Attachment 001 Construction Drawings.pdf

PDF 29 MB Posted Sep 15, 2023

Attached to: Hall County Candler Road Landfill Cell 3 Construction
Solicitation number: PE-77129-NONST-2024-000000002
Issued by: Hall County, Georgia

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Written by GovTribe AI · Aug 26, 2024

This document appears to be a set of construction drawings related to a state or local government contract opportunity. The drawings likely provide details on the construction requirements, specifications, and schematics for the project. The documents do not contain information about the overall contract opportunity, such as the services requested, project overview, response deadlines, or award details. To fully summarize the key details of this contract opportunity, additional documentation would be needed that outlines the scope of work, bid submission requirements, and other pertinent information.

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File	Type	Posted
CONTRACT _024_44.pdf	PDF	Sep 15, 2023
Attachment 003 Soil Test Results.pdf	PDF	Sep 15, 2023
Attachment 004 Erosion Control.pdf	PDF	Sep 15, 2023
1_25_2024_Contract___Landfill_Cell_3_Construc.pdf	PDF	Sep 15, 2023
IFB 024_44 HALL COUNTY CANDLER ROAD LANDFILL .pdf	PDF	Sep 15, 2023
Attachment 002 Project Manual.pdf	PDF	Sep 15, 2023

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Candler Road Landfill

August 28, 2023 mlault Aug 28, 2023 - 1:41pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\G001 Cover and Index.dwg

BSWMLA8/28/23

ckdbyno. date description

ELEVATION CALLOUT EXAMPLE

DETAIL CALLOUT EXAMPLE

SECTION CALLOUT EXAMPLE

DRAWING SEQUENCE NUMBER

INDICATES WHERE TITLE IS

LOCATED (MAY NOT BE

PRESENT IF CALLOUT AND

TITLE ARE ON THE SAME

DRAWING)

LETTER OR

NUMBER DESIGNATOR

THE WORD "SECTION"

MAY BE REPLACED WITH

"ELEVATION" OR "DETAIL"

SECTION, DETAIL, AND ELEVATION

IDENTIFICATION SYSTEM

SECTION, DETAIL, OR ELEVATION TITLE EXAMPLE

SYMBOL IDENTIFIERS

SECTION, DETAIL, AND ELEVATION

SECTION

ONE OR TWO CHARACTER

DISCIPLINE DESIGNATOR

(MAY NOT BE PRESENT IF

CALLOUT AND TITLE ARE

ON DRAWINGS WITHIN THE

SAME DISCIPLINE)

FP001

B A001

Contract Drawings

0 ISSUED FOR BID Cover-Index4004 SUMMIT BLVD, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF000100 (EXP DATE: 6/30/24)

SITE LOCATION

SITE

Hall County, Georiga

152292

Phase II Cell 3 Construction

PO # 435114

Landfill Services

HALL COUNTY

DWG NO. TITLE

G001 Cover and Index G002 Legend and Abbreviations

G003 General Notes G004 Existing Conditions

G005 General Arrangement

GENERAL DRAWINGS

CIVIL DRAWINGS

DWG NO. TITLE

C001 Cell 3 Subgrade Plan

C002 Underdrain Plan C003 Future Cell 5 Stockpile Fill Plan

C004 Stockpile B Fill Plan

C005 Cell 3 Recompacted Soil Layer Grading Plan

C006 Leachate Collection System Plan

C007 Leachate Collection Forcemain Plan C008 Cell 3 Cross Sections, 1 of 2

C009 Cell 3 Cross Sections, 2 of 2

C010 Cell 3 Construction Details, 1 of 5

C011 Cell 3 Construction Details, 2 of 5

C012 Cell 3 Construction Details, 3 of 5

C013 Cell 3 Construction Details, 4 of 5

C014 Cell 3 Construction Details, 5 of 5

C015 Stormwater Construction Details, 1 of 2

C016 Stormwater Construction Details, 2 of 2

C017 Miscellaneous Civil Details C018 Initial Erosion & Sediment Control Plan C019 Intermediate Erosion & Sediment Control Plan C020 Final Erosion & Sediment Control Plan C021 Erosion & Sediment Control Details, 1 of 2

C022 Erosion & Sediment Control Details, 2 of 2

DWG NO. TITLE

E001 Electrical General Notes E100 Electrical Site Overall E101 Electrical Site Enlarged

E102 Electrical Site Enlarged - West

E103 Enlarged View - Pump Station 7

E104 Enlarged View - Transformer 5

E105 Enlarged View - Pump Station 8

E501 Details - Unistrut Stand Elevations E502 Details E503 Details E601 Panelboard Schedules E701 Electrical One-Line

ELECTRICAL DRAWINGS

Phase II Cell 3 Construction

VICINITY MAP

SITE

SCALE IN FEET

5000' 10000'

Attachment #001Construction Drawings

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:41pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\G002 Legend and Abbreviations.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

LEGEND AND ABBREVIATIONS

152292

G002 0 2 39

G002 LEGEND AND ABBREVIATIONS.dwg

APPROX APPROXIMATE, APPROXIMATELY

BGS BELOW GROUND SURFACE

BM BENCHMARK

CB CATCH BASIN

CISP CAST IRON PIPE

C CENTERLINE

C.L. COVER LEVEL

CMP CORRUGATED METAL PIPE

COA CERTIFICATE OF AUTHORIZATION

CONC. CONCRETE

CONT. CONTINUOUS

COR CORNER

CP CONTROL POINT

CPE CORRUGATED POLYETHYLENE

CPVC CHLORINATED POLYVINYL CHLORIDE

CY CUBIC YARD

DEMO DEMOLITION

DI DUCTILE IRON

DIA. OR Ø DIAMETER

DWG DRAWING

E EASTING

EL., ELEV. ELEVATION

EPD GEORGIA ENVIRONMENTAL PROTECTION

DIVISION

ESPCP EROSION, SEDIMENTATION, AND

POLLUTION CONTROL PLAN

EW EACH WAY

EX. EXISTING

EXP EXPIRATION

FM FORCEMAIN

FML FLEXIBLE MEMBRANE LINER

FT FEET

GA GEORGIA

GALV GALVANIZED

GCL GEOSYNTHETIC CLAY LINER

GIS GEOGRAPHIC INFORMATION SYSTEM

GWA / GWB / GWC GROUNDWATER MONITORING WELL

HDPE HIGH DENSITY POLYETHYLENE PIPE

HWY HIGHWAY

ID INSIDE DIAMETER

IE OR INV. EL. INVERT ELEVATION

INC, INC. INCORPORATED

INTL INTERNATIONAL

LCFM LEACHATE COLLECTION FORCEMAIN

LCO LEACHATE CLEANOUT PIPE

LCP LEACHATE COLLECTION PIPE

L.F., LF LINEAR FEET, LANDFILL

LLDPE LINEAR LOW DENSITY POLYETHYLENE

MAX MAXIMUM

MFA MOLDED FLANGE ADAPTER

MFR MANUFACTURER

MGT MANAGEMENT

MH MANHOLE

MIL MILLI-INCH

MIN MINIMUM

MM METHANE MONITORING WELL

MP METAL PIPE

GWA-3R

GROUNDWATER MONITORING WELL

METHANE MONITORING WELL

SURVEY BENCHMARK

PIPING SYSTEM CLEANOUT

EDGE OF LINER MARKER

CONSTRUCTION CONTROL POINT

BUILDING/STRUCTURE

EXISTING CONTOURS

DESIGN CONTOURS

LITTER FENCE

SILT FENCE

PROPERTY BOUNDARY

200' BUFFER (FROM PROPERTY BOUNDARY)

CELL BOUNDARY

ACCESS ROAD

UNDERGROUND ELECTRIC

UNDERDRAIN

LEACHATE COLLECTION PIPING

LEACHATE FORCEMAIN

EDGE OF LINER

CONTRACTOR STAGING AREA

STOCKPILE LOCATION

CLEARING EXTENTS

STORMWATER FLOW DIRECTION / CHANNEL ALIGNMENT

BURIED CULVERT

EXISTING TREE LINE

AREA W/ GEOCOMPOSITE

RIPRAP

DISTRUBED AREA STABILIZATION

(PERMANENT OR TEMPORARY VEGETATION)

WETLANDS

MSW MUNICIPAL SOLID WASTE

MSWL MUNICIPAL SOLID WASTE

LANDFILL

MW MONITORING WELL

N NORTHING

N/F NOW OR FORMERLY

NAD 83 NORTH AMERICAN DATUM OF

NAVD 88 NORTH AMERICAN VERTICAL

DATUM OF 1988

NO NUMBER

NPDES NATIONAL POLLUTION

DISCHARGE ELIMINATION

SYSTEM

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

O.C. ON CENTER

OD OUTSIDE DIAMETER

OSHA OCCUPATIONAL SAFETY AND

HEALTH ADMINISTRATION

OZ OUNCE

P PIEZOMETER

PERF PERFORATED

PO PURCHASE ORDER

PVC POLYVINYL CHLORIDE

R RADIUS / RANGE

RCB REINFORCED CONCRETE BOX

CULVERT

RCP REINFORCED CONCRETE PIPE

RD ROAD

REV. REVISION

RL RETICULATION LATERAL

SCH SCHEDULE

SDR STANDARD DIMENSION RATIO

SE SOUTHEAST

SEC SECTION

SSR SIDE SLOPE RISER

SST STAINLESS STEEL

ST. STREET

STL STEEL, CARBON STEEL

SY SQUARE YARD

T, TWP TOWNSHIP

T&B TOP AND BOTTOM

TBD TO BE DETERMINED

TYP. TYPICAL

UD UNDERDRAIN

UG UNDERGROUND

UGE, UE UNDERGROUND ELECTRIC

USBR UNITED STATES BUREAU OF

RECLAMATION

UST UNDERGROUND STORAGE TANK

W WEST

W/ WITH

WFF WOVEN FILTER FABRIC

YD YARD

PLAN:

LEGEND ABBREVIATIONS

SECTION:

GEOMEMBRANE LINER

GEOTEXTILE

GEOCOMPOSITE

GCL (GEOSYNTHETIC CLAY LINER)

EROSION CONTROL BLANKET / TURN REINFORCEMENT MATTING

PLYWOOD

GRASS / VEGETATION

PREPARED SUBGRADE

GRAVEL / AGGREGATE / RIP RAP

ROUNDED STONE

CONCRETE

LEACHATE DRAINAGE MATERIAL / PIPE BEDDING / SAND

RECOMPACTED SOIL LAYER

TOP SOIL / NATIVE SOIL / SUBGRADE

GENERAL FILL

INTERMEDIATE COVER

REFUSE / WASTE

CEMENT/BENTONITE GROUT MIX

HYDRATED BENTONITE SEAL

PEA GRAVEL

LCP

X X

MM-8

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:41pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\G003 General Notes.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

GENERAL NOTES

152292

G003 0 3 39

G003 General Notes.dwg

1. A COMPLETE EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN WILL BE PROVIDED TO THE

CONTRACTOR UNDER SEPARATE COVER.

2. CONTRACTOR'S PERSONNEL SHALL RECEIVE ESPCP TRAINING AS REQUIRED BY OR ADDRESSED IN

THE ESPCP.

3. CONTRACTOR SHALL IMPLEMENT BEST MANAGEMENT PRACTICES (BMP'S) AS REQUIRED BY THE

CONSTRUCTION DRAWINGS AND THE ESPCP. ADDITIONAL BMP'S SHALL BE IMPLEMENTED AS

DICTATED BY THE SITE CONDITIONS THROUGHOUT ALL PHASES OF CONSTRUCTION.

4. TEMPORARY EROSION AND SEDIMENT CONTROLS: FURNISH, INSTALL, CONSTRUCT, AND MAINTAIN

TEMPORARY MEASURES TO CONTROL EROSION AND MINIMIZE THE SILTATION OF CONVEYANCE

FEATURES AND THE POLLUTION OF PRIVATE PROPERTIES. TEMPORARY EROSION AND SEDIMENT

CONTROL MEASURES SHALL BE MAINTAINED UNTIL COMPLETION OF THE WORK.

5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTALLATION AND REMOVAL OF ALL SEDIMENT CONTROL PRACTICES REQUIRED AS A RESULT OF HIS/HER ACTIVITIES. ALL EQUIPMENT SHALL BE

INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS, UNLESS NOTED OTHERWISE. THE SEDIMENT CONTROL PRACTICES INDICATED IN

THE CONTRACT DRAWINGS ARE NOT INTENDED TO BE INCLUSIVE OF ALL SEDIMENT CONTROL

PRACTICES REQUIRED TO BE COMPLETED FOR THIS PROJECT.

6. PROVIDE AND MAINTAIN ALL EROSION CONTROL FEATURES NECESSARY TO COMPLY WITH ALL APPLICABLE LOCAL, STATE, FEDERAL, AND JURISDICTIONAL AGENCY'S EROSION CONTROL-RELATED

REGULATIONS THROUGHOUT THE DURATION OF THE PROJECT. CONTRACTOR SHALL REMOVE

EROSION CONTROL FEATURES IF SAID FEATURES ARE NOT BIODEGRADABLE.

7. BMP'S AND CONTROLS SHALL CONFORM TO THE REQUIREMENTS OF THE GEORGIA ENVIRONMENTAL PROTECTION DIVISION. CONTRACTOR SHALL IMPLEMENT ADDITIONAL CONTROLS AS DIRECTED BY

PERMITTING AGENCY OR OWNER.

8. CONTRACTOR IS REQUIRED TO COMPLY WITH THE TERMS AND CONDITIONS CONTAINED WITHIN THE

CONSTRUCTION STORMWATER GENERAL PERMIT.

9. CONTRACTOR SHALL MINIMIZE CLEARING TO THE MAXIMUM EXTENT PRACTICAL OR AS REQUIRED BY

THE GENERAL PERMIT.

10. ALL WASH WATER (VEHICLE CLEANING, EQUIPMENT CLEANING, ETC.) SHALL BE DETAINED AND

PROPERLY TREATED OR DISPOSED.

11. SUFFICIENT OIL AND GREASE ABSORBING MATERIALS AND FLOTATION BOOMS SHALL BE MAINTAINED ON SITE OR READILY AVAILABLE TO CONTAIN AND CLEAN-UP FUEL OR CHEMICAL SPILLS AND LEAKS.

12. DUST ON THE SITE SHALL BE CONTROLLED. THE USE OF MOTOR OILS AND OTHER PETROLEUM BASED

OR TOXIC LIQUIDS FOR DUST SUPPRESSION OPERATIONS IS PROHIBITED.

13. RUBBISH, TRASH, GARBAGE, LITTER, OR OTHER SUCH MATERIALS SHALL BE DEPOSITED INTO SEALED

CONTAINERS. THESE SUCH MATERIALS SHALL BE PREVENTED FROM LEAVING THE PREMISES

THROUGH THE ACTION OF WIND OR STORM DISCHARGE INTO CONVEYANCE FEATURES OR WATERS

OF THE STATE. DISPOSAL OF SOLID WASTE SHALL BE COORDINATED WITH OWNER.

14. ALL STORMWATER POLLUTION PREVENTION MEASURES PRESENTED IN THE CONSTRUCTION

DRAWINGS SHALL BE INITIATED AS SOON AS PRACTICABLE.

15. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR

INTO STORM DRAINS MUST BE REMOVED IMMEDIATELY.

16. CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING SEDIMENT IN THE SEDIMENTATION POND AND

ANY SEDIMENT THAT MAY HAVE COLLECTED IN THE STORMWATER DRAINAGE SYSTEMS IN

CONJUNCTION WITH THE STABILIZATION OF THE SITE.

17. SOIL STOCKPILE AND BORROW AREAS RESULTANT FROM CONTRACTOR'S ACTIVITIES SHALL BE

PROTECTED FROM EROSION AND SEDIMENTATION THROUGH IMPLEMENTATION OF BMP'S AND

SEEDING.

18. SLOPES SHALL BE LEFT IN A ROUGHENED CONDITION DURING THE GRADING PHASE TO REDUCE

RUNOFF VELOCITIES AND EROSION.

19. DUE TO THE GRADE CHANGES DURING THE DEVELOPMENT OF THE PROJECT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADJUSTING THE EROSION CONTROL MEASURES IN ORDER TO PREVENT

EROSION.

20. THE PERIMETER OF ANY STOCKPILE AREAS SHALL BE LINED WITH SEDIMENT FENCE.

21. THE INTEGRITY OF WETTED PERIMETER FOR PERIMETER AND DIVERSION DITCHES SHALL BE

MAINTAINED AT ALL TIMES.

22. FUELING OF CONTRACTOR EQUIPMENT SHALL BE CONDUCTED IN A CONTAINED AREA.

23. STORAGE OF FUELS AND HAZARDOUS MATERIALS SHALL BE DONE IN SUCH A WAY AS TO MINIMIZE

THE POTENTIAL OF SPILLS. CONTRACTOR SHALL PROVIDE AND INSTALL THEIR OWN SPILL

CONTAINMENT DEVICES OR STRUCTURES.

24. SPILLS OF TOXIC OR HAZARDOUS MATERIAL, INCLUDING DIESEL FUEL FOR CONTRACTOR EQUIPMENT USE ONSITE, SHALL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL GOVERNMENT AGENCY, AS

REQUIRED. ALL SPILLS SHALL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

25. CONCRETE WASHOUT SHALL BE COORDINATED WITH THE OWNER.

26. EXCAVATION AREAS SHALL BE MAINTAINED IN DEWATERED CONDITION. DEWATERING DEVICES AND

APPURTENANCES SHALL BE SUPPLIED BY THE CONTRACTOR. EXCAVATION WATER MAY BE

DISCHARGED ON SITE PER THE ESPCP.

1. THE CANDLER ROAD LANDFILL IS LOCATED AT 1700 OAKBROOK DRIVE GAINESVILLE, GEORGIA 30507.

2. CONTRACTOR SHALL CONTRACT WITH HALL COUNTY, GEORGIA (OWNER) DIRECTLY TO

PERFORM WORK.

3. CONTRACTOR SHALL PROVIDE LIABILITY INSURANCE NAMING OWNER, BURNS & MCDONNELL

ENGINEERING COMPANY, INC. (ENGINEER), AND ENGINEER'S SUBCONTRACTORS AS AN

ADDITIONAL INSURED.

4. THE LOCATIONS OF EXISTING UTILITIES AND EASEMENTS HAVE BEEN DETERMINED FROM

AVAILABLE INFORMATION. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

LOCATE ALL UTILITIES AND EASEMENTS WHETHER OR NOT SHOWN TO PROTECT THEM FROM

DAMAGE. WHERE A UTILITY OR EASEMENT IS ABANDONED OR REQUIRES TO BE PROTECTED,

THE CONTRACTOR SHALL PROVIDE PROTECTION THAT AT MINIMUM MEETS THE

REQUIREMENTS OF THE UTILITY OR EASEMENT OWNER. THE CONTRACTOR SHALL BEAR ALL

EXPENSE OF REPAIR, REPLACEMENT, OR ANY OTHER CHARGES RELATED TO EXISTING

UTILITIES OR EASEMENTS IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. PRIOR TO

ANY EXCAVATION, THE CONTRACTOR SHALL CALL GEORGIA 811 AT 1-800-282-7411 OR 811.

5. THE WORK UNDER THIS CONTRACT SHALL INCLUDE FURNISHING ALL SUPERVISION, LABOR,

TOOLS, EQUIPMENT, TRANSPORTATION, STORAGE FACILITIES, SERVICES, AND SUPPLIES

REQUIRED TO COMPLETE THE FOLLOWING AS INDICATED ON THE CONSTRUCTION DRAWINGS:

A. CONSTRUCT CELL 3, WHICH INCLUDES: CLEARING AND GRUBBING OF AREA AS INDICATED

ON G005, CONSTRUCT UNDERDRAINS, ESTABLISH CELL 3 SUBGRADE, PLACE

RECOMPACTED SOIL LAYER, INSTALL GEOSYNTHETIC CLAY LINER (GCL), INSTALL

GEOMEMBRANE LINER, INSTALL GEOCOMPOSITE, PLACE LEACHATE COLLECTION LAYER,

INSTALL LEACHATE COLLECTION SYSTEM, AND CONSTRUCT TEMPORARY DELINEATION

BERM.

B. INSTALL APPROXIMATELY 1,600 FEET OF LEACHATE FORCEMAIN PIPING WITH DUAL

CLEANOUTS EVERY 500 FEET, INSTALL TWO HDPE LEACHATE FORCEMAIN MANHOLES

(MH3-1 AND MH3-2), AND CONNECT TO EXISTING LEACHATE FORCEMAIN PIPING NEAR THE

EXISTING CELL 2.

C. CONSTRUCT PERIMETER ACCESS ROAD AND STORMWATER DITCHES.

D. IMPLEMENT AND INSPECT EROSION AND SEDIMENT CONTROL BEST MANAGEMENT

PRACTICES (BMPs) IN ACCORDANCE WITH THE CONSTRUCTION EROSION, SEDIMENTATION, AND POLLUTION CONTROL PLAN (ESPCP).

E. PROCURE GEOTECHNICAL DESIGN SERVICES FOR THE CONSTRUCTION OF RETAINING

WALLS IN ORDER TO ESTABLISH FINAL PERIMETER ROAD GRADES. FINAL PERIMETER ROAD

GRADING PLAN WILL BE PROVIDED VIA FUTURE ADDENDA.

F. COMPLETE IMPROVEMENTS TO THE EXISTING ACCESS ROAD. ACCESS ROAD

IMPROVEMENT PLAN AND DETAILS WILL BE PROVIDED VIA FUTURE ADDENDA.

G. RELOCATE THE EXISTING MH(S) AND EXISTING LEACHATE FORCEMAIN IN THE ROAD

IMPROVEMENT AREA (NEAR CELL 2) TO THE NEW EDGE OF THE ACCESS ROAD AFTER THE

RETAINING WALLS HAVE BEEN CONSTRUCTED.

H. INSTALL SEVEN (7) NEW GROUNDWATER MONITORING WELLS AND THREE (3) NEW

METHANE MONITORING WELLS IN ACCORDANCE WITH GEORGIA GROUNDWATER

MONITORING AND LANDFILL METHANE MONITORING WELL CONSTRUCTION REQUIREMENTS.

I. INSTALL 30-FT TALL LITTER FENCING ALONG THE OUTSIDE OF THE NEW LANDFILL ACCESS

ROAD AND CONNECT TO EXISTING LITTER FENCING NEAR CELL 2.

J. CONSTRUCT THE TEMPORARY SEDIMENTATION BASIN AND OUTLET STRUCTURE SOUTH OF

CELL 3.

K. STRIP TOPSOIL FROM ALL EXCAVATION AREAS AND THE CELL 5 STOCKPILE AREA.

SEPARATE AND PLACE TOPSOIL ON NON-VEGETATED AREAS ON PHASE I. STOCKPILE ALL

OTHER EXCESS SOILS IN THE STOCKPILE LOCATIONS SPECIFIED ON SHEET G005.

L. ANY OTHER WORK NOT SPECIFIED ABOVE REQUIRED IN THE CONSTRUCTION DRAWINGS.

6. THE CONSTRUCTION DRAWINGS REPRESENT THE FINISHED WORK. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION. CONTRACTOR SHALL

FURNISH ALL LABOR, EQUIPMENT, MATERIALS, AND TOOLS NECESSARY TO COMPLETELY

PERFORM THE WORK IN SAFE, EXPEDITIOUS, AND WORKMAN LIKE MANNER. COORDINATE

SCHEDULE OF THE WORK WITH THE OWNER. CONTRACTOR SHALL INSTALL EQUIPMENT AND

MATERIALS PER MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. THE

CONTRACTOR ACCEPTS FULL RESPONSIBILITY FOR PROPER HANDLING AND INSTALLATION OF

EQUIPMENT AND MATERIALS.

7. THESE DRAWINGS SHALL BE USED IN CONJUNCTION WITH ANY SHOP DRAWINGS PROVIDED

BY SUPPLIERS. ALL SHOP DRAWINGS PROVIDED BY OTHERS SHALL BE SUBMITTED TO THE

ENGINEER FOR REVIEW PRIOR TO THE FABRICATION OF MATERIAL OR THE PURCHASE OF

NON-RETURNABLE STOCK. DIMENSIONAL REVIEW IS THE CONTRACTOR'S RESPONSIBILITY.

8. LANDFILL CONSTRUCTION EQUIPMENT OPERATIONS WILL BE LIMITED TO MONDAY THROUGH

SATURDAY FROM SUNRISE TO SUNSET. CONSTRUCTION WILL BE LIMITED TO NON-EQUIPMENT

OPERATIONS ONLY ON SUNDAY. FURTHER, NO WORK SHALL BE COVERED PRIOR TO

COMPLETION OF REQUIRED TESTING, SURVEYING AND ENGINEER'S INSPECTION.

UNAPPROVED WORK SHALL BE UNCOVERED AT CONTRACTOR'S EXPENSE.

9. SITE TOPOGRAPHY MAY VARY DUE TO OWNER'S CONSTRUCTION, DAILY COVER MATERIAL

STOCKPILING, AND WASTE DISPOSAL.

10. EXISTING ROADS, STRUCTURES, FACILITIES AND LANDFILL OPERATIONS SHALL NOT BE

INTERFERED WITH BY CONTRACTOR'S ACTIVITIES. NORMAL OPERATIONAL HOURS ARE 8 AM

TO 4 PM MONDAY THROUGH FRIDAY, 8 AM TO 2 PM SATURDAY, AND CLOSED SUNDAY.

COORDINATE ACTIVITIES WITH LANDFILL OWNER IF OPERATION DISRUPTION IS EXPECTED.

ANY DISTURBANCE TO EXISTING FEATURES SHALL BE REPAIRED AT NO COST TO OWNER.

11. CONTRACTOR SHALL UNDERTAKE ALL NECESSARY MEASURES TO ENSURE SAFETY OF ALL

PERSONS AND STRUCTURES AT THE SITE AND ADJACENT TO THE SITE. CONTRACTOR SHALL

BE RESPONSIBLE FOR ANY CLAIMS RESULTING FROM HIS/HER ACTIONS AND ACTIVITIES.

VISITS TO THE SITE BY OWNER, ENGINEER OR ENGINEER'S SUBCONTRACTORS SHALL NOT

RELIEVE THE CONTRACTOR OF SUCH RESPONSIBILITY.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER SAFEGUARDING OF THE

INSTALLATION AND MATERIALS AND EQUIPMENT STORED ON THE SITE TO PREVENT THEFT,

VANDALISM, OR DAMAGE. THE CONTRACTOR SHALL ACCEPT FULL RESPONSIBILITY FOR

EQUIPMENT AND MATERIALS THROUGH PROJECT COMPLETION. CONTRACTOR SHALL STORE

EQUIPMENT AND MATERIALS IN A SECURE LOCATION (ON OR OFF-SITE).

13. CONTRACTOR SHALL PROTECT THE WORK AREAS WITH THE APPROPRIATE FENCING,

BARRICADES, AND SIGNAGE. CONTRACTOR SHALL COORDINATE WORK PROTECTION AREA

REQUIREMENTS CONTROL WITH OWNER.

14. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH OSHA AND IN ACCORDANCE WITH

LOCAL, STATE, AND FEDERAL REGULATIONS.

15. UNKNOWN SITUATIONS OR CONDITIONS NOT COVERED IN THESE INSTRUCTIONS ARE THE

RESPONSIBILITY OF THE CONTRACTOR. ENGINEER AND MANUFACTURER'S SPECIALISTS MAY

BE AVAILABLE FOR CONSULTATION. THE PRESENCE OF THE ENGINEER OR THE

MANUFACTURER'S REPRESENTATIVE AT THE PROJECT SITE DOES NOT RELIEVE THE

CONTRACTOR OF THE RESPONSIBILITY FOR A PROPER INSTALLATION.

16. ALL DIMENSIONS, ELEVATIONS, AND CONDITIONS SHALL BE VERIFIED IN THE FIELD BY THE

CONTRACTOR, AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE

ENGINEER FOR CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED PART OF WORK.

17. IF CERTAIN FEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE CONSTRUCTION

DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER

AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR, SUBJECT TO THE APPROVAL

OF THE ENGINEER.

18. ALL WORK SHALL BE DONE TO THE LINES, SLOPES, THICKNESS, AND GRADES INDICATED IN

THE CONSTRUCTION DRAWINGS. ALL ESTABLISHED MONUMENTS, BENCHMARKS, REFERENCE

POINTS, STAKES, AND OTHER CENTRAL POINTS SHALL BE CAREFULLY PRESERVED BY THE

CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IN WRITING OF BENCHMARKS,

REFERENCE LINES, OR OTHER CONTROL POINTS WHICH MAY HAVE BEEN DISTURBED OR

WHICH APPEAR TO BE OFF LINE OR GRADE. CONTRACTOR SHALL UTILIZE GLOBAL

POSITIONING SYSTEM (GPS) TECHNOLOGY FOR COMPLETION OF WORK TO ENSURE

ACCURACY IN GRADING AND ALIGNMENTS.

19. CONTRACTOR SHALL MAINTAIN CONTROL OF DEBRIS GENERATED BY CONTRACTOR'S

ACTIVITIES SUCH TO PREVENT THE INADVERTENT MOVEMENT OF DEBRIS OUTSIDE THE

CONSTRUCTION BOUNDARIES. CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL,

MANAGEMENT, STORAGE, LOADING, AND DISPOSAL OF CONSTRUCTION DEBRIS.

CONTRACTOR SHALL DISPOSE OF DEBRIS PER APPLICABLE LOCAL, STATE, AND FEDERAL

REGULATIONS.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING POTABLE WATER AND TEMPORARY

SANITARY FACILITIES FOR HIS/HER PERSONNEL. CONTRACTOR SHALL ALSO BE RESPONSIBLE

FOR INSTALLING AND REMOVING ANY REQUIRED TEMPORARY UTILITY CONNECTIONS.

21. SUBMITTALS: SUBMIT MATERIAL AND PRODUCT DATA, WARRANTIES, INSTALLATION, AND

AS-BUILT CONSTRUCTION DOCUMENTS TO THE OWNER AND ENGINEER FOR REVIEW PER

SPECIFICATION 01 33 00. CONTRACTOR SHALL FORWARD MATERIAL MANIFESTS TO THE

ENGINEER AND OWNER. CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS WITH NOTES

IDENTIFYING MODIFICATIONS TO THE CONSTRUCTION DRAWINGS.

22. CONTRACTOR SHALL HAVE PROPER EQUIPMENT AND MANPOWER NECESSARY TO UNLOAD

ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS

AND THE CONTRACT DOCUMENTS.

23. CONTRACTOR SHALL PROTECT ALL EXISTING CONTROL POINTS AND PROMPTLY REPLACE IF

DAMAGED AT CONTRACTOR'S COST. ADDITIONAL HORIZONTAL AND VERTICAL CONTROL

POINTS SHALL BE ADDED BY CONTRACTOR AS NECESSARY TO COMPLETE WORK. NEW

CONTROL POINTS SHALL BE PROVIDED BY THE CONTRACTOR TO THE OWNER. CONTRACTOR

SHALL FIELD VERIFY ALL EXISTING STRUCTURE ELEVATIONS DURING CONSTRUCTION

STAKING, COMPARE THESE ELEVATIONS TO THOSE INDICATED AND REVIEW WITH ENGINEER.

24. CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF EXISTING MONITORING WELLS,

METHANE MONITORING WELLS, UTILITIES AND STRUCTURES. ANY DAMAGE TO EXISTING

SYSTEMS SHALL BE IMMEDIATELY REPAIRED BY THE CONTRACTOR AT NO COST TO THE

OWNER.

25. THESE NOTES AND OTHER DRAWING NOTES CONTAINED HEREWITH ARE PROVIDED TO MEET

SPECIFIC REQUIREMENTS AND TO SUPPLEMENT THE CONTRACT DOCUMENTS. THESE NOTES

NEITHER REPLACE NOR OVERRIDE THE PROVISIONS AND REQUIREMENTS OF THE CONTRACT

DOCUMENTS.

GENERAL NOTES EROSION CONTROL NOTES

119012

10601070 10801090110011101120

CANDLER RD (HWY 60)

N/F JIM WILHOITE PROPERTIES INC

4625 HIGHLAND CIRCLE

GAINESVILLE, GA 30506

N/F

WILBOFF LLC

4625 HIGHLAND CIRCLE

GAINESVILLE, GA 30506

N/F CITY OF GAINESVILLE

P O BOX 2496

GAINESVILLE, GA 30501

N/F COTTRELL

PROPERTIES LP

2125 CANDLER ROAD

GAINESVILLE, GA 30507

N/F HALL COUNTY

GAINESVILLE, GA 30501

N/F JIM WILHOITE PROPERTIES INC.

4625 HIGHLAND CIRCLE

GAINESVILLE, GA 30506

N/F CP PROPERTIES OF GA. LLC.

1674 OAK BROOK DR.

GAINESVILLE, GA 30507

N/F RAY, DAVID M.

1672 OAKBROOK DR.

GAINESVILLE, GA 30501

N/F JIM WILHOITE PROPERTIES INC.

4625 HIGHLAND CIRCLE

GAINESVILLE, GA 30506

F M

U E

DETENTION POND

SCALE HOUSE

BLOWER BUILDING

MAINTENANCE BUILDING

REVERSE

OSMOSIS

BUILDING

LEACHATE BUILDING

PUBLIC

DROP-OFF AREA

MEETING ROOM

BARN

STORAGE BUILDING

EXISTING

CELL 1 EXISTING

CELL 2

NEW

CELL 3

FUTURE

CELL 4

FUTURE

CELL 5

EXISTING

CELL 3

EXISTING

CELL 4

EXISTING

CELL 2

EXISTING

CELL 1

DETENTION

POND 2

DETENTION

POND 1

PHASE II

(ACTIVE)

PHASE I

(INACTIVE)

BENCHMARK

CONTROL MARKER 13

N= 1541899.18 E= 2409283.93

NAVD88 ELEV= 1140.55'

BENCHMARK

1/2"CAPPED REBAR

N= 1543169.32 E= 2409554.56

NAVD88 ELEV= 1029.85'

BENCHMARK

1/2"CAPPED REBAR

N= 1542585.87 E= 2409630.02

NAVD88 ELEV= 1097.50'

CHEMICAL

STORAGE

BUILDING

MM-1

MM-2

MM-4

MM-5

MM-6

MM-7

MM-8

MM-9-N

MM-10

MM-11-N

MM-12R

MM-21R-N

MM-22-R

MM-23-N

MM-24-N

MM-25-N

MM-26-N

GWA-1R

GWA-2A

GWA-3R

GWB-1

GWC-1R

GWC-2A

GWC-3

GWC-4R

GWC-5A

GWC-6

GWC-7 GWC-7R

GWC-8A

GWC-9A

GWC-10A

GWC-11

GWC-11R

GWD-1A

GWA-2A

OWNER'S STORAGE AREA

WETLANDS

PROPERTY LINE

200' BUFFER

TO BE REMOVED

DURING CONSTRUCTION

RAILROAD

CONTRACTOR'S ENTRANCE

OAKBROOK DRIVE

UPGRADE EXISTING

SURVEY CONTROL MARKER

UPGRADE EXISTING

SURVEY CONTROL MARKER

C017

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

EXISTING CONDITIONS

152292

G004 0 4 39

G004 Existing Conditions.dwg

1. EXISTING TOPOGRAPHY BASED ON

SURVEY COMPLETED BY ROCHESTER

& ASSOCIATES, INC. DATED OCTOBER

2019 AND SUPPLEMENTAL SURVEY OF

CELL 3 AND 4 AREA COMPLETED BY

MAXWELL-REDDICK AND ASSOCIATES

DATED APRIL 2023.

2. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

3. CONTOUR INTERVAL IS TWO FEET.

4. SITE TOPOGRAPHY MAY VARY DUE TO

OWNER'S CONSTRUCTION, DAILY

COVER MATERIAL EXCAVATION,

STOCKPILING, AND WASTE DISPOSAL

OPERATIONS.

NOTES:

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:42pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\G004 Existing Conditions.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

SCALE IN FEET

250' 500'

E L

EL EL

E L

EL EL

E L

F M

U E

UE UE

DETENTION POND

SCALE HOUSE

BLOWER BUILDING

MAINTENANCE BUILDING

REVERSE

OSMOSIS

BUILDING

LEACHATE BUILDING

PUBLIC

DROP-OFF AREA

MEETING ROOM

BARN

STORAGE BUILDING

DETENTION

POND 2

DETENTION

POND 1

CHEMICAL

STORAGE

BUILDING

MM-1

MM-2

MM-4

MM-5

MM-6

MM-7

MM-8

MM-9-N

MM-10

MM-11-N

MM-12R

MM-21R-N

MM-22-R

MM-23-N

MM-24-N

MM-25-N

MM-26-N

GWA-1R

GWA-2A

GWA-3R

GWB-1

GWC-1R

GWC-2A

GWC-3

GWC-4R

GWC-5A

GWC-6

GWC-7 GWC-7R

GWC-8A

GWC-9A

GWC-10A

GWC-11

GWC-11R

GWD-1A

GWA-2A

GWC-13

GWC-14

GWC-15

GWC-11RR

GWC-16

MM-13

MM-14

MM-15N

GWC-16R

MM-12

APPROXIMATE CLEARING EXTENTS

(29.0 ACRES)

OWNER'S STORAGE AREA,

SEE NOTE 4

CONTRACTOR STAGING

AREA, SEE NOTE 3.

STOCKPILE "A" LOCATION

(4.2 ACRES)

SEED AND PLACE STRIPPED

TOPSOIL ON AREAS OF PHASE I

WITHOUT VEGETATION

REMOVE EXISTING 12"Ø MP,

SEE NOTE 4

NEW GROUNDWATER MONITORING

WELL, TYP. OF 7, SEE NOTE 5

NEW METHANE MONITORING WELL,

TYP. OF 3, SEE NOTE 5C017

C017

EXISTING

CELL 1 EXISTING

CELL 2

NEW

CELL 3

FUTURE

CELL 4

EXISTING

CELL 3

EXISTING

CELL 4

EXISTING

CELL 2

EXISTING

CELL 1

WETLANDS

PROPERTY LINE

200' BUFFER

FUTURE

CELL 5

REMOVE EXISTING 24"Ø HDPE

CULVERT AND 5'Ø CMP

STANDPIPE, SEE NOTE 4

CELL 5 STOCKPILE

LOCATION, SEE C003

(9.0 ACRES)

CONTRACTOR'S ENTRANCE

CLEAR AND GRUB SIDE OF HILL

BEFORE PLACING STOCKPILE

SOILS (APPROX. 1.0 ACRE)

CONCTRACTOR SHALL

FURNISH AND INSTALL ROAD

BASE TO IMPROVE HAUL ROAD

TO STOCKPILES "A" AND "B".

STOCKPILE "B"

LOCATION, SEE C004

(2.6 ACRES)

0 400'200'

SCALE IN FEET

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

GENERAL ARRANGEMENT

152292

G005 0 5 39

G005 General Arrangement.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

1. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

2. AERIAL IMAGERY RETRIEVED FROM

BING MAPS, MAY 2023.

3. CONTRACTOR TO COORDINATE

STAGING AREAS AND STOCKPILE

LOCATIONS WITH OWNER.

4. EXISTING STORMWATER CONTROL

PIPING REMOVED FROM CELL 3

CONSTRUCTION AREA SHALL BE

SALVAGED AND PLACED IN OWNER'S

STORAGE AREA.

5. LOCATIONS OF GROUNDWATER AND

METHANE MONITORING WELLS

SUBJECT TO CHANGE. COORDINATE

WITH OWNER AND ENGINEER PRIOR

TO INSTALLATION.

6. CONTRACTOR MAY EXTEND

STOCKPILE LIMITS WITHIN FUTURE

CELL 5 FOOTPRINT IF ABLE TO

MAINTAIN STORMWATER DRAINAGE

CHANNELS

7. CONTRACTOR TO COORDINATE

STAGING AREA, EXCAVATING, AND

STOCKPILING WITH OWNER.

CONTRACTOR SHALL MINIMIZE

DISRUPTIONS TO DAILY LANDFILL

OPERATIONS AND ACCESS TO

LANDFILLS CELLS TO THE EXTENT

PRACTICAL DURING OPERATING

HOURS.

NOTES:

40 10 40 10

11201120

F M

DETENTION

POND 2

PHASE II

(ACTIVE)

MM-12R

GWC-11R

3:1

2:1

0.6%

0.9%

2.0%

0.6% 4%

5.5% 2%

10%

2.1%

32 10 34 10 36 10 38 1042

44 10

46 10

50 10

X X

C008 A'

C008 A

C009 C

C009 C'

C009 D

C009 D'

200' BUFFER

CELL BOUNDARY, TYP.

EXISTING

CELL 2

NEW

CELL 3

FUTURE

CELL 4

FUTURE

CELL 5

NEW ROAD

CELL 3/5 INTERCELL BERM

C011

CELL 2 TO CELL 3

LINER TIE-IN , TYP.C010

C014

C008 B

C008 B'

NEW LITTER FENCE, TYP.

SEE NOTE 5

CELL 3 DIVIDING BERM

C014

GWC-13

GWC-14

GWC-15

GWC-11RR

GWC-16

MM-13

MM-15N

GWC-16R

GWC-12

PROPOSED GROUNDWATER

MONITORING WELL, TYP. OF 7,

PROPOSED METHANE MONITORING WELL,

TYP. OF 3 (TWO SHOWN THIS SHEET) C017

C017

CELL 3 - SUMP 1

CELL 3 - SUMP 2

C012

WETLANDS

CELL 3/4 INTERCELL BERM

C010

C017

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

CELL 3 SUBGRADE PLAN

152292

C001 0 6 39

C001 Cell 3 Subgrade Plan.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:44pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\C001 Cell 3 Subgrade Plan.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

1. EXISTING TOPOGRAPHY BASED ON

SURVEY COMPLETED BY ROCHESTER

& ASSOCIATES, INC. DATED OCTOBER

2019 AND SUPPLEMENTAL SURVEY OF

CELL 3 AND 4 AREA COMPLETED BY

MAXWELL-REDDICK AND ASSOCIATES

DATED APRIL 2023.

2. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

3. DESIGN CONTOURS WITHIN CELL 3

REPRESENT TOP OF PREPARED

SUBGRADE. DESIGN CONTOURS

OUTSIDE OF CELL 3 REPRESENT

FINISHED GRADES.

4. CONTOUR INTERVAL IS TWO FEET.

5. ROAD GRADES SHOWN IN THE

HIGHLIGHTED AREAS ARE INTENDED

TO FACILITATE CONSTRUCTION

ACCESS, BUT DO NOT REPRESENT

FINAL FINISHED GRADES. PLAN FOR

FINISHED GRADES IN THESE

LOCATIONS WILL BE PROVIDED VIA

FUTURE ADDENDA.

6. UNDERDRAIN PIPING NOT SHOWN

THIS SHEET FOR CLARITY. SEE C002

FOR UNDERDRAIN PLAN AND

CONSTRUCTION CONTROL POINTS.

7. SEE C003 FOR FUTURE CELL 5

STOCKPILE FILL PLAN.

NOTES:

60' 120'

40 10

1011201120

112011201130

1140114011401140

11001110

DETENTION

POND 2

PHASE II

(ACTIVE)

MM-12R

MM-21R-N

GWA-3R

GWC-11R

X X

UNDERDRAIN

(WITHIN CELL 3)

PERMITTED CELL

BOUNDARY

200' BUFFER

UDUD

U D

22 23 24 25

41 42

29 30

UNDERDRAIN

OUTLET TO RIPRAP

UNDERDRAIN OUTLET

TO RIPRAP DOWNSLOPE

C010

NEW ROAD

5.5%2%

10%

2.1%

3:1

TRANSITION UNDERDRAIN

TO SOLID PIPE AT POINT 16,

SEE TABLE C010

TRANSITION UNDERDRAIN

TO SOLID PIPE AT POINT

28, SEE TABLE

UNDERDRAIN CONSTRUCTION

CONTROL POINT, TYP.

EXISTING

CELL 2

NEW

CELL 3

FUTURE

CELL 4

FUTURE

CELL 5

WETLANDS

GWC-13

GWC-14

GWC-15

GWC-11RR

GWC-16

MM-13

MM-15N

GWC-16R

GWC-12

UNDERDRAIN

(OUTSIDE CELL 3) C010

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

UNDERDRAIN PLAN

152292

C002 0 7 39

C002 Underdrain Plan.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:45pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\C002 Underdrain Plan.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

1. EXISTING TOPOGRAPHY BASED ON

SURVEY COMPLETED BY ROCHESTER

& ASSOCIATES, INC. DATED OCTOBER

2019 AND SUPPLEMENTAL SURVEY OF

CELL 3 AND 4 AREA COMPLETED BY

MAXWELL-REDDICK AND ASSOCIATES

DATED APRIL 2023.

2. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

3. DESIGN CONTOURS WITHIN CELL 3

REPRESENT TOP OF PREPARED

SUBGRADE. DESIGN CONTOURS

OUTSIDE OF CELL 3 REPRESENT

FINISHED GRADES.

4. CONTOUR INTERVAL IS TWO FEET.

NOTES:

UNDERDRAIN CONSTRUCTION CONTROL POINTS

POINT NO. NORTHING (FT) EASTING (FT) UD INVERT ELEV.

(NAVD 88)

EXISTING SURFACE

ELEV. (NAVD 88)

1 1542589.81 2409797.17 1051.00 1061.25 2 1542605.33 2409802.35 1048.00 1058.05 3 1542610.41 2409804.04 1047.00 1057.15 4 1542653.56 2409801.76 1046.00 1050.08 5 1542659.90 2409800.33 1045.00 1049.19 6 1542685.56 2409781.40 1042.00 1045.67 7 1542710.30 2409760.46 1040.00 1042.43 8 1542751.98 2409725.72 1038.00 1037.86 9 1542778.38 2409702.12 1036.00 1035.67

10 1542798.61 2409683.03 1034.00 1035.68 11 1542816.97 2409665.53 1032.00 1036.62 12 1542837.67 2409650.39 1029.00 1036.94 13 1542862.60 2409635.73 1025.00 1036.50 14 1542874.32 2409632.64 1022.00 1036.12 15 1542887.71 2409629.41 1021.78 1036.08 16 1542919.22 2409628.68 1021.28 1038.00 17 1543000.48 2409626.79 1020.00 1020.00 18 1542437.50 2410447.86 1044.00 1082.00 19 1542387.83 2410495.40 1041.00 1057.24 20 1542376.18 2410512.47 1040.00 1051.00 21 1542355.21 2410526.28 1039.00 1046.00 22 1542331.34 2410538.22 1038.00 1040.00 23 1542309.13 2410546.78 1034.00 1034.00 24 1542248.54 2410559.73 1022.00 1022.00 25 1542202.58 2410574.51 1012.00 1012.00 26 1542138.77 2410587.87 996.00 996.00 27 1542101.03 2410610.88 988.00 988.00 28 1542094.56 2410628.45 987.85 987.85 29 1542143.59 2409992.32 1040.00 1040.00 30 1542066.81 2410093.04 1028.00 1028.00 31 1542047.29 2410112.86 1026.00 1026.00 32 1542028.25 2410140.45 1022.00 1022.00 33 1542009.88 2410184.29 1019.00 1019.00 34 1541976.36 2410252.70 1014.00 1014.00 35 1541945.27 2410351.18 1006.00 1006.00 36 1541971.39 2410477.28 996.00 996.00 37 1542122.04 2409619.24 1065.00 1072.00 38 1542072.81 2409722.23 1061.00 1062.00 39 1542061.18 2409747.27 1059.00 1060.00 40 1542055.00 2409775.09 1058.00 1058.00 41 1542048.63 2409800.71 1055.96 1055.96 42 1542038.19 2409817.14 1054.00 1054.00 43 1541998.61 2409865.76 1047.00 1047.00 44 1541953.43 2409910.44 1040.00 1040.00 45 1541916.02 2409962.66 1036.00 1036.00 46 1541903.31 2410026.61 1028.00 1028.00 47 1541811.35 2410137.60 1016.00 1016.00 48 1541737.98 2410200.67 1004.00 1004.00 49 1541397.67 2409295.47 1118.00 1118.00 50 1541464.91 2409367.67 1103.11 1103.80 51 1541505.27 2409456.80 1090.44 1090.13 52 1541536.36 2409545.71 1083.57 1083.97 53 1541577.27 2409632.13 1074.43 1074.43 54 1541643.15 2409705.98 1051.73 1052.21 55 1541700.54 2409781.58 1035.81 1039.00 56 1541765.61 2409855.25 1023.99 1024.00 57 1541762.61 2409954.19 1015.73 1016.00 58 1541744.60 2410050.74 1009.02 1010.30 59 1541746.69 2410140.35 1004.89 1004.64 60 1541747.71 2410235.95 1004.00 1004.00 61 1541790.92 2410326.13 1002.99 1002.87 62 1541853.33 2410399.47 1000.47 1001.69 63 1541936.82 2410454.50 997.31 998.74 64 1542022.63 2410505.72 993.69 993.97 65 1542076.37 2410587.35 987.99 987.99 66 1542081.09 2410679.82 985.01 985.07 67 1542035.42 2410762.37 977.33 977.71 68 1541995.56 2410845.51 970.29 970.45 69 1541981.93 2410953.15 957.00 957.00

UNDERDRAIN PLAN

0 200'100'

40 10

1011201120

112011201130

1140114011401140

11001110

MM-10

MM-11-N

MM-12R

MM-21R-N

MM-22-R

MM-23-N

MM-24-N

GWA-2A

GWA-3R

GWC-8A

GWC-10A

GWC-11

GWC-11R

.0 3'

S6 1°

3" W

S5 5°

3" W

S49°48'16"E

1089.73'

F M

U E

DETENTION

POND 2

PHASE II

(ACTIVE)

X X

PERMITTED CELL

BOUNDARY

200' BUFFER

X X

5.5%2%

10%

2.1%

10701080

3:1

2:1

5:1

2.1% 12%

6:1

8.3%

5:1

2.5%

10%

NEW ROAD

FUTURE CELL 5 STOCKPILE

AREA, SEE NOTE 5

EXISTING

CELL 1

EXISTING

CELL 2

NEW

CELL 3

FUTURE

CELL 4

FUTURE

CELL 5

WETLANDS

GWC-13

GWC-14

GWC-15

GWC-11RR

GWC-16

MM-13

MM-15N

GWC-16R

GWC-12

NEW DETENTION POND, SEE

SHEETS C015 AND C016 FOR

STORMWATER CONSTRUCTION

DETAILS

FUTURE CELL 5

STORMWATER CHANNEL

FUTURE CELL 4

STORMWATER CHANNELC016

C016

ARMOR CONFLUENCE OF

CHANNELS W/ RIPRAP

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

FUTURE CELL 5

STOCKPILE FILL PLAN

152292

C003 0 8 39

C003 Future Cell 5 Stockpile Fill Plan.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:46pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\C003 Future Cell 5 Stockpile Fill Plan.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

1. EXISTING TOPOGRAPHY BASED ON

SURVEY COMPLETED BY ROCHESTER

& ASSOCIATES, INC. DATED OCTOBER

2019 AND SUPPLEMENTAL SURVEY OF

CELL 3 AND 4 AREA COMPLETED BY

MAXWELL-REDDICK AND ASSOCIATES

DATED APRIL 2023.

2. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

3. DESIGN CONTOURS WITHIN CELL 3

REPRESENT TOP OF PREPARED

SUBGRADE. DESIGN CONTOURS

OUTSIDE OF CELL 3 REPRESENT

FINISHED GRADES.

4. CONTOUR INTERVAL IS TWO FEET.

5. CONTRACTOR MAY EXTEND

STOCKPILE LIMITS WITHIN FUTURE

CELL 5 BOUNDARY, SO LONG AS THE

STORMWATER DRAINAGE CHANNEL IS

MAINTAINED.

6. CONTRACTOR TO COORDINATE

STAGING AREA, EXCAVATION, AND

STOCKPILING WITH OWNER.

NOTES:

100' 200'

DETENTION POND

PUBLIC DROP-OFF AREA

OWNER'S STORAGE AREA

ADDITIONAL SOIL MAY BE

STOCKPILED IN THIS AREA

MATCH STOCKPILE

GRADES TO EXISTING

CONCTRACTOR SHALL FURNISH AND

INSTALL ROAD BASE TO IMPROVE HAUL

ROAD TO STOCKPILES "A" AND "B"

SITE ACCESS ROAD, NOT

FOR CONTRACTOR USE

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

STOCKPILE B FILL

PLAN

152292

C004 0 9 39

C004 Stockpile B Fill Plan.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:47pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\C004 Stockpile B Fill Plan.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

1. EXISTING TOPOGRAPHY BASED ON

SURVEY COMPLETED BY ROCHESTER

& ASSOCIATES, INC. DATED OCTOBER

2019 AND SUPPLEMENTAL SURVEY OF

CELL 3 AND 4 AREA COMPLETED BY

MAXWELL-REDDICK AND ASSOCIATES

DATED APRIL 2023.

2. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

3. DESIGN CONTOURS REPRESENT

FINISHED GRADES.

4. CONTOUR INTERVAL IS TWO FEET.

5. CONTRACTOR SHALL PLACE GENERAL

FILL SOIL AS SHOWN AND GRADE TO

CREATE AN EXTENSION OF THE

OWNER'S EXISTING STORAGE AREA.

6. GENERAL FILL SHALL BE PLACED AND

COMPACTED IN ACCORDANCE WITH

PROJECT SPECIFICATIONS, QUALITY

CONTROL TESTING FOR DENSITY IS

NOT REQUIRED FOR STOCKPILE B.

7. CONTRACTOR SHALL PLACE SILT

FENCE AROUND THE PERIMETER OF

STOCKPILE B, SEED AND STABILIZE

SLOPES AS SOON AS PRACTICAL, AND

COMPLETE ANY OTHER STOCKPILE

BMPs IN ACCORDANCE WITH THE

ESPCP.

8. CONTRACTOR TO COORDINATE

STAGING AREA, EXCAVATION, AND

STOCKPILING WITH OWNER.

NOTES:

30' 60'

40 10 40 10

11201120

F M

DETENTION

POND 2

PHASE II

(ACTIVE)

MM-12R

GWC-11R

3:1

2:1

0.6%

0.9%

2.0%

0.6% 4%

5.5% 2%

10%

2.1%

E L

34 10 36 10 38 1042

46 10

50 10

5:1

2.6%

12%

6:1

5:1

10%

X X

200' BUFFER

CELL 3 DIVIDING BERM

CELL BOUNDARY, TYP.

PROPOSED ROAD

CELL 3/5 INTERCELL BERM

C011

C014

CELL 2 TO CELL 3

LINER TIE-IN, TYP.

EXISTING CELL 2

EDGE OF LINER

EDGE OF LINER MARKER,

TYP, SEE NOTE 5

SEE NOTE 5

C011

C014

EDGE OF CELL 3 LINER

7 8 9 10

CELL 3 - SUMP 1

CELL 3 - SUMP 2

GWC-13

GWC-14

GWC-15

GWC-11RR

GWC-16

MM-13

MM-15N

GWC-16R

GWC-12

PROPOSED METHANE MONITORING WELL,

TYP. OF 3 (TWO SHOWN THIS SHEET)

PROPOSED GROUNDWATER

MONITORING WELL, TYP. OF 7,

C010

C017

C012

EXISTING

CELL 2

NEW

CELL 3

FUTURE

CELL 4

FUTURE

CELL 5

WETLANDS

CUT AND REMOVE

EXCESS EXISTING

GEOMBRANE LINER

CELL 3/4 INTERCELL BERM

C010

NEW LITTER FENCE, TYP.

C017

NEW

DETENTION POND

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

CELL 3 RECOMPACTED SOIL

LAYER GRADING PLAN

152292

C005 0 10 39

C005 Cell 3 Recompacted Soil Layer Grading Plan.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:48pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\C005 Cell 3 Recompacted Soil Layer Grading Plan.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

1. EXISTING TOPOGRAPHY BASED ON

SURVEY COMPLETED BY ROCHESTER

& ASSOCIATES, INC. DATED OCTOBER

2019 AND SUPPLEMENTAL SURVEY OF

CELL 3 AND 4 AREA COMPLETED BY

MAXWELL-REDDICK AND ASSOCIATES

DATED APRIL 2023.

2. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

3. DESIGN CONTOURS WITHIN CELL 3

REPRESENT TOP OF RECOMPACTED

SOIL LAYER GRADES. DESIGN

CONTOURS OUTSIDE OF CELL 3

REPRESENT FINISHED GRADES.

4. CONTOUR INTERVAL IS TWO FEET.

5. ROAD GRADES SHOWN IN THE

HIGHLIGHTED AREAS ARE INTENDED

TO FACILITATE CONSTRUCTION

ACCESS, BUT DO NOT REPRESENT

FINAL FINISHED GRADES. PLAN FOR

FINISHED GRADES IN THESE

LOCATIONS WILL BE PROVIDED VIA

FUTURE ADDENDA.

6. CONTRACTOR SHALL INSTALL EDGE

OF LINER MARKERS EVERY 200 LINEAR

FEET ALONG LIMITS OF LINER, EXCEPT

FOR ALONG CONNECTIONS TO

EXISTING LINER OR ALONG THE

PERIMETER ACCESS ROAD.

NOTES:

SCALE IN FEET

60' 120'

C008 A'

C008 A

C008 B

C008 B'

C009 C

C009 C'

C009 D

C009 D'

EDGE OF LINER CONTROL POINTS

POINT NO. NORTHING (FT) EASTING (FT) TOP OF LINER ELEVATION (NAVD 88)

1 1542920.78 2409581.67 1036.00

2 1542924.28 2409708.43 1045.83

3 1542941.06 2410033.56 1056.86

4 1542936.98 2410063.24 1057.71

5 1542922.27 2410089.33 1058.78

6 1542803.46 2410229.89 1060.79

7 1542418.12 2410685.34 1051.28

8 1542404.85 2410697.83 1051.02

9 1542309.54 2410769.26 1042.05

10 1542274.48 2410784.11 1039.77

11 1542236.52 2410781.07 1037.23

12 1542004.31 2409867.86 1061.00

13 1542323.33 2409792.90 1064.00

14 1542372.77 2409797.33 1064.90

15 1542455.01 2409650.54 1094.20

16 1542462.99 2409523.48 1099.00

EDGE OF LINER

CONTROL POINT, TYP.

40 10 40 10

11201120

F M

DETENTION

POND 2

MM-12R

GWC-11R

3:1

2:1

0.6%

0.9%

2.0%

0.6% 4%

E L

5.5% 2%

10%

36 10 38 10

42 1044 1046

52 10

5:1

2.6%

12%

6:1

5:1

10%

X X

L C P

LCP

L C P

LCP LCP

LCP

L C P

LCP

LCP LCP

L C P

LCPLCPLCPLCPLC

LCP

C014

200' BUFFER

CELL BOUNDARY, TYP.

CELL 3/4 TEMPORARY

DELINEATION BERM

TEMPORARY LEACHATE CLEANOUT

AT DELINEATION BERM, TYP.

LEACHATE COLLECTION

TRENCH, TYP.

LEACHATE COLLECTION

CLEANOUT RISER, TYP.

PROPOSED ROAD

LEACHATE COLLECTION FORCEMAIN

CONNECTION TO EXISTING

LEACHATE FORCEMAIN

CELL 3/5 INTERCELL BERM

CELL 3 - SUMP 1

CELL 3 - SUMP 2

EDGE OF CELL 3 LINER

C012

C011

C010

C014

C012

CELL 2 TO CELL 3

LINER TIE-IN , TYP.C010

MH 3-2

C013

MH 3-1

C012

INSTALL DUAL CLEANOUTS EVERY 500'

ALONG LEACHATE FORCEMAIN, TYP.C014

EXISTING CELL 2

EDGE OF LINER

MARKER, TYP. C010

CELL 3 DIVIDING BERM

C014

SEE NOTE 5

PROPOSED METHANE

MONITORING WELL. TYP. OF 3 C017

CELL 3/4 INTERCELL BERM

C010

GWC-13

GWC-14

GWC-15

GWC-11RR

GWC-16

MM-13

MM-15N

GWC-16R

GWC-12

WETLANDS

EXISTING

CELL 2

NEW

CELL 3

FUTURE

CELL 4

FUTURE

CELL 5

NEW LITTER FENCE, TYP.

C017

NEW

DETENTION POND

PROPOSED GROUNDWATER

MONITORING WELL, TYP. OF 7C017

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

LEACHATE COLLECTION SYSTEM PLAN

152292

C006 0 11 39

C006 Leachate Collection System Plan.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:49pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\C006 Leachate Collection System Plan.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

1. EXISTING TOPOGRAPHY BASED ON

SURVEY COMPLETED BY ROCHESTER

& ASSOCIATES, INC. DATED OCTOBER

2019 AND SUPPLEMENTAL SURVEY OF

CELL 3 AND 4 AREA COMPLETED BY

MAXWELL-REDDICK AND ASSOCIATES

DATED APRIL 2023.

2. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

3. DESIGN CONTOURS WITHIN CELL 3

REPRESENT TOP OF LEACHATE

DRAINAGE LAYER. DESIGN CONTOURS

OUTSIDE OF CELL 3 REPRESENT

FINISHED GRADES.

4. CONTOUR INTERVAL IS TWO FEET.

5. ROAD GRADES SHOWN IN THE

HIGHLIGHTED AREAS ARE INTENDED

TO FACILITATE CONSTRUCTION

ACCESS, BUT DO NOT REPRESENT

FINAL FINISHED GRADES. PLAN FOR

FINISHED GRADES IN THESE

LOCATIONS WILL BE PROVIDED VIA

FUTURE ADDENDA.

6. LIMIT MARKER POSTS SHALL BE

PLACED EVERY 100-FEET ALONG THE

WEST BOUNDARY OF CELL 3.

7. CONTRACTOR SHALL USE 45° LONG

RADIUS SWEEP ELBOWS FOR PIPE

CONSTRUCTION. 90° ELBOWS SHALL

NOT BE USED ON PROJECT.

NOTES:

SCALE IN FEET

60' 120'

C008 A'

C008 A

C008 B

C008 B'

C009 C

C009 C'

C009 D

C009 D'

F M

DETENTION

POND 2

EL EL

E L

X X

L C P

LCP

LCP LCP

LCP

FM FM

3:1

2:1

EXISTING

CELL 2

NEW

CELL 3

CONNECTION TO EXISTING

LEACHATE FORCEMAIN AT CELL 2 MH

MH 3-1

C012

NEW LEACHATE COLLECTION

FORCEMAIN, TYP. C014

C014

NEW LITTER FENCE

LEACHATE COLLECTION

CLEANOUT RISER, TYP.C011

ENCASE THIS SECTION OF

FORCEMAIN IN CONCRETE

CELL 3 -

SUMP 1C012

CELL 2 TO CELL 3

LINER TIE-IN, TYP.

C017

EX. Ø6' CONCRETE

STANDPIPE

EX. (2X) 24" CMP

EX. 33 LF

18" HDPE

EX. 39 LF

18" HDPE

53 LF

18" HDPE

EX. 82 LF

24" CMP

EX. 41 LF

24" RCP

EX. 31 LF

18" RCP

39 LF

18" HDPE

52 LF

18" HDPE

EX. 19 LF

18" HDPE

EX. 18 LF

18" HDPE

EX. (2X) 42 LF

36" HDPE

EX. STORM MH

EX. 67 LF

24" RCP

EX. 40 LF

18" RCP

EX. LEACHATE COLLECTION

FORCEMAIN, TYP.

EX. LITTER FENCE, TYP.

EX. LEACHATE

CLEANOUT, TYP.

EX. BOLLARD, TYP.

EX. CELL 2 PUMP

CONTROL PANEL

EX. CELL 2 MH

EX. CELL 2 LEACHATE

FORCEMAIN PIPE FROM

CELL 2 SUMP

EX. CELL 2 LEACHATE

FORCEMAIN PIPE FROM

CELL 2 SUMP

EX. FORCEMAIN

VALVE VAULT

EX. CELL 1 MH

EX. CELL 1 PUMP

CONTROL PANEL

EX. ELECTRIC METER

CONNECT NEW LITTER FENCE

TO EXISTING LITTER FENCE

EX. ROAD EXTENTS

CELL BOUNDARY, TYP.

C010

4:1

NEW ROAD

EXISTING

CELL 1

TYPICAL LEACHATE

COLLECTION TRENCH C010

EXISTING CELL 2

EDGE OF LINER

EDGE OF CELL 3 LINER

REMOVE AND SALVAGE

EX. 40 LF 18" RCP,

REPLACE W/ 24" RCP W/

CONCRETE HEADWALL

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

LEACHATE COLLECTION

FORCEMAIN PLAN

152292

C007 0 11 39

C007 Leachate Collection Forcemain Plan.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:50pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\C007 Leachate Collection Forcemain Plan.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

1. EXISTING TOPOGRAPHY BASED ON

SURVEY COMPLETED BY ROCHESTER

& ASSOCIATES, INC. DATED OCTOBER

2019 AND SUPPLEMENTAL SURVEY OF

CELL 3 AND 4 AREA COMPLETED BY

MAXWELL-REDDICK AND ASSOCIATES

DATED APRIL 2023.

2. HORIZONTAL DATUM BASED ON NAD

83 GEORGIA STATE PLANES, WEST

ZONE. VERTICAL DATUM BASED ON

NAVD 88.

3. DESIGN CONTOURS WITHIN CELL 3

REPRESENT TOP OF LEACHATE

DRAINAGE LAYER. DESIGN CONTOURS

OUTSIDE OF CELL 3 REPRESENT

FINISHED GRADES.

4. CONTOUR INTERVAL IS TWO FEET.

NOTES:

20'10' 40'

ELEVATIO

STATION

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00

EXISTING GRADE,

APRIL 2023

CELL 3 - SUMP 1

SOUTH NORTH

A A'

CELL 3/4

INTERCELL BERM

PERIMETER

ACCESS ROAD

C010

4:1

3:1

6.67%

3" X 6" DUAL CONTAINED

HDPE SDR 11 LEACHATE

FORCEMAINC014

TYPICAL LINER

PROFILE -

EXISTING CELL 2

TOP OF LINER

C012

C014

ELEVATIO

STATION

0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00

EXISTING GRADE,

APRIL 2023

CELL 3/4 TEMPORARY

DELINEATION BERM

CELL 3 - SUMP 2

SOUTHWEST NORTHEAST

B B'

PERIMETER

ACCESS ROAD

3:1

1.3%

3.3%

6" PERF HDPE SDR 11

LEACHATE COLLECTION PIPEC010

TYPICAL LINER

PROFILE -

UNDERDRAIN

(WITHIN CELL 3), TYP.

C013

C010

GENERAL FILL, TYP.

UNDERDRAIN

(OUTSIDE CELL 3)

C011

C010

C014

PREPARED SUBGRADE

24" RECOMPACTED SOIL

(1.2x10-4 CM/S HYDRAULIC CONDUCTIVITY MAX)

24" LEACHATE COLLECTION LAYER

(1x10-2 CM/S HYDRAULIC CONDUCTIVITY MIN)60-MIL HDPE

GEOMEMBRANE LINER

GCL

C009 D

C009 D'

C009 C

C009 C'

EXISTING

CELL 1

EXISTING

CELL 2

NEW

CELL 3

FUTURE

CELL 4

FUTURE

CELL 5

AUGUST 28, 2023 M. AULT

M. AULT B. WELDON

PHASE II CELL 3 CONSTRUCTION

CELL 3 CROSS SECTIONS, 1 OF 2

152292

C008 0 13 39

C008 Cell 3 Cross Sections, 1 of 2.dwg

Sc al e Fo r M ic ro fil m in g In ch es

M illi m et er s

no. date descriptionby

1 1312111098765432

A ofsheet sheets project contract rev.drawing file ckd mlault Aug 28, 2023 - 1:51pm - Z:\Clients\ENS\HallCountyGA\152292_LandfillServcs\Design\CADD\Dwgs\Cell 3 Construction\C008 Cell 3 Cross Sections, 1 of 2.dwg

0 8/28/23 MLA BSW ISSUED FOR BID

CANDLER ROAD LANDFILL

PERMIT #: 069-15D(MSWL)

HALL COUNTY, GEORGIA

date detailed checkeddesigned

4004 SUMMIT BLVD NE, SUITE 1200

ATLANTA, GA 30319

770-587-4776 Burns & McDonnell Engineering Co, Inc.

COA: PEF00100 (EXP DATE: 6/30/2024)

PO # 435114

A-A'SECTION A-A'

C005 A-A'

C006 A-A'

B-B'SECTION B-B'

C005 B-B'

C006 B-B'

HORIZONTAL SCALE: 1" = 80'

VERTICAL…

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File details come from the government source that posted it. Updated Aug 26, 2024.