Pittsylvania Phase 3 Construction_Drawings.pdf

APPROXIMATE

PROPERTY

BOUNDARY

USGS MAP SOURCE

7.5 MIN. QUADRANGLE:

PENDLETON, PHOTOREVISED 1989

VICINITY MAP

1" = 2,000'

PITTSYLVANIA COUNTY SANITARY LANDFILL

PHASE 3 CONSTRUCTION DRAWINGS

SOLID WASTE MANAGEMENT PERMIT #571

APRIL 2026

COUNTY LOCATION MAP

VIRGINIA

PITTSYLVANIA

COUNTY

DRAWING INDEX

SHEET DESCRIPTION

1 TITLE SHEET

2 GENERAL NOTES AND LEGEND

3 EXISTING CONDITIONS

4 CELL D BASE GRADES

5 ENGINEERING MODIFICATION GRADES

6 ACCESS ROAD PLAN AND PROFILE

7 LEACHATE COLLECTION SYSTEM DETAILS

8 MISCELLANEOUS DETAILS

9 LINER DETAILS

10 EROSION AND SEDIMENT CONTROL DETAILS

E-01 ELECTRICAL COVER SHEET

E-02 ELECTRICAL DETAILS

E-03 ELECTRICAL PLANS

PHASE 2 PARTIAL CLOSURE DRAWINGS

14 PHASE 2 PARTIAL CLOSURE INTERMEDIATE COVER GRADES

15 PHASE 2 PARTIAL CLOSURE FINAL GRADING PLAN

16 PHASE 2 PARTIAL CLOSURE ACCESS ROAD PLAN AND PROFILE

17 PHASE 2 PARTIAL CLOSURE EROSION AND SEDIMENT CONTROL PLAN

18 PHASE 2 PARTIAL CLOSURE EROSION AND SEDIMENT CONTROL DETAILS

19 PHASE 2 PARTIAL CLOSURE FINAL COVER DETAILS

20 PHASE 2 PARTIAL CLOSURE MISCELLANEOUS DETAILS

Revisions

NO: DATE: DESCRIPTION:

TITLE SHEET

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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ROANOKE

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ALLEGHANY

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LEE

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SMYTH

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TAZEWELL

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DICKENSON

AutoCAD SHX Text

WISE

AutoCAD SHX Text

SCOTT

AutoCAD SHX Text

WASHINGTON

AutoCAD SHX Text

RUSSELL

AutoCAD SHX Text

BUCHANAN

AutoCAD SHX Text

CARROLL

AutoCAD SHX Text

GRAYSON

AutoCAD SHX Text

WYTHE

AutoCAD SHX Text

BLAND

AutoCAD SHX Text

FLOYD

AutoCAD SHX Text

PATRICK

AutoCAD SHX Text

MONTGOMERY

AutoCAD SHX Text

PULASKI

AutoCAD SHX Text

GILES

AutoCAD SHX Text

CRAIG

AutoCAD SHX Text

SOUTHAMPTON

AutoCAD SHX Text

KING AND QUEEN

AutoCAD SHX Text

CHARLES

AutoCAD SHX Text

CITY

AutoCAD SHX Text

NEW KENT

AutoCAD SHX Text

KING WILLIAM

AutoCAD SHX Text

CHARLOTTE

AutoCAD SHX Text

BUCKINGHAM

AutoCAD SHX Text

ALBEMARLE

AutoCAD SHX Text

APPOMATTOX

AutoCAD SHX Text

PITTSYLVANIA

AutoCAD SHX Text

FRANKLIN

AutoCAD SHX Text

HENRY

AutoCAD SHX Text

BEDFORD

AutoCAD SHX Text

HALIFAX

AutoCAD SHX Text

CAMPBELL

AutoCAD SHX Text

ROCKBRIDGE

AutoCAD SHX Text

BOTETOURT

AutoCAD SHX Text

BATH

AutoCAD SHX Text

AMHERST

AutoCAD SHX Text

NELSON

AutoCAD SHX Text

BRUNSWICK

AutoCAD SHX Text

MECKLENBURG

AutoCAD SHX Text

LUNENBURG

AutoCAD SHX Text

EDWARD

AutoCAD SHX Text

PRINCE

AutoCAD SHX Text

NOTTOWAY

AutoCAD SHX Text

SUSSEX

AutoCAD SHX Text

GREENSVILLE

AutoCAD SHX Text

DINWIDDIE

AutoCAD SHX Text

GEORGE

AutoCAD SHX Text

PRINCE

AutoCAD SHX Text

POWHATAN

AutoCAD SHX Text

GOOCHLAND

AutoCAD SHX Text

CUMBERLAND

AutoCAD SHX Text

AMELIA

AutoCAD SHX Text

FLUVANNA

AutoCAD SHX Text

LOUISA

AutoCAD SHX Text

CHESTERFIELD

AutoCAD SHX Text

HENRICO

AutoCAD SHX Text

HANOVER

AutoCAD SHX Text

CAROLINE

AutoCAD SHX Text

GREENE

AutoCAD SHX Text

PAGE

AutoCAD SHX Text

SHENANDOAH

AutoCAD SHX Text

HIGHLAND

AutoCAD SHX Text

AUGUSTA

AutoCAD SHX Text

ROCKINGHAM

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SPOTSYLVANIA

AutoCAD SHX Text

FAUQUIER

AutoCAD SHX Text

CULPEPER

AutoCAD SHX Text

MADISON

AutoCAD SHX Text

ORANGE

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RAPPAHAN-

AutoCAD SHX Text

NOCK

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STAFFORD

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GEORGE

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KING

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PRINCE

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WILLIAM

AutoCAD SHX Text

LOUDOUN

AutoCAD SHX Text

FREDERICK

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WARREN

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CLARKE

AutoCAD SHX Text

FAIRFAX

AutoCAD SHX Text

JAMES

AutoCAD SHX Text

GLOUCESTER

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NORFOLK

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CHESAPEAKE

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HAMPTON

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OF

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WIGHT

AutoCAD SHX Text

SUFFOLK

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ISLE

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CITY

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SURRY

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YORK

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NEWPORT

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NEWS

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VIRGINIA

AutoCAD SHX Text

BEACH

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MATHEWS

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MIDDLESEX

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RICHMOND

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ESSEX

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LANCASTER

AutoCAD SHX Text

NORTHUMBERLAND

AutoCAD SHX Text

NORTHAMPTON

AutoCAD SHX Text

ACCOMACK

AutoCAD SHX Text

WESTMORELAND

GROUNDWATER MONITORING WELL

OBSERVATION WELL

NES WELL

PERFORMANCE WELL

SENTINEL WELL

EXTRACTION WELL

WETLANDS PIEZOMETER

PIEZOMETER

LANDFILL GAS PROBE

LFG EXTRACTION WELL WITH PUMP

LFG EXTRACTION WELL

SURFACE WATER MONITORING POINT

LEACHATE MONITORING POINT

BORE HOLE LOCATION

CORING LOCATION

SOIL SAMPLING LOCATION

TEST PIT LOCATION

BENCHMARK

SPRINGHEAD LOCATION

WELL LOCATION

CONTROL POINT

SYMBOLS

PROPERTY LINE / FACILITY BOUNDARY

EASEMENT

FENCE LINE

x

CONVENTIONAL SYMBOLS AND GENERAL NOTES

UTILITY POLE

HYDRANT

LIGHT POLE

TANK (SIZE VARIES)

TRANSFORMER

MANHOLE

CLEANOUT

OVERHEAD ELECTRIC OHE

UNDERGROUND ELECTRIC

OVERHEAD TELEPHONE

UNDERGROUND TELEPHONE

FORCEMAIN

SANITARY SEWER

PROCESS SEWER

RAILROAD

GUARDRAIL

NATURAL GAS

SOLID PIPE (TYPE NOTED)

PERFORATED PIPE (TYPE NOTED)

POTABLE WATER

RESOURCE PROTECTION AREA

RIGHT OF WAY

M

OHT

UGT UGT

PS

G

W

UGE UGE

PAVED ROAD

GRAVEL/DIRT ROAD

WASTE MANAGEMENT BOUNDARY

TREE LINE

SILT FENCE

EROSION AND SEDIMENT CONTROL FEATURES

FROM THE VIRGINIA STORMWATER MANAGEMENT CONTROL HANDBOOK

MAJOR TOPOGRAPHIC CONTOUR

MINOR TOPOGRAPHIC CONTOUR

GROUNDWATER SURFACE CONTOUR

(FT ABOVE MEAN SEA LEVEL)

SPOT ELEVATION

BEDROCK SURFACE CONTOUR

(FT ABOVE MEAN SEA LEVEL)

100 100

CULVERT (SIZE NOTED)

V-3VALVE LOCATION & IDENTIFICATION

CONDENSATE TRAP WITHOUT PUMP

STORMWATER PIPE OUTLET PROTECTION

DIVERSION

STORM WATER CONVEYANCE CHANNEL

IP INLET PROTECTION

PS PERMANENT SEEDING

DV

TEMPORARY SLOPE DRAIN

OP OUTLET PROTECTION

GENERAL EROSION AND SEDIMENT CONTROL NOTES:

ES-1 UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT

CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM

STANDARDS AND SPECIFICATIONS OF THE LATEST VERSION OF THE VIRGINIA STORMWATER

MANAGEMENT HANDBOOK AND VIRGINIA REGULATIONS 9VAC25-840-10, ET SEQ., EROSION AND

SEDIMENT CONTROL REGULATIONS.

ES-2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE

PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND

DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION.

ES-3: EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST

STEP IN CLEARING.

ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON

THE SITE AT ALL TIMES.

ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW AREAS), THE CONTRACTOR

SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND

APPROVAL BY THE PLAN APPROVING AUTHORITY.

ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL

MEASURES NECESSARY AS DETERMINED BY THE PLAN APPROVING AUTHORITY.

ES-7: ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL

TIMES UNTIL FINAL STABILIZATION IS ACHIEVED.

ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING

DEVICE.

ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE

EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.

TEMPORARY SEDIMENT TRAP

CT-1

CONDENSATE TRAP WITH PUMP CT/P-1

PASSIVE LFG VENT

SURVEY TIE LINE

SURFACE WATER

APPROXIMATE 100 YEAR FLOODPLAIN F/P

B-X

C-PCM-04

C-ECM-05

C-ECM-09

C-SCM-04

C-SSM-10

C-ECM-12

C-ECM-15

C-SCM-11

CIP CULVERT INLET PROTECTIONC-SCM-05

TEMPORARY SEDIMENT BASINC-SCM-12

CD ROCK CHECK DAMC-SCM-07

TEMPORARY STONE CONSTRUCTION ENTRANCEC-SCM-02CE

BM

EXISTING PROPOSED

V-3

CT-1

CT/P-1

LINES

EXISTING PROPOSED

x

OHE

OHT

UGT UGT

FM

PS

G

W

UGE UGE

CELL LIMITS

SSSS

FM

NAMENO.SYMBOL

WATER METER

VALVE

PIPE FITTINGS

WM WM

CO CO

SIGN

M

TP-X

DEMOLITION

PLAN-VIEW HATCHING

EXISTING PROPOSED

ASPHALT PAVEMENT

GRAVEL

CONCRETE

WETLANDS

PZ-X

PZ-X

GP-X

MW-X

MW-OW-X

MW-PW-X

MW-X

NES-OW-X

MW-OW-X

NES-OW-X

MW-PW-X

MW-X MW-X

EW-X EW-X

GV-X

SMP-X

LMP-X

GV-X

GW-X GW-X

C-X

CP

SS-X

S-X

PZ-X

PZ-X

GP-X

GWP-X GWP-X

SMP-X

LMP-X

BH-X

C-X

SS-X

R/WR/W

GW

BR

14.7014.70B

5SECTION CALL-OUT

SECTION NUMBER

DRAWING NUMBER WHERE

SECTION IS DRAWN

GENERAL NOTES:

1. THE PROJECT DRAWINGS HAVE BEEN PREPARED UTILIZING THE DRAWING SET TITLED "PITTSYLVANIA COUNTY

SANITARY LANDFILL, SOLID WASTE FACILITY PERMIT #571, PART B PERMIT APPLICATION MODIFICATION", DATED JULY 2023, PREPARED BY LABELLA ASSOCIATES AND EDITED TO REFLECT EXISTING CONDITIONS. LABELLA

ASSOCIATES ASSUMES NO RESPONSIBILITY FOR THE INFORMATION THAT REMAINS UNCHANGED.

2. EXISTING TOPOGRAPHIC DATA AND PROPERTY LINES SHOWN WITHIN THE MAPPING LIMITS, ARE FROM A TOPOGRAPHIC SURVEY MAP PREPARED BY SPATIAL DATA CONSULTANTS, INC. OF HIGH POINT, NC, PERFORMED

ON 9/30/2020, EXCEPT AS NOTED ON DRAWING NO. 3, EXISTING CONDITIONS.

3. TOPOGRAPHIC MAPPING CONDUCTED BY LABELLA ASSOCIATES, D.P.C., P.C. 1604 OWNBY LANE, RICHMOND VA, 23220 (804) 355-4520, ON 3/19/2026, WAS GENERATED FROM LOW-ALTITUDE PHOTOGRAMMETRIC STUDY

METHODS, IN GENERAL CONFORMANCE WITH INDUSTRY BEST PRACTICES. THE COLLECTION OF

THREE-DIMENSIONAL DATA AND DEVELOPMENT OF MAPPING INFORMATION IS COMPLETED IN A MANNER THAT MEETS OR EXCEEDS THE PRECISION OF TRADITIONAL FIELD SURVEY METHODS, BUT IS NOT INTENDED TO REPRESENT OR SUBSTITUTE FOR MAPPING PREPARED BY A PROFESSIONAL LICENSED SURVEYOR. ALL TOPOGRAPHIC INFORMATION SHOULD BE VERIFIED BY METHODS ENDORSED BY THE NATIONAL COUNCIL OF EXAMINERS FOR ENGINEERING AND SURVEYING. ANY DETERMINATION OF TOPOGRAPHY OR CONTOURS, OR ANY DEPICTION OF PHYSICAL IMPROVEMENTS, PROPERTY LINES OR BOUNDARIES IS FOR GENERAL INFORMATION ONLY AND SHALL NOT BE USED FOR THE DESIGN, MODIFICATION, OR CONSTRUCTION OF

IMPROVEMENTS TO REAL PROPERTY OR FOR FLOOD PLAIN DETERMINATION.

4. TOPOGRAPHIC CONTOUR INTERVAL = 2 FEET, UNLESS INDICATED OTHERWISE.

5. THE CONTRACTOR SHALL PROTECT STRUCTURES AND APPURTENANCES INCLUDING BUT NOT NECESSARILY LIMITED TO WELLS, DRAINAGE STRUCTURES, PROPERTY CORNERS, ETC. THE CONTRACTOR WILL BE REQUIRED

TO REPAIR ANY DAMAGES AT NO EXPENSE TO THE OWNER.

6. THE CONTRACTOR SHALL CONTACT MISS UTILITY, AT 1-800-552-7001, A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION AND SHALL COMPLY WITH ALL PROVISIONS OF THE VIRGINIA UNDERGROUND UTILITY DAMAGE

PREVENTION ACT.

BENCHMARKS:

NORTHING EASTING ELEVATION DESCRIPTION

BM-01 3438812.174 11215356.090 699.36 CAPPED REBAR

BM-04 3441023.771 11217382.931 689.68 CAPPED REBAR

BM-06 3439601.629 11216291.732 718.23 CAPPED REBAR

4 23

ADETAIL NUMBER

DRAWING NUMBER WHERE

DETAIL IS FIRST REFERENCED

DRAWING NUMBER WHERE

DETAIL IS DRAWN

DETAIL CALL-OUT

SF

LIMITS OF WASTE

SOIL STABILIZATION BLANKETS AND MATTINGC-SSM-05

SLD

SCC

ST

SB

SB

TEMPORARY DIVERSION DIKEC-ECM-04DD

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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Revisions

NO: DATE: DESCRIPTION:

GENERAL NOTES

AND LEGEND

W

F/P F/P F/P

F/P

F/P

F/P

F/P

F/ P

F/P F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

G G

G G

G G

MW-1A

MW-101

MW-109A

MW-102

MW-104A

MW-108

MW-109A NES

MW-103

MW-105

GP-7

GP-9

GP-10

GP-11

GP-13

GP-14

MW-109C

MW-109B(D)

PZ-8

PZ-7

PZ-10

PZ-9

GP-12

MW-109B(S)

GP-15

M

BORROW

AREA

SEDIMENT

BASIN

50' GAS LINE EASEMENT

100' TRANSMISSION LINE EASEMENT

SEDIMENT

BASIN

CELL D

FUTURE

CELL E

FUTURE

CELL F

TOPOGRAPHIC MAPPING SHOWN WITHIN

THIS LINE WAS GENERATED FROM

LOW-ALTITUDE PHOTOGRAMMETRIC

STUDY METHODS CONDUCTED BY

LABELLA ASSOCIATES, D.P.C., P.C., ON

3/19/2026

100 YEAR FLOODPLAIN

WASTE MANAGEMENT BOUNDARY

CEMETERY

BORROW

AREA

BORROW

AREA

LEACHATE POND

PROPERTY LINE

PHASE 2

CELL C2

PHASE 2

CELL C1

PHASE 2

CELL B

PHASE 2

CELL A

EXISTING CONDITIONS

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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Ex is tin g

C on di tio ns .d w g

La yo ut =E xi st in g

C on di tio ns

(FEET)

GRAPHIC SCALE

20010050

NOTES:

1. EXISTING TOPOGRAPHIC DATA AND PROPERTY LINES SHOWN WITHIN THE

MAPPING LIMITS, ARE FROM A TOPOGRAPHIC MAPPING CONDUCTED BY

LABELLA ASSOCIATES PERFORMED ON 9/30/2020, EXCEPT AS NOTED ON

DRAWING NO. 3, EXISTING CONDITIONS.

Revisions

NO: DATE: DESCRIPTION:

F/P

F/P

F/P

F/P

F/ P

F/P F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

G G

G G

G G

MW-1A

MW-101

MW-109A

MW-102

MW-104A

MW-108

MW-109A NES

MW-103

MW-105

GP-9

GP-10

GP-11

GP-13

GP-14

MW-109C

MW-109B(D)

PZ-8

PZ-7

PZ-10

PZ-9

GP-12

MW-109B(S)

GP-15

M

600600

66066

66066

067067

68068

700700

700700

700700

CELL D

FUTURE

CELL E

PHASE 3

SEDIMENT

BASIN

LIMITS OF WASTE

EXISTING LIMITS OF WASTE

EXISTING CELL LIMITS

WASTE MANAGEMENT BOUNDARY

LEACHATE POND

SEDIMENT

BASIN

4 8 E

ACCESS ROAD 4 8

B

LIMITS OF GRADING

FUTURE

CELL F

FM

FM

FM

FM

FM

FM

FM

FM

10'

DD

DD

CULVERT C-3

24" RCP

INV IN = 640

INV OUT = 624

LENGTH = 150'

TEMPORARY CULVERT

24" HDPE OR CMP

INV IN = 662

INV OUT = 652

LENGTH = 126'

CULVERT C-2

2-30" RCP

INV IN = 652

INV OUT = 648

LENGTH = 60'

48" RISER'

NOTE:

BASE GRADES IN FUTURE CELL E SHOWN FOR

REFERENCE ONLY, CONTRACTOR SHALL GRADE TO

TWO (2) FEET ABOVE THE CELL E BASE GRADE,

SEED, AND STABILIZE IN ACCORDANCE WITH VSMH.

PHASE 2

CELL C2

PHASE 2

CELL C1

PHASE 2

CELL B

PHASE 2

CELL A

CEMETERY

CELL D BASE GRADES

(FEET)

GRAPHIC SCALE

20010050

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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G ra de s.

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B as e G ra de s

NOTES:

1. PROPOSED CONTOURS WITHIN LIMITS OF LINER REPRESENT TOP OF

PREPARED SUBGRADE.

2. ALL DISTURBED SLOPES SHALL BE COVERED WITH SOIL STABILAZTION

BLANKET.

· TREATMENT 1 (EC-2) FOR SLOPES SHALLOWER THAN 3:1.

· TREATMENT 2 (EC-3) FOR SLOPES 3:1 AND STEEPER.

3. BASE GRADES IN FUTURE CELL E SHOWN FOR REFERENCE ONLY,

CONTRACTOR SHALL GRADE TO TWO (2) FEET ABOVE THE CELL E BASE

GRADE, SEED, AND STABILIZE IN ACCORDANCE WITH VSMH.

F/P

F/P

F/P

F/P

F/ P

F/P F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

F/P

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

O

HE

G G

G G

G G

MW-1A

MW-101

MW-109A

MW-102

MW-104A

MW-108

MW-109A NES

MW-103

MW-105

GP-9

GP-10

GP-11

GP-13

GP-14

MW-109C

MW-109B(D)

PZ-8

PZ-7

PZ-10

PZ-9

GP-12

MW-109B(S)

GP-15

CO

COCO

CO

CO

CO

CO

CO

CO

CO

M

CELL D

PHASE 3

SEDIMENT

BASIN

LIMITS OF WASTE

EXISTING LIMITS OF WASTE

EXISTING CELL LIMITS

LINER TERMINATION AT

INTERIOR CELL LIMITS

WASTE MANAGEMENT BOUNDARY

LEACHATE POND

5 7 A

CO

FM

FM

FM

FM

FM

FM

FM

FM

CO

CO

CO

CO

5 8

CCLEANOUT

LEACHATE SUMP AND

SIDE SLOPE RISER

5 9 A

5 9 C

PERFORATED

LEACHATE

COLLECTION PIPING

5 8 D

CELL E

LINER TIE-IN AT

INTERIOR CELL LIMITS5 9

D

5 9

ETYPICAL LINER

ANCHOR TRENCH

5 8

FFORCE MAIN

SCHEMATIC

10' STUB w/ END CAP FOR FUTURE

TANK CONNECTION

LAGOON LINER PENETRATION w/ BOOT

WELDED TO LINER (FIELD LOCATE)

PHASE 2

CELL A

PHASE 2

CELL B

PHASE 2

CELL C1

PHASE 2

CELL C2

ENGINEERING MODIFICATION

GRADES

(FEET)

GRAPHIC SCALE

20010050

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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NOTES:

1. PROPOSED CONTOURS WITHIN LIMITS OF LINER REPRESENT TOP OF

PREPARED SUBGRADE.

2. ALL DISTURBED SLOPES SHALL BE COVERED WITH SOIL STABILAZTION

BLANKET.

· TREATMENT 1 (EC-2) FOR SLOPES SHALLOWER THAN 3:1.

· TREATMENT 2 (EC-3) FOR SLOPES 3:1 AND STEEPER.

MW-10

GP-9

GP-10

GP-11GP-13

GP-14

PZ-9

GP-12

FM

FM

FM

FM

FM

FM

FM

FM

DD

OP

IP

OP

IP

0+00 1+00

2+00

3+00 4+00

5+00

6+00

7+00

8+00 9+00 10+00 11+00 12+00 13+00 14+00

15+00

16+00

16+76

660660

OP

4 8 B

CELL D

FUTURE

CELL E

FUTURE

CELL F

PHASE 3

SEDIMENT BASIN

CELL LIMITS

LEACHATE POND

CULVERT C-3

24" RCP

INV IN = 640

INV OUT = 624

LENGTH = 150'

TEMPORARY CULVERT

24" HDPE OR CMP

INV IN = 662

INV OUT = 652

LENGTH = 126'

CULVERT C-2

2-30" RCP

INV IN = 652

INV OUT = 648

LENGTH = 60'

ACCESS ROAD

48" RISER'

STA 0+00

TIE IN TO EXISTING

PERIMETER ACCESS ROAD

STA 16+75

TERMINATE ROAD WITH 10 L.F.

MINIMUM GEOTEXTILE FOLDED

AND COVERED WITH STONE FOR

FUTURE ROAD TIE-IN

1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00

-0.65% -0.96%

-0.26% 1.63%

2.56%

4 8 B

2' MIN. COVER (TYP)

CULVERT C-2

2-30" RCP

INV IN = 652

INV OUT = 648

LENGTH = 60'

TEMPORARY CULVERT

24" HDPE OR CMP

INV IN = 662

INV OUT = 652

LENGTH = 126'

STA 0+00

TIE IN TO EXISTING

PERIMETER ACCESS ROAD

EXISTING GRADE

STA 16+75

TERMINATE ROAD WITH 10 L.F.

MINIMUM GEOTEXTILE FOLDED

AND COVERED WITH STONE

FOR FUTURE ROAD TIE-INACCESS ROAD AT

CENTERLINE

(FEET)

GRAPHIC SCALE

1206030

ACCESS ROAD

PLAN AND PROFILE

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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NOTES:

1. ACCESS ROAD GRADE REPRESENTS TOP OF STONE PAVING.

2. MAINTAIN 2.0' COVER, MIN. OVER STORMWATER CULVERTS. CONTRACTOR

MAY USE STONE TO INCREASE COVER , BUT THE ROADWAY SHALL BE

TAPERED SMOOTHLY TO MEET THE DESIGN GRADES.

3. TIE-IN TO EXISTING ROADS SHALL PRODUCE A SMOOTH TRANSITION.

4. NOTIFY THE ENGINEER IF THERE ARE ANY CONDITIONS THAT ARE NOT IN

ACCORDANCE WITH THE CONTRACT DOCUMENTS.

ACCESS ROAD PROFILE

SCALE: HORIZONTAL 1" = 60'

VERTICAL: 1" = 12'

ACCESS ROAD PLAN

SCALE: 1" = 60'

SECTION B-B

N.T.S.

8'-0"

6" (TYP)

N.T.S.

ELEVATION D-D

N.T.S.

D

D

1" THICK x 18" DIA.

PERFORATED HDPE

END PLATE

6" (TYP)

PERFORATION DETAIL

FOR HDPE SIDE SLOPE RISER

POWER AND

CONTROL

CONDUIT

A

B

B

VA

R

IE

S:

VARIES:1

A

PLAN VIEW

SECTION A-A

N.T.S.

B

B

10'-0"

TO LEACHATE TANK/POND

TO LEACHATE TANK/POND

3:1

3/8" DIA. HOLES

12" CONTROLLED

SUBGRADE

10' MIN.

NOTE:

ONE OF THE TWO 18" Ø RISER PIPES INSTALLED IS

TO BE RESERVED FOR EMERGENCY USE. A SUMP

PUMP IS TO BE INSTALLED ONLY IN THE RISER PIPE

USED ON A REGULAR BASIS.

VA

R

IE

S:

LEACHATE COLLECTION SUMP INFORMATION

SUMP ID BOTTOM

ELEVATION

DEPTH

(FT)

APPROX. LIQUID

VOLUME (FT3)

PUMP ON

ELEVATION

PUMP OFF

ELEVATION

CELL D - SUMP 2 640 2 911 640.8 641.0

10'

VARIES SEE GRADING PLAN

12" INTERMEDIATE COVER

24" SOIL COVER /

VEGETATIVE

SUPPORT LAYER

GCL

40 MIL. TEXTURED LLDPE

GEOCOMPOSITE

12" CONTROLLED SUBGRADE

BASE GRADE

40 MIL. TEXTURED LLDPE

GEOCOMPOSITE

7 7 B

7 7 B

N.T.S.

LEACHATE SUMP

SIDE SLOPE RISER 5 7

A

HDPE RUB SHEET

VA

R

IE

S

SE

E

G R

AD

IN

G P

LA

N

1'-6"

GCL

60 MIL HDPE TEXTURED

GEOMEMBRANE

16 OZ/SY GEOTEXTILE

DRAINAGE LAYER

K > 0.3 CM/SEC

18" DIA. SDR-17

SIDE SLOPE RISER

8'-0"

ANCHOR TRENCH w/

COMPACTED BACKFILL

4x8 DUAL CONTAINMENT

FORCE MAIN

GCL

60 MIL HDPE TEXTURED

GEOMEMBRANE

16 OZ/SY GEOTEXTILE

TURN DOWN

GEOCOMPOSITE

DRAINAGE LAYER INTO

EXISTING WASTE LAYER

SUMP PUMP

10' x 3' x 3/8" HDPE FRICTION

PAD UNDER EACH

PERFORATED SUMP

GCL

60 MIL HDPE TEXTURED

GEOMEMBRANE

16 OZ/SY GEOTEXTILE

VARIES

GCL

60 MIL HDPE TEXTURED

GEOMEMBRANE

16 OZ/SY GEOTEXTILE

1" THICK x 18" DIA. PERFORATED HDPE END

PLATE, EXTRUSION WELDED TO END OF PIPE

18" DRAINAGE LAYER

K > 0.3 CM/SEC

18" DIA. x 8' PERFORATED

HORIZONTAL SECTION OF

HDPE PIPE

18" DIA. SDR-17 SOLID HDPE

SIDE SLOPE RISER

WASTE

BASE GRADE

2" DIA. SUMP PUMP FLEXIBLE

PIPING DISCHARGE LINE

GEOMEMBRANE RUB SHEET

BASE GRADE

BOLTED BLIND FLANGE w/ S.S.

HARDWARE

MIN. 36" DIA. SDR-17 HDPE 4'

TALL VALVE VAULT WITH LID

PITLESS ADAPTER

18" DIA. SDR-17 HDPE SOLID

WALL SIDE SLOPE RISER

POWER AND

CONTROL CABLES

2" DIA. SUMP PUMP

FLEXIBLE PIPING

DISCHARGE LINE

(WHEN NEEDED)

2" DIA. SUMP PUMP

FLEXIBLE PIPING

DISCHARGE LINE

7 7 B 18" DIA. x 8' PERFORATED

HORIZONTAL SECTION OF

HDPE PIPE

10' x 3' x 3/8" HDPE FRICTION

PAD UNDER EACH

PERFORATED SUMP

SUMP LINED WITH 60 MIL HDPE

TEXTURED GEOMEMBRANE

ELEVATION

DROP = 2'

PUMP CONTROL PANEL

4x8 DUAL CONTAINMENT

FORCE MAIN

10' x 20' 6" THICK

CONC. SLAB

EYEBOLT (TYP)

1/4" STAINLESS STEEL

PULL CABLE

2 - 90° ELBOWS

MIN. 36" DIA. SDR-17

HDPE 4' TALL VALVE

VAULT WITH LID

BALL VALVE WITH

EXTENSION HANDLE

CHECK VALVE

PADDLE WHEEL

FLOW METER

PITLESS ADAPTER

POWER AND CONTROL

CONDUIT

GCL

GEOCOMPOSITE

EYEBOLT (TYP)

1/4" STAINLESS STEEL

PULL CABLE

BASE

GRADE

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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LEACHATE COLLECTION

SYSTEM DETAILS

SECTION A - A

A

A

PERFORATED LEACHATE COLLECTION HEADER PIPE DETAIL

N.T.S.

6"

(TYP)

1.0'

LI

M

IT

S O

F

LI

N

ER

2.0'

6" SOLID PIPE

N.T.S.

CLEAN-OUT DETAIL

12' INTERMEDIATE COVER

GEOTEXTILE

TYPICAL ACCESS ROAD

N.T.S.

30'-0"

12" AGGREGATE (VDOT #21, #21A, OR

CRUSHED CONCRETE)

2% SLOPE TOWARDS DITCH

12" MIN.

3" MIN BEDDING

BACKFILL

4x8 DUAL CONTAINMENT PIPE

SDR 11 HDPE CARRIER

SDR 17 HDPE CONTAINMENT

SELECT BACKFILL

1' MIN TYP.

36" MIN.

SEDIMENT CLEANOUT POINT

67 C.Y./ AC.

RISER CREST

MIN. 1.0'

DESIGN HIGH WATER

67 C.Y./ AC.

MIN. 1.0'

TO 34 C.Y./ ACRE)

DRY STORAGE

WET STORAGE

0.5'

(WET STORAGE REDUCED

(25-YR. STORM ELEV.)

SEDIMENT BASIN SB-2

DRAINAGE AREA (AC) 55.8

WET STORAGE VOLUME REQUIRED (CY) 3,744

WET STORAGE VOLUME PROVIDED (CY) 17,592

DRY STORAGE VOLUME REQUIRED (CY) 3,744

DRY STORAGE VOLUME PROVIDED (CY) 7,407

BOTTOM ELEVATION 640

RISER CREST ELEVATION 650

DEWATERING DEVICE ELEVATION 647

EMERGENCY SPILLWAY ELEVATION 652

25-YEAR STORM ELEVATION 650.79

TOP OF DAM ELEVATION 654

RISER DIAMETER 48"

DEWATERING DEVICE DIAMETER 8"

ANTI-VORTEX DIAMETER 84"

BARREL DIAMETER 24"

BARREL LENGTH 121'

BARREL INVERT IN 640

BARREL INVERT OUT 634

SEDIMENT BASIN SCHEMATIC ELEVATIONS

N.T.S.

18" DRAINAGE LAYER

0.3 CM/S MIN.

GEOMEMBRANE

GCL

CONTROLLED SUBGRADE

5 8 A

4 8 B

5 8 D

4 8 E

5 8 C

OUTFALL BARREL

CREST OF EMERGENCY

SPILLWAY

DEWATERING

DEVICE

N.T.S.

FORCE MAIN SCHEMATIC

5 8 F

10' STUB w/ END CAP FOR

FUTURE TANK CONNECTION

4x8 HDPE DUAL CONTAINMENT WYE

OPEN LAGOON DISCHARGE

LAGOON LINER PENETRATION

w/ BOOT WELDED TO LINER

(FIELD LOCATE)

FR

O

M C

EL

L

D

SU

M P

PU

M

P

4x8 HDPE DUAL

CONTAINMENT FORCE MAIN

4x8 HDPE DUAL

CONTAINMENT FORCE MAIN

BACKFLOW

PREVENTER

10' STUB w/ END CAP FOR

FUTURE CELL F CONNECTION

CONTRACTOR MAY USE FITTINGS OR

GRADUAL BENDS TO ADJUST ALIGNMENT

FORCE MAIN NOTES:

1. SCHEMATIC IS PROVIDED TO ILLUSTRATE KEY FEATURES OF THE FORCE

MAIN. SEE PLAN FOR FORCE MAIN ALIGNMENT.

2. THE CONTRACTOR MAY MAKE CHANGES IN ALIGNMENT USING FITTINGS OR

GRADUAL BENDS.

3. CONTRACTOR SHALL SUBMIT A FORCE MAIN LAYOUT AND TESTING PLAN

TO THE ENGINEER FOR REVIEW AND ACCEPTANCE.

4. GATE VALVES AND BACKFLOW PREVENTERS SHALL BE INSTALLED IN

VALVE BOXES WITH MINIMUM DIMENSIONS 36"x48"x30" DEEP.

5. INDIVIDUAL VALVES SHALL BE SUITABLE FOR BURIED INSTALLATION AND

SHALL BE INSTALLED WITH A CURB BOX AT GRADE, A 1" OPERATING NUT,

AND AN EXTENSION STEM.

6. TRACER WIRE SHALL BE INSTALLED IN THE TRENCH NEXT TO THE FORCE

MAIN, WITH TEST STATIONS AS INDICATED ON THE SCHEMATIC AT A

MINIMUM.

7. TRACER WIRE CONTINUITY SHALL BE TESTED IN THE PRESENCE OF THE

ENGINEER OR REPRESENTATIVE.

8. INSTALL PASSIVE LOCATOR BALL AT ALL BURIED TERMINATIONS, MODEL

1404-XR AS MANUFACTURED BY 3M, OR EQUAL.

BACKFLOW

PREVENTER

PASSIVE LOCATOR BALL

PASSIVE LOCATOR BALL

TS

CONTINUITY TEST STATION , TYP.

TS

TS

4" GATE VALVE (N.O.)

4" GATE VALVE (N.C.)

THREADED PLUG

BACKFILL FOR PIPE SUPPORT

18" LOCAL SOIL

(UNSPECIFIED PERMEABILITY)

WOVEN GEOTEXTILE FABRIC

8" DIA. HDPE SDR 17 PIPE

ALL HOLES 1/4" DIA. AT 6"

CENTER/CENTER

N.T.S.

LEACHATE FORCE MAIN DETAIL

MISCELLANEOUS DETAILS

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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Revisions

NO: DATE: DESCRIPTION:

AutoCAD SHX Text 60°

AutoCAD SHX Text 60°

120°

18" DRAINAGE LAYER

K > 0.3 CM/SEC 16 OZ/SY

GEOTEXTILE

60 MIL. TEXTURED

HDPE

12" CONTROLLED SUBGRADE

N.T.S.

LINER DETAIL

GCL

LAY PLYWOOD OVER END OF LINER

18" MIN.

HDPE LEACHATE COLLECTION PIPE

16 OZ/SY GEOTEXTILE

LIMITS OF LINER

LEACHATE FLOW

N.T.S.

12" MIN.

TEMPORARY END CAP

EXISTING 60 MIL HDPE GEOMEMBRANE

NOTE:

REMOVE PLYWOOD AND WELD FUTURE CELL

LINER TO THE EXISTING LINER AND OVERLAP

GEOTEXTILES BY A MINIMUM OF 12".

LEACHATE FLOW

EXISTING

LINER

FUTURE

LINER

LINER TIE-IN AT

INTERIOR CELL LIMITS

LINER TERMINATION AT

INTERIOR CELL LIMITS

WASTE

TEMPORARY COMPACTED

EARTH BERM

10'8'

10'

EXTEND BASE GRADES 10' MIN

FROM LIMITS OF LINER

CELL LIMITS

18" DRAINAGE LAYER

K > 0.3 CM/SEC

EXISTING 18" DRAINAGE

LAYER K > 0.3 CM/SEC

18" DRAINAGE LAYER

K > 0.3 CM/SEC

N.T.S.

BASE GRADE

VARIES AS

INDICATED ON

DRAWINGS

EXISTING CONTROLLED

SUBGRADE

EXISTING REMOVABLE END CAP

16 OZ/SY

GEOTEXTILE

GEOMEMBRANE

BASE GRADE

SOIL LINER OR GCL /

CONTROLLED SUBGRADE

TEMPORARY RAIN FLAP

N.T.S.

HEIGHT VARIES

(2 FT. TO 5 FT.)

GEOMEMBRANE RAIN FLAP

COMPACTED SUBGRADE

MIN. 2' OVERLAPMIN. 2' OVERLAP

TEMPORARY

END CAP12" MIN.

EXTRUSION WELD

18" DRAINAGE LAYER

K > 0.3 CM/SEC

18" DRAINAGE LAYER

K > 0.3 CM/SEC

TEMPORARY

END CAP

LEACHATE PIPE

CONNECTOR SLEEVE

(TO BE CONNECTED

AFTER RAIN FLAP IS

REMOVED)

NOTE:

CONTRACTOR TO STORE LEACHATE

PIPE CONNECTOR SLEEVE UP

GRADE FROM RAIN FLAP

LINER ON SLOPES

GEOMEMBRANE

GCL

12" CONTROLLED SUBGRADE

GCL

5 9 A

5 9 C

5 9 B

23 9 E

4 9 D

LEACHATE

COLLECTION PIPE

TYPICAL LINER

ANCHOR TRENCH 5 9

E

16 OZ/SY GEOTEXTILE

1'

12" CONTROLLED

SUBGRADE

18" DRAINAGE LAYER K > 0.3 CM/SEC

2' MIN.

18" DRAINAGE LAYER

K > 0.3 CM/SEC

12" CONTROLLED SUBGRADE

BASE GRADE

16 OZ/SY GEOTEXTILE

60 MIL TEXTURED HDPE

GEOMEMBRANE

GCL

60 MIL TEXTURED HDPE GEOMEMBRANE

GCL

1' MIN.

COMPACTED

STRUCTURAL FILL

CONNECT TO

EXISTING LEACHATE

PIPE & EXTEND

12" MIN.

OVERLAP

EXISTING

LEACHATE PIPING

EXISTING GEOTEXTILE

EXISTING GEOMEMBRANE

EXISTING GCL

EXISTING PLYWOOD

OVER END OF LINER

WELD GEOMEMBRANE

TO EXISTING GEOMEMBRANE

16 OZ/SY GEOTEXTILE

LEACHATE PIPING

60 MIL HDPE

GEOMEMBRANE

GCL

12" CONTROLLED

SUBGRADE

Revisions

NO: DATE: DESCRIPTION:

LINER DETAILS

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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3dodo

PLAN VIEW

A

A

(MIN.)

KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER

d aL

SECTION A-A

0%

N.T.S.

D

S1 S2

LINER

FINAL COVER

FINAL COVER

EC LINED

DIVERSION

BERM

DIVERSION

BERM CORRUGATED HDPE

SLOPE DRAIN

FLARED

END

SECTION

OUTLET PROTECTION NOTES:

1. APRON LINING MAY BE RIPRAP,

GROUTED RIPRAP, GABION BASKET,

OR CONCRETE. GEOTEXTILE FABRIC

SHALL BE A WOVEN MATERIAL

2. FILTER CLOTH SHALL BE 6OZ./SQ.YD.

WOVEN GEOTEXTILE MEETING THE

MINIMUM REQUIREMENTS OF VSMH

TABLE C-ECM-13-6, INCLUDING BUT

NOT LIMITED TO:

CULVERT OUTLET PROTECTION OP

SCC

PERMANENT SLOPE DRAIN PSD

STORMWATER CONVEYANCE

CHANNEL

N.T.S.

N.T.S.

CROSS OR TEE

W/ FLARED END

SECTION

SCC SCHEDULE

SCC NO. D (FT) S1 S2 LINER

SCC-1 2.0 3.0 3.0 TREATMENT 1

SCC-2 2.0 3.0 3.0 TREATMENT 1

SCC-3 2.0 3.0 3.0 TREATMENT 1

SCC-4 2.0 3.0 3.0 TREATMENT 1

SCC-5 2.0 3.0 3.0 TREATMENT 1

CULVERT SCHEDULE

PIPE NO. do 3do La d INV(IN) INV(OUT) LENGTH SLOPE

PSD-ALL 24" 72" 48' 18"

C-1 24" 72" 22' 14" 634 625 140 5.0%

C-2 2x30" 16' 90' 40" 652 648 60 5.8%

C-3 24" 72" 10' 14" 640 624 140 5.0%

C-4 24" 72" 10' 14" 603 601 64 3.1%

TEMP 24" 72" 10' 14" 662 652 126 7.9%

VDOT #357

1'-6"

FLOW

CULVERTTOE OF FILL

CLASS I RIPRAP

1'-6"

FLOW

IPCULVERT INLET PROTECTION (STONE)

N.T.S.

1 1

2' 1

EC-2 EROSION CONTROL MATTING

TYPICAL DIVERSION BERM DETAIL DVN.T.S.

COMPACTED

SOIL

FINAL GRADE

SLOPE DRAIN ANCHOR DETAIL

N.T.S. SD

24" DIA.

PIPE

CORRUGATED

HDPE PIPE

EARTH FILL

6" MIN.

VEGETATIVE SUPPORT LAYER

TOP OF

VEGETATIVE

COVER

2'-0"

FLOW

2'-0"

2'-0"

FLOW

DOWNSTREAM ELEVATION

2'-0"

CLASS I RIPRAP

6"

6"

STONE CHECK DAM

N.T.S.

VDOT #357 COARSE

AGGREGATE

VDOT #357 COARSE

AGGREGATE

FILTER CLOTH

10 OZ. GEOTEXTILE

FILTER CLOTH

10 OZ. GEOTEXTILE

CD CONSTRUCTION OF A SILT FENCE

FILTER FABRIC

4"

4"

SF

3. BACKFILL AND COMPACT THE

EXCAVATED SOIL.

1. SET POSTS AND EXCAVATE A

4"X4" TRENCH UPSLOPE

ALONG THE LINE OF POSTS.

2. ATTACH THE FILTER FABRIC

TO THE POSTS AND EXTEND IT

INTO THE TRENCH.

4. EXTENSION OF FABRIC INTO THE TRENCH

N.T.S.

D+24" MIN.

4" + MIN. 1/10 D

D/2 + 12"

MIN.

D

PIPE DETAIL PDN.T.S.

FILL MATERIALEXIST. GRADE

NOTES:

1. TRENCH WIDTH SHALL BE MAINTAINED TO TOP OF PIPE.

2. ALL BEDDING AND BACKFILL MATERIALS SHALL BE IN

ACCORDANCE WITH THE SPECIFICATIONS.

3. FOR FLEXIBLE PIPE INSTALLATIONS, SELECT BACKFILL

SHALL BE PLACED TO 12" MINIMUM OVER THE TOP OF

THE PIPE.

4. ALL BACKFILL SHALL BE PLACED IN LOOSE LIFTS NOT

EXCEEDING 8" IN DEPTH AND COMPACTED TO 95%

MAXIMUM DRY DENSITY (STANDARD PROCTOR)

5. PIPE BEDDING AND HAUNCHING IN ACCORDANCE WITH

SECTION 302 OF THE VDOT ROAD AND BRIDGE

SPECIFICATIONS

TOP OF FILL

SELECT BACKFILL

TYPE 1

2 ACRES OR LESS OF DRAINAGE AREA:

A. LP250, AS MANUFACTURED

BY LAYFIELD GROUP OF

COLLIERS, WV;

B. MIRAFI HP270 AS

MANUFACTURED BY SOLMAX

OF HOUSTON, TX;

C. APPROVED EQUAL PRODUCT;

3do

TOE OF FILL

TOP OF FILL

℄ OF BERM

1'-0"

12" MIN.

PIPE BEDDING

TYPE 2

2-10 ACRES OF DRAINAGE AREA

SECTION

SECTION

DOWNSTREAM ELEVATION

GEOTEXTILE FABRIC PER

VSMH TABLE C-ECM-13-6

SCC NOTES:

1. STORMWATER CONVEYANCE CHANNEL MATERIALS AND

METHOD OF CONSTRUCTION SHALL BE IN ACCORDANCE

WITH C-SSM-05 OF THE VIRGINIA STORMWATER

MANAGEMENT HANDBOOK (VSMH).

2. SOIL STABILIZATION USED FOR CHANNEL LINING SHALL

MEET THE MINIMUM REQUIREMENTS OF TABLE

C-SSM-05-3 (TREATMENT 1) OR C-SSM-05-4 (TREATMENT

2) OF THE VSMH AS APPLICABLE.

PIPE OUTLET TO

WELL DEFINED

CHANNEL

SILT FENCE NOTES:

1. SILT FENCE MATERIALS AND METHOD OF CONSTRUCTION

SHALL BE IN ACCORDANCE WITH C-PCM-04 OF THE

VIRGINIA STORMWATER

2. MANAGEMENT HANDBOOK (VSMH). FILTER FABRIC SHALL

MEET THE MINIMUM REQUIREMENTS OF TABLE

C-PCM-04-4 OF THE VSMH.

Revisions

NO: DATE: DESCRIPTION:

EROSION AND SEDIMENT

CONTROL DETAILS

JTG/DAS

JBM

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/20/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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GENERAL ELECTRICAL NOTES

1. THE WORK COVERED BY THIS CONTRACT CONSISTS OF FURNISHING ALL LABOR, EQUIPMENT, SUPPLIES, AND MATERIALS AND PERFORMING ALL OPERATIONS, INCLUDING TRENCHING, BACKFILLING, CUTTING, CHANNELING, CHASING AND PATCHING NECESSARY FOR THE INSTALLATION OF THE COMPLETE ELECTRICAL

SYSTEM IN STRICT ACCORDANCE WITH THE PLANS, NOTES AND REFERENCED SPECIFICATIONS.

2. ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST/ADOPTED ISSUE OF THE NATIONAL ELECTRIC CODE (NEC), APPLICABLE LOCAL AND STATE CODES.

SERVICE CONNECTIONS AND METERING SHALL BE IN ACCORDANCE WITH THE UTILITY COMPANY'S STANDARDS.

3. ALL ABOVE GRADE WIRING SHALL BE RUN IN RIGID STEEL OR IMC CONDUIT RACEWAYS. ALL JOINTS SHALL BE THREADED AND SEALED TO DISCOURAGE ENTRANCE OF WATER AND GASES. WHERE INDICATED, PROVIDE SEAL FITTINGS RATED FOR 40% FILL, OR INCREASE CONDUIT/SEAL SIZE SO FILL DOES NOT EXCEED 25%.

4. THE CONDUIT AND THE NEUTRAL CONDUCTOR FOR THE WIRING SYSTEMS, AND ALL ELECTRICAL EQUIPMENT SHALL BE GROUNDED. ALL FEEDER AND BRANCH CIRCUIT CONDUITS SHALL CONTAIN A GREEN GROUNDING CONDUCTOR IN ADDITION TO THE CIRCUIT CONDUCTORS. THE GROUNDING SLOT IN ALL RECEPTACLES AND MOTOR FRAMES SHALL BE GROUNDED BY CONNECTION THROUGH A BONDED JUMPER TO THE OUTLET BOX OR CONDUIT AND GROUNDING CONDUCTOR.

5. ALL CONDUCTORS, UNLESS OTHERWISE NOTED, SHALL BE TYPE THWN OR THHN STRANDED COPPER RUN IN CONDUIT. MINIMUM BRANCH CIRCUIT WIRING SHALL BE #12 AWG. CONDUIT SHALL BE SIZED PER NEC. HOWEVER, MINIMUM SIZE SHALL BE 3/4". ALL POWER AND CONTROL CONDUCTORS SHALL BE RATED FOR 600

VAC.

6. ALL EQUIPMENT, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE FURNISHED WITH FACTORY APPLIED FINISHED COAT. ALL PRIME COATED EQUIPMENT SHALL BE TOUCHED UP WHERE SCRATCHED, CLEANED, AND LEFT READY FOR PAINTING TO BE DONE BY CONTRACTOR.

7. THE SPECIFICATIONS DETAILING STUDY PROCEDURES, GOALS AND LABELING REQUIREMENTS HAVE BEEN PROVIDED BY LEAD PROFESSIONAL AS PART OF THIS

CONSTRUCTION DOCUMENT PACKAGE.

8. THE ELECTRICAL CONTRACTOR SHALL CONNECT ALL EQUIPMENT REQUIRING ELECTRICAL CONNECTION EXCEPT AS OTHERWISE SPECIFICALLY NOTED. LOW VOLTAGE CONTROL WIRING FOR MECHANICAL EQUIPMENT IS INCLUDED IN THE MECHANICAL WORK. THE EXACT LOCATION OF STUB-UPS AND POINTS OF CONNECTION TO EQUIPMENT FURNISHED BY OTHER TRADES SHALL BE COORDINATED WITH THE TRADE FURNISHING THE EQUIPMENT BEFORE THE CONDUIT IS

INSTALLED.

JJ

J

CONDUIT CONCEALED IN OR ABOVE CEILING, IN OVERHEAD SLAB OR IN WALL, AS APPLICABLE.

CONDUIT CONCEALED IN OR BELOW FLOOR, BELOW GRADE OR IN WALL, AS APPLICABLE.

CONDUIT EXPOSED ON SURFACE OF CEILING, OVERHEAD STRUCTURE OR WALL AS APPLICABLE.

NUMBER OF CURRENT CARRYING CONDUCTORS PLUS NEUTRAL IF REQUIRED. EQUIPMENT GROUNDING CONDUCTORS SIZED PER N.E.C.

ARE NOT INCLUDED IN QUANTITY INDICATED, BUT SHALL BE INCLUDED IN ALL RACEWAYS.

CONDUIT TURNING UP/CONDUIT TURNING DOWN.

CONDUIT STUB UP 6" AFF WITH CONNECTION TO EQUIPMENT.

HOMERUN TO PANELBOARD, MOTOR CONTROL CENTER, OR SWITCHBOARD AS APPLICABLE.

JUNCTION BOX SIZED PER N.E.C. UNLESS OTHERWISE INDICATED.

JUNCTION BOX WITH FLEX CONNECTION TO EQUIPMENT.

THE ELECTRICAL SYMBOLS HEREINAFTER LISTED ARE A BASIC STANDARD FOR ALL PROJECTS AS APPLICABLE. EACH AND EVERY SYMBOL MAY NOT NECESSARILY APPEAR ON THE SPECIFIC PROJECT DRAWINGS. ALL DIMENSIONS ARE TO TOP OF THE OUTLET BOX UNLESS OTHERWISE NOTED. THE ELECTRICAL CONTRACTOR SHALL COORDINATE THE EXACT OUTLET HEIGHT WITH COUNTERS, BACKSPLASHES, WAINSCOT, AND EQUIPMENT TO ASSURE

PROPER MOUNTING HEIGHTS.

ELECTRICAL SYMBOLS

NEMA 5-20R DUPLEX CONVENIENCE RECEPTACLE MOUNTED 20", UNLESS NOTED OTHERWISE.

NEMA 5-20R DUPLEX CONVENIENCE RECEPTACLE MOUNTED 48" AFF OR BACKSPLASH.

RECEPTACLE AS SPECIFIED ABOVE EXCEPT WITH INTEGRATED GROUND FAULT CIRCUIT INTERRUPTER (GFCI).

GFCI RECEPTACLE SIMILAR TO THOSE SPECIFIED ABOVE EXCEPT U.L. "WR" (WEATHER-RESISTANT) LISTED AND PROVIDED WITH A

WEATHERPROOF COVER.WP

30/2

30/3F20 F

LIGHTING POWER OR DISTRIBUTION PANELBOARD AS INDICATED AND SCHEDULED.

EQUIPMENT CONTROL PANEL, CABINET, OR MODULE AS APPLICABLE.

FUSIBLE OR NON-FUSIBLE DISCONNECT FURNISHED WITH EQUIPMENT UNDER OTHER DIVISIONS OF THESE SPECIFICATIONS. TERMINATE

WIRING ON LINE SIDE OF DISCONNECT.

NON-FUSIBLE DISCONNECT. NUMERALS INDICATE SIZE AND POLES. WP INDICATES NEMA 3R ENCLOSURE OR WITH OTHER ENCLOSURE AS

INDICATED.

FUSIBLE DISCONNECT. NUMERALS INDICATE SIZE, POLES, AND FUSETRON SIZE. WP INDICATES NEMA 3R ENCLOSURE OR WITH OTHER

ENCLOSURE AS INDICATED.

MANUAL MOTOR STARTER SINGLE PHASE.

MAGNETIC MOTOR STARTER WITHOUT DISCONNECT.

COMBINATION MAGNETIC MOTOR STARTER WITH CIRCUIT BREAKER DISCONNECT (CMCB).

COMBINATION MAGNETIC MOTOR STARTER WITH NON-FUSIBLE DISCONNECT (CMNF).

COMBINATION MAGNETIC MOTOR STARTER WITH FUSIBLE DISCONNECT. NUMERAL INDICATES FUSETRON SIZE (CMFD).

120 OR 240-VOLT, SINGLE PHASE MOTOR, HORSEPOWER AS INDICATED.

208 OR 240-VOLT, THREE PHASE MOTOR, HORSEPOWER AS INDICATED.

480 OR 575-VOLT, 3-PHASE MOTOR, HORSEPOWER AS INDICATED.

DRY TYPE TRANSFORMER, 3-PHASE, 4-WIRE. KVA AS INDICATED.

ELECTRICAL NOTES:

1. 3-1/2", PVC COATED, RMC CONDUITS SHALL BE INSTALLED TO SERVE EACH 7.5 HP PUMP, THESE CONDUITS SHALL CONNECT BETWEEN THE TERMINAL BOX AND PUMP RISER. EACH 3-1/2" CONDUIT IS SIZED TO CONVEY THE MANUFACTURER FURNISHED SUBMERSIBLE PUMPS CABLES BETWEEN THE SUBMERSIBLE PUMP TO THE TERMINAL BOX. WITH MOTORS IN PLACE, SUBMERSIBLE CABLES SHALL BE PULLED INTO TERMINAL CABINET AND TERMINATED. IF ATTACHED CABLES ARE EXCESSIVE, THE EXCESS LENGTH SHALL BE CUT AWAY PRIOR TO MAKING TERMINATION IN THE INTERMEDIATE TERMINAL ENCLOSURE. THWN WIRE SIZES AND QUANTITIES (INDICATED ON PLANS) SHALL BE USED TO CONNECT BETWEEN THE

OUTDOOR TERMINAL CABINET AND TERMINAL BOX.

2. A MINIMUM WORKING CLEARANCE OF 3'-6" FROM EQUIPMENT FACES SHALL BE MAINTAINED PER NEC 110.26. ELECTRICAL AND CONTROL CABINETS SHALL BE MOUNTED SUCH THAT NO OPERABLE HANDLE EXCEEDS 6'-6" ABOVE FINISHED FLOOR

(AFF) WHEN IN THEIR HIGHEST POSITION.

3. THE CONTROL PANEL SHALL COMMAND THE PUMP TO START/STOP BASED ON SUMP LIQUID LEVELS. POWER INPUT SHALL BE 240-VOLT, 3-PHASE. FROM THIS POWER INPUT, POWER QUALITY (OVER/UNDER VOLTAGE, PHASE LOSS/REVERSAL) IS MONITORED AND USED TO POWER THE LEVEL SENSING CONTROLS. CONTROL PANEL SHALL CONTAIN OVER TEMPERATURE AND SEAL FAILURE MONITORING FOR PUMP. SEE SHEET E-02 FOR ANTICIPATED "FIELD WIRING" CONNECTIONS AND

MOUNTING REQUIREMENTS. COORDINATE EXACT LOCATION WITH PITTSYLVANIA COUNTY.

4. THE TERMINAL BOXES SHALL BE CONSTRUCTED OF STAINLESS STEEL. BOX SHALL BE SIZED IN ACCORDANCE WITH NEC; COORDINATE EXACT LOCATION WITH PITTSYLVANIA COUNTY & MOUNT BOX ONTO SUMP CONCRETE HEADWALL ADJACENT TO THE SUMP RISER. COORDINATE EXACT LOCATION WITH INSTALLED HATCH AND VENT OPENING LOCATIONS. ALTERNATE LOCATIONS, IF USED, SHOULD BE >3' (HORIZONTAL DISTANCE) FROM NEAREST EDGE OF SIDE SLOPE RISER HATCH AND

> 5' FROM THE CONCRETE SUMP HEADWALL VENT OPENINGS.

(2) 5/8" X 10' COPPERCLAD GROUND ROD DRIVEN

6" BELOW FINISHED GRADE PER NEC

250.52(A)(5)

SERVICE

ENTRANCE

EQUIPMENT

BOND SERVICE

ENTRANCE ENCLOSURE

GROUNDING ELECTRODE CONDUCTORS SIZED

PER NEC 250.66 (ALL FULL SIZE).

EXOTHERMAL WELDS OR LISTED GROUNDING CLAMPS FOR USE

BELOW GRADE.

BOND GROUNDED ELECTRODE & SERVICE

CONDUITS

GROUND CLAMP

GROUND CLAMP OR WELDED

CONNECTION TO CHAIN-LINK FENCE

ENCLOSURE

CHAIN-LINK

FENCE

ENCLOSURE

CONNECTIONS TO OTHER ELECTRODES IN

ACCORDANCE WITH NEC 250.52(A) WHERE

AVAILABLE, OR DIRECTED BY AHJ.

NEUTRAL BUS

(WHERE APPLICABLE)

EQUIPMENT GROUND BUS

ALTERNATE GROUNDING ELECTRODE CONDUCTOR CONNECTION METHOD,

PROVIDE 2"X1/4" (MINIMUM) COPPER BUS MOUNTED IN AN ACCESSIBLE

LOCATION PER NEC 250.64(C)(2) & 250.64(F)(3)

PANEL RACK 1-5/8" GALVANIZED STEEL

STRUT

NEUTRAL BONDING JUMPER (WHERE

APPLICABLE)

GRADE

CONCRETE SLAB - SEE STRUCTURAL DWGS

ELECTRICAL

CONDUITS

ELECTRICAL

ENCLOSURES

(INSIDE HOOD)

3/16" ALUMINUM SUN/RAIN

HOOD (WELDED TO BACKER

PLATE)

SIDE VIEW

INCLUDE UNISTRUT 3" FROM TOP AND

BOTTOM OF WALL, AND 24" O.C. MAX.

CONCRETE WALL

1/2" EPOXY ANCHORS,

DOWELED 4" INTO WALL

FLA

FLA

FLA

AMPS

AMPS

12.50

5.50

56.50

22.00

22.00

AMPS

AMPS

AMPS27.50

89.5

62.00

120-VOLT CONTROL & RECEPTACLES

MOTOR FLA X .25 =

TOTAL LOAD

MOTOR FLA X 1.25 =

MIN WIRE SIZE AMPS

OVERCURRENT PROTECTION

SERVICE & OVERCURRENT PROTECTION SIZED AT 80 AMP

7.5HP, 230V, 3Ø SUBMERSIBLE PUMP

7.5HP, 230V, 3Ø SUBMERSIBLE PUMP

SERVICE CALCULATIONS @ 120/240V, 3Ø, 4W

SERVICE

DISCONNECT

E.C. TO PROVIDE & INSTALL

METER BASE PER LOCAL

UTILITY STANDARDS

120/240V, 3Ø, 4W (HIGH-LEG)

OVERHEAD SECONDARY BY UTILITY

COMPANY; E.C. TO COORDINATE

POLE LOCATION AND EXTENSION

OF UTILITIES.

#6G BARE COPPER POLE

GROUND STAPLED FROM

BASE TO TOP OF POLE

3#3, 1-1/4"C

25' TREATED WOOD POLE

(CLASS 5 OR BETTER)

BUTT GROUNDING COIL

ATTACHED TO BOTTOM

OF POLE

PHASE 3

LEACHATE

PUMPS LEVEL

CONTROL

PANEL (LCP)

(SEE NOTE 3)

4.28 kA AVAILABLE FAULT (25 kVA @ 1.50 %Z)

COORDINATE ACTUAL FAULT WITH UTILITY

100/3 F80

WP

3#4, 1#8G, 1"C #8SG

CFS

AGR

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/17/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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ELECTRICAL COVER SHEET

04.17.2026

NOTES (DETAIL 3 - ELECTRICAL EQUIPMENT LAYOUT):

1. EQUIPMENT LAYOUT DETAIL IS NOT TO SCALE. EQUIPMENT LOCATIONS AND (RELATIVE) SIZES ARE ESTIMATED. CONTRACTOR SHALL COORDINATE ELECTRICAL INSTALLATION WITH ACTUAL

EQUIPMENT/SITE CONDITIONS AND MAKE ADJUSTMENTS AS NECESSARY.

2. CONDUITS RACEWAYS CONNECTING TO CLASSIFIED SPACES (i.e., THE SUMP PIT, SUMP ACCESS PIPE, ETC.) SHALL BE PVC COATED RIGID METAL CONDUITS (RMC) BY ROBROY OR EQUIVALENT. CONDUITS SHALL BE ROUTED BELOW GRADE AND HAVE CONDUIT SEALS APPLIED WITHIN 18" OF THEIR EMERGING FROM BELOW GRADE AND PRIOR TO CONDUIT

TERMINATIONS ONTO NON-CLASSIFIED ENCLOSURES, BOXES OR CONDUIT BODIES.

3. ALL RACK MOUNTED ENCLOSURES SHALL BE INSTALLED USING FACTORY DRILLED HOLES, MOUNTING LUGS OR BUSHINGS. PENETRATIONS OF ANY NEMA/U.L. LISTED ENCLOSURE (CONDUITS, MOUNTING HARDWARE, OR PHYSICAL ATTACHMENTS) SHALL NOT DEGRADE THAT ORIGINAL LISTING.

4. CONTROL PANEL IS SHOWN RACK MOUNTED, HOWEVER FREESTANDING UNITS ARE EQUALLY ACCEPTABLE. WHERE FREESTANDING UNITS ARE SPECIFIED THEY SHALL NOT HAVE STRUCTURAL CONNECTIONS TO THE SHELTER. PROVIDE STRUCTURAL BRACING AS NECESSARY TO COMPENSATE FOR ABSENCE OF RACK MOUNTED CONTROL PANEL.

FRONT VIEW

GRADE

6" THICK, 3000 PSI CONCRETE SLAB WITH CHAMFERED EDGES

ALARM

HORN

ALARM

LIGHT

4' LED FIXTURE

4" GALVANIZED PIPE SUPPORT WITH PVC

END CAP. (TYPICAL)

90° BEND AT TOP/SIDE

TRANSITION (TYPICAL)

CONTINUOUS WELD OF TOP &

SIDE PANELS TO THE 1/4"

BACKER PLATE

CONCRETE EXTENDS 6" BEYOND HOOD

ON FRONT, BACK & SIDES

PROVIDE HOOD OF SUFFICIENT WIDTH TO

ACCOMMODATE ALL ELECTRICAL

ENCLOSURES INSTALLED PER THEIR

REGULATIONS. ALTERNATE ARRANGEMENTS

(OR LARGER HOODS) MAY BE REQUIRED.

1/4" ALUMINUM

BACKER PLATE

3/16" ALUMINUM

SUN/RAIN HOOD

(WELDED TO BACKER

PLATE)

GFCI DUPLEX RECEPTACLE

WITH WEATHERPROOF COVER

w/PADLOCK CLASP.

SUMP RISER CONDUITS WITH SEAL

FITTINGS

WIRING TO OTHER SITE EQUIPMENT

AND SERVICES AS INDICATED ON

PLAN

STAINLESS STEEL 4" CHANNEL FOR

ATTACHMENT OF PANELS AND CANOPY

BACKER PLATE (TYPICAL)

NEMA 4X

STAINLESS STEEL

ENCLOSURE

(SEE NOTES 3 & 4)

(NOTE 2)

HINGED INNER PANEL. ALL OPERATORS

SWITCHES AND INDICATORS TO BE MOUNTED TO

INNER PANEL FRONT.

SIDE VIEW

GRADE

7' HEADROOM

(MINIMUM)

4" ALUMINUM CHANNEL

SUPPORT.

48"

6" THICK CONCRETE SLAB

36"

(MIN)

3000 PSI CONCRETE

(TYPICAL)

ELECTRICAL

CONDUITS

15"

(MIN)

ELECTRICAL

ENCLOSURES

(INSIDE HOOD)

HORN

LIGHT

3/16" ALUMINUM SUN/RAIN

HOOD (WELDED TO BACKER

PLATE)

LINEAR LED FIXTURE U.L LISTED FOR

WET LOCATIONS

PHASE 3 LEACHATE PUMPS LEVEL

CONTROL PANEL (LCP)

UL 698A INDUSTRIAL

CONTROL PANEL IN NEMA 4X,

STAINLESS STEEL ENCLOSURE

120/240-VOLT, 3Ø, 4W

SERVING (2) 7.5 HP, 230V, 3Ø PUMPS

7.5 HP

EXTRA HARD USE

SUBMERSIBLE PUMP

CABLE FOR PUMP POWER

AND MONITORING

PUMP

7.5 HP, 230 V, 3Ø

PUMP OVER TEMP &

SEAL FAILURE

PUMP SITE

PRESSURE

TRANSDUCER

SUBMERSIBLE ANALOG SIGNAL

CABLE TO PRESSURE TRANSDUCER

(FURNISHED WITH TRANSDUCER)

SEPARATE OR ISOLATE PER NEC

504.30.A INTRINSICALLY SAFE WIRING

PUMP SITE

INTRINSICALLY

SAFE 4-20mA

LEVEL SENSING

EQUIPMENT AT PUMP SITE #1

SEE DETAIL 2/E-02 FOR ELECTRICAL

EQUIPMENT & WIRING REQUIREMENTS

ANALOG SIGNAL CABLE TO

FLOW SENSOR ELEMENT

120 V RECPT

FEEDER PER POWER RISER

DIAGRAM

FLOW

XMITTER

120V RECEPT &

FLOW METER FLOW SENSOR

PUMP

POWER

PUMP

OVER TEMP

PUMP

SEAL FAILURE

3#10, 4#14, 1#10G, 1"C

(1/PUMP)

NEMA 5-20R DUPLEX, GFCI, "WR" RATED

IN WEATHERPROOF OUTLET BOX WITH

WEATHERPROOF COVER. ONE FOR

CONNECTION TO HEAT TRACE

4-20mA SIGNAL WIRING IN 2(1")C TO

CONTROL PANEL, FURNISHED &

INSTALLED BY E.C. (SEE NOTE 4)

2#12, 1#12G, 3/4"C

NEMA 4X, JUNCTION BOX OUTSIDE

HAZARD AREA (FOR TERMINATION

OF PUMP CABLES)

CONDUIT SEAL

FITTING

NEMA 4X, JUNCTION BOX

OUTSIDE HAZARD AREA

(FOR TERMINATION OF

PUMP CABLES)

CONDUIT SEAL FITTING

SEAL FITTINGS

PUMP SITE

PRESSURE

TRANSDUCER

INTRINSICALLY SAFE

4-20mA LEVEL

SENSING

(NOTE 2, 3)PUMP SITE

INTRINSICALLY

SAFE 4-20mA

LEVEL SENSING

RISER #1

RISER #2

FLOW

XMITTER

120V RECEPT &

FLOW METER FLOW SENSOR

RISER #1

RISER #2

7.5 HP

PUMP

7.5 HP, 230 V, 3Ø

PUMP OVER TEMP &

SEAL FAILURE

PUMP

POWER

PUMP

OVER TEMP

PUMP

SEAL FAILURE

PUMP #2 SEAL

FAILURE

PUMP #2 OVER

TEMP

PUMP #2

POWER

PUMP #1 SEAL

FAILURE

PUMP #1 OVER

TEMP

PUMP #1

POWER

CONTAINMENT DIKE

(CL 1, DIV 2)

TERMINAL BOX(ES)

(NOTE 4)HAZARD BOUNDARY LEGEND

UNCLASSIFIED

CLASS 1, DIVISION 2

CLASS 1, DIVISION 1

7.5 HP, 230 V, 3Ø

SUBMERSIBLE PUMP

PRESURE TRANSDUCER

SUMP PIT PUMPING EQUIPMENT

ACCESS/REMOVAL PIPE.

SUMP PIT

(CL 1, DIV 1)

SUMP ACCESS PIPE IN

TERIOR

(CL 1, DIV 1)

SUMP ACCESS PIPE IN

TERIOR

(CL 1, DIV 1)

3/4" EC

CONDUIT

SEALS

CLASS 1, DIVISION 2, GROUP D

HAZARD CLASSIFICATION WITHIN 3'

OF FLANGE OPENINGS USED FOR

MAINTENANCE AND PUMP REMOVAL

FORCEMAIN

HEAT TRACE (CLASS 1, DIV 2

PER SPECIFICATIONS)

FLOW SENSOR

NEMA 4X, JUNCTION BOX OUTSIDE

HAZARD AREA (FOR TERMINATION

OF PUMP/METER CABLES)

CONDUIT

SEALS

WP IN-USE OUTLET FOR CONNECTION TO HEAT

TRACE INSTALL OUTSIDE HAZARD AREA

2#12,1#12G,3/4"C

1" EC FOR SUBMERSIBLE PRESSURE

TRANSDUCER CABLE

3-1/2" CONDUIT

CONCRETE

HEADWALL

(NOTE 5)

TO CONTROL PANEL

NOTES (DETAILS 1 AND 2):

1. FIELD WIRING DETAIL SHOWS THE ANTICIPATED EXTERNAL "FIELD WIRED" CONNECTIONS TO AND BETWEEN THE TERMINAL BOX AND CONNECTIONS TO PUMPING AND LEVEL SENSING EQUIPMENT AT EACH SUMP PUMP SITE. E.C. SHALL VERIFY WIRING REQUIREMENTS WITH FINAL, APPROVED SHOP DRAWING/SCHEMATICS AND WIRE COMPLETE. ALL WIRING NECESSARY TO ACHIEVE AUTOMATIC, PUMP DOWN OPERATION AT EACH SUMP PUMP SITE. CONTROL PANEL SHALL BE UL 698A LISTED AND SHALL BE APPROVED BY PITTSYLVANIA COUNTY OFFICIALS (OR ASSIGNED OTHERS) PRIOR TO FABRICATION.

2. UNLESS OTHERWISE DIRECTED, CONTROL WIRING FOR EQUIPMENT INDICATED SHALL BE #14 THWN COPPER CONDUCTORS RUN IN A PROPERLY SIZED (PER NEC) ELECTRICAL CONDUIT. COORDINATE EXACT REQUIREMENTS AND WIRE COMPLETE. MINIMUM CONDUIT SIZE SHALL BE 3/4".

3. ANALOG, RF SIGNAL OR OTHER "SHIELDED" TYPE CABLES SHALL BE SELECTED TO MEET SYSTEM & COMPONENT REQUIREMENTS. E.C. TO COORDINATE REQUIREMENTS, INSTALL CABLES, CONDUIT SLEEVES (WHERE APPLICABLE) AND MAKE FINAL CONNECTIONS.

4. ALL WIRING BETWEEN THE TERMINAL BOX(ES) AND PUMPING EQUIPMENT/SENSORS SHALL BE ROUTED TO AVOID TRAVELING THROUGH OR BENEATH AREAS THAT ARE CLASSIFIED AS HAVING POTENTIAL FOR HAZARDOUS GASES OR VAPORS. INSTALL TERMINAL BOX NEAR TOP OF SIDE SLOPE RISER BUT OUTSIDE HAZARD ZONES INDICATED ON DETAIL 2/E-02 (OR THOSE DIRECTED BY LOCAL AHJ, IF MORE SEVERE). TERMINAL BOX ENCLOSURE SHALL BE NEMA 4X, STAINLESS STEEL, SIZED PER NEC. E.C. SHALL VERIFY EQUIPMENT CABLE/CONDUCTOR SIZES, AMPERE RATINGS, CABLE TYPES, ETC. AND PROVIDE WIRE TERMINALS AND POWER LUGS TO ACCOMMODATE POWER, DIGITAL AND ANALOG SIGNAL CONNECTIONS REQUIRED. CABLES SHALL BE LISTED, LABELED (FOR THEIR INTENDED APPLICATION) AND CORRECTLY SIZED (PER NEC) TO SUPPLY THE CONNECTED LOADS/EQUIPMENT THEY SERVE. USE ONLY

FACTORY DRILLED HOLES FOR TERMINAL BOX SUPPORTS.

5. MOUNT CONTROL PANEL TO FREE STANDING ELECTRICAL EQUIPMENT RACK (SEE 3/E-02 FOR MORE INFORMATION). COORDINATE EXACT LOCATION SO THAT ELECTRICAL ENCLOSURES (INCLUDING TERMINAL BOX) ARE NOT WITHIN OR ABOVE ANY HAZARDOUS AREA - SEE 2/E-02 FOR CLASSIFIED AREAS FOR THIS INSTALLATION. TERMINAL BOX SHALL BE AFFIXED TO WALL VIA CORROSION RESISTANT FASTENERS RATED FOR FINAL PANEL WEIGHT AND USE IN CONCRETE. SEE DETAIL 2/E-01.

6. CONTROL PANEL SHALL BE PROVIDED WITH (EITHER INTEGRATED WITHIN OR IN SEPARATE ENCLOSURE) A REMOTE TERMINAL UNIT (RTU). RTU (MISSION MYDRO 850 - OR APPROVED EQUAL) SHALL BE PROVIDED WITH WIRELESS CELLULAR CARD, AND REPORT THE FOLLOWING CONDITIONS TO A WEB BASED INTERFACE: POWER FAILURE, PUMP RUNNING, PUMP FAIL, PUMP SEAL FAILURE, FLOW (ANALOG). RTU SHALL HAVE AT LEAST 2 SPARE DIGITAL INPUTS, AN INTEGRATED BATTERY BACKUP, AND ANTENNA(S) AS REQUIRED FOR SIGNAL STRENGTH. CONTRACTOR (AND/OR THEIR PANEL FABRICATOR) SHALL BE RESPONSIBLE FOR MAKING ALL TELEMETRY CONNECTIONS, SYSTEM TESTING, START-UP, AS WELL AS SYSTEM TRAINING FOR THE OWNER'S REPRESENTATIVE.

CFS

AGR

DRAWING NAME:

DRAWING NUMBER:

DATE:

ISSUED FOR:

DRAWN BY:

REVIEWED BY:

PROJECT NUMBER:

© 2026 LaBella Associates

Pittsylvania County PO Box 426, 1 Center Street, Chatham, Virginia

Pittsylvania County Sanitary Landfill Phase 3 Construction 382 Rainbow Lane, Dry Fork, Virginia, 24549

2253619

BID

4/17/2026

1604 Ownby Lane Richmond, VA 23220 804-355-4520 labellapc.com

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ELECTRICAL DETAILS

TERMINAL STRIP

ALL EQUIPMENT & WIRING INSTALLED IN SUMP PIT SHALL

BE RATED SUITABLE FOR CL. 1, DIV. 1, GRP. D HAZARDOUS

ENVIRONMENTS. NG SHALL BE MAINTAINED PER NEC 504.

21 3 4 9 10

PUMP SEAL

PROBE

LEACHATE FIELD

RECEPTACLE & FLOW METER

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15/1

20/1

120/240-VOLT,

3Ø, 4W INPUT

500 VA LOAD

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NOTE:

THE BELOW SCHEMATIC IS PROVIDED AS A GUIDE AND SHOWS BASIC ELEMENTS THAT MUST BE PROVIDED (AT A MINIMUM).

PANEL SHALL BE U.L. APPROVED AS A COMPLETE ASSEMBLY AND LISTED AS…