IN CONTACT WITH SEWAGE TO BE 316
STAINLESS STEEL.
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
MECHANICAL
DETAILS
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (M-6 (19))PLOT DATE/TIME: May 24, 2024-4:57pm By: ltang
NOTE:
1. INSTALL HANDHOLE WHERE INDICATED ON THE PLANS,
2. CABLES SHALL BE PULLED THROUGH HANDHOLE WITHOUT SPLICE. LEAVE FULL
COIL OF CABLE IN HANDHOLE.
3. BOND COVER FRAME, PULLING IRONS TO GROUND ROD WITH No. 8 BARE COPPER
CONDUCTORS.
4. HAND HOLE TO BE H-20 RATED, UNLESS OTHERWISE NOTED.
LEGEND
T
S
B
T
S
B
0
3
T
S
B
T
S
B
0
3
T
S
B
0
3
M
D
P
-
1
DEPARTMENT
N
I
H
C
T
I
W
S
T
H
G
I
L
O
REFERENCE NO.
TG
N
I
D
L
I
U
B
L
O
R
T
N
O
C
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
ELECTRICAL
SITE
PLAN
NOTE:
SCDHS APPROVAL BOX
1. INSTALL 2" PVC, SCHEDULE 80 CONDUIT TO BESST CONTROL PANEL IN CONTROL
BUILDING. RUN CABLE SUPPLIED BY OTHERS BETWEEN SONIC METER AND BESST
Drawing Number:
CONTROL PANEL.NOTE:
1. DETAIL SHOWN ABOVE IS FOR INFLUENT PUMPS.
2.SEE DRAWING E-2, ONE-LINE DIAGRAM FOR CONDUCTOR AND CONDUIT SIZES, NOT
2. PUMP CHAMBER IS CLASSIFIED CLASS 1, DIV 2.
SHOWN.
3. CONCRETE PAD SHALL BE 6-INCH LARGER THAN THE CONTROL PANEL ON ALL SIDES.
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (E-1(20))PLOT DATE/TIME: May 24, 2024-4:59pm By: ltang
ODOR CONTROL BLOWER
(TYP.)
1.0
1.0
ODOR CONTROL PANEL
BATHROOM EXHAUST FAN
(SEE LIGHTING DRAWING
1/15
SHEET E-4 FOR CONTROL)
J
T
T
J
1/15
MDP-6
J
WC
MDP-7
MDP-6
BST
2 GALLON ELECTRIC HOT
EXHAUST FAN
J
WATER HEATER
(TYP.)
FOR LOUVER
BST
FOR BLOWER
5.0
WALL MOUNTED 1.5 KW HEATER WITH
COOLING (TYP.)
INTEGRAL THERMOSTAT MODEL
BST
BROAN MODEL 124
J
4 #10, #126RD
BST
WALL MOUNTED 3 PHASE,
3KW HEATER WITH
TO GENERATOR
INTEGRAL THERMOSTAT
MDP-8
5.0
BST
MODEL BROAN MODEL 194
LABORATORY
BLOWER
MOTOR OPERATED LOUVER
J
MDP-9
(TYP.)
J
T
MDP-16
ROOM
AERATION TANK BLOWER & AIR LIFT
AUTOMATIC TRANSFER SWITCH (ATS)
TO GENERATOR
BST
5.0
BACKUP AERATION TANK /
SLUDGE HOLDING TANK BLOWER
SLUDGE HOLDING TANK BLOWER
J
J
MAIN SERVICE CIRCUIT BREAKER
UTILITY
METER
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
NOTE:
1. CIRCUIT ALL RECEPTACLES TO MDP-12.
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
MIXERMIXER
SUPERNATANTAERATIONBACKUPSLUDGE
No. 1No. 2
DECANTTANKAERATIONHOLDING
PUMPBLOWERTANK(8.63 FLA)(SPARE)
TANK / SLUDGE
(8.63 FLA)
No.1(16.8 FLA)HOLDING TANKBLOWER
(5.01 FLA)(16.8 FLA)
BLOWER
(SPARE)
SCDHS APPROVAL BOX
(16.8 FLA)
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (E-2(21))PLOT DATE/TIME: May 24, 2024-5:00pm By: ltang
MDP-13
WC
4 #10, #126RD
TO GENERATOR
MDP
LABORATORY
BLOWER
MOTOR OPERATED LOUVER
(TYP.)
ROOM
AUTOMATIC TRANSFER SWITCH (ATS)
TO GENERATOR
MDP-13
MAIN SERVICE CIRCUIT BREAKER
MDP-11
DEPARTMENT
REFERENCE NO.
SCDHS:C-22-0081
7
6
5
4
3
2
1
NumberRevision DescriptionRevision Date
Designed ByDate Submitted
BAG/LT-
Drawn ByDate Created
LT11/11/2022
Approved ByScale
BAGAS NOTED
Client:
Project:
Project Address:
County Tax Map Number:Contract Number:
1000-63-3-15-
Regulatory Reference Number:
-
Title of Drawing:
CONTROL BLDG.
ELECTRICAL
LIGHTING PLAN
SCDHS APPROVAL BOX
Drawing Number:
Sheetof
05/24/2024
PWGC Project Number:
Unauthorized alteration or addition
to this drawing and related documents
is a violation of Section 7209
of the New York State Education Law
PWGC FILE NAME: J:\\Projects A-D\\AVG\\1803- Enclaves DEIS\\STP\\CAD\\AVG1803-STP Design.dwg (E-3 (22))PLOT DATE/TIME: May 24, 2024-5:00pm By: ltang