0403_AnsonLF_ConstDrwgs_20240601

PHASE 4 CELLS 3A AND 3B
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VICINITY MAP
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PREPARED BY
Weaver
Consultants
Group
6420 SOUTHWEST BLVD., SUITE 206
FORT WORTH, TEXAS 76109
[phone]
[phone] (FAX)
NCBEES LICENSE P-2314
CONSTRUCTION PLANS
ANSON COUNTY LANDFILL
ANSON COUNTY, NORTH CAROLI NA
M" 2024
INDEX TO DRAWINGS
1 -
— - COVER SHEET
0
05/2024
2 -
GENERAL NOTES AND SYMBOLS
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05/2024
3
— SITE PLAN
0
05/2024
4 - -
- - --- SUBGRADE PLAN - EAST
0
05/2024
4A — ---
SUBGRADE PLAN - WEST
0
05/2024
4B -
CUT/FILL PLAN - EAST
0
05/2024
4C----_._.......................__....------____--
CUT/FILL PLAN - WEST
0
05/2024
5
— TOP OF PROTECTIVE COVER PLAN - EAST
0
05/2024
5A
- TOP OF PROTECTIVE COVER PLAN - WEST
0
05/2024
6
- -- ---- CERTIFICATION PLAN - EAST
0
05/2024
6A
-- CERTIFICATION PLAN - WEST
0
05/2024
7
— CERTIFICATION POINTS
0
05/2024
8 -- -----
- - LINER/LEACHATE COLLECTION SYSTEM DETAILS
0
05/2024
9 -
— -- --- LINER/LEACHATE COLLECTION SYSTEM DETAILS
0
05/2024
10
LINER/LEACHATE COLLECTION SYSTEM DETAILS
0
05/2024
11
ACCESS ROAD PLAN
0
05/2024
12
ACCESS ROAD DETAILS
0
05/2024
13
-- EROSION CONTROL DETAILS
0
05/2024
PREPARED FOR
CHAMBERS DEVELOPMENT
OF NORTH CAROLINA, INC.
ISSUED FOR CONSTRUCTION
SITE NEAP
0 2000 4000
SC&E N FEET
`. �. � o� � story •.• 9 ,,,
SEAL
051678 '
r
05/14/2024

GENERAL NOTES: SUBGRADE FILL: SYMBOLS
I. ALL WORK AND MATERIALS UNDER THIS CONTRACT SHALL BE PERFORMED IN ACCORDANCE WITH THE BID PACKAGE. IN ACCORDANCE WITH SECTION 2.2.1.2. SUBGRADE CONSTRUCTION OF THE COA PLAN, AFTER EXCAVATION TO SECTION DETAIL INDICATORS
IN THE EVENT OF A CONFLICT WITH THE PLANS AND PROJECT SPECIFICATIONS, THE SPECIFICATIONS SHALL GOVERN. SUBGRADE ELEVATION, THE SUBGRADE IS TO BE PROOF -ROLLED WITH LOADED, RUBBER TIRED SCRAPERS OR
EOUIVALE 1r. UNSTABLE AREAS TO BE IDENTIFIED DURING PROOF -ROLLING AND REMOVED. REMOVED MATERIALS
2• THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES HAVE NOT BEEN LOCATED BY THE OWNER OR HIS REPRESENTATIVES, WILL BE REPLACED WITH STRUCTURAL FILL DRAWING ON WHICH SECTION IS CUT
THE CONTRACTOR SHALL IDENTIFY AND LOCATE UTILITY LINES, MONITORING WELLS, GAS PROBES, SURVEY MONUMENTS.
AND OTHER NEARBY STRUCTURES PRIOR TO PERFORMING WORK. UTILITIES, MONITORING WELLS. GAS PROBES, SURVEY
MONUMENTS AND OTHER NEARBY STRUCTURES SHALL BE PROTECTED FROM DAMAGE DURING THIS WORK. ANY DAMAGE TRUCTURAL FILL: SECTION NUMBER
TO UTILITY LINES, MONITORING WELLS, GAS PROBES, SURVEY MONUMENTS, AND OTHER NEARBY STRUCTURES SHALL BE 2
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. COSTS ASSOCIATED WITH THESE REPAIRS SHALL 2 y
INCLUDE THE ACTUAL REPAIR COSTS AND ALL ENGINEERING COSTS REQUIRED BY THE ENGINEER TO COORDINATE AND STRUCTURAL FILL MATERIALS TO HAVE THE CLASSIFICATION OF SC, SP, SM, SW, CH, CL, MH, OR ML THE SHEET NUMBER WHERE SHEET NUMBER ON WHICH
OBTAIN REGULATORY APPROVAL OF THE REPAIRS. STRUCTURAL MATERIAL IS TO BE COMPACTED IN MAXIMUM 12-INCH THICK LOOSE LIFTS AND COMPACTED TO 95 SECTION IS CUT SECTION IS DRAWN
PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE STANDARD PROCTOR AT +/- 3 PERCENT OF
3. THE HORIZONTAL AND VERTICAL CONTROLS FOR THE PROJECT WILL BE ESTABLISHED FROM THE PERMANENT CONTROL THE OPTIMUM MOISTURE CONTENT (ASTM D698) AS NOTED IN SECTION 2.2.1.2. OF THE COA PLAN. SEE TABLE
MONUMENT. THE COORDINATE SYSTEM IS BASED ON A STATE PLANE COORDINATE SYSTEM. COORDINATE INFORMATION IS 2-1 OF THE CQA PLAN FOR STRUCTURAL FILL TESTING REQUIREMENTS. WITHDRAWING ON WHICH TONAPPEARS:
BASED ON BEST AVAILABLE INFORMATION. THE CONTRACTOR SHALL IDENTIFY ANY DISCREPANCIES PRIOR TO PROCEEDING WITH
CONSTRUCTION.
4. EXISTING CONTOURS AND ELEVATIONS PROVIDED BY FIRMATEK. LLC. COMPILED FROM AERIAL PHOTOGRAPHY FLOWN 02-10-2024. COMPACTED FILL: SECTION NUMBER
CURRENT GROUND ELEVATIONS MAY VARY FROM THOSE SHOWN DUE TO SITE WORK THAT HAS BEEN SINCE THE AERIAL WAS SECTION 2
FLOWN. THE CONTRACTOR SHALL REVIEW THE INITIAL SURVEY PREPARED BY THE OWNER PRIOR TO THE START OF EARTHWORK. THE COMPACTED FILL MATERIAL WILL CONSIST OF GRANULAR AND/OR COHESIVE MATERIALS WHICH ARE FREE OF SCALE 2 3
5. DAILY LANDFILUNG OPERATIONS WILL BE ONGOING ADJACENT TO THE PROPOSED CONSTRUCTION AREAS. THE CONTRACTOR DEBRIS, ROCKS GREATER THAN 2-INCHES IN DIAMETER, PLANT MATERIALS, FROZEN MATERIALS, FOREIGN OBJECTS, SHEEP NUMBER ON WHICH SHEET NUMBER ON WHICH
SHALL COORDINATE ALL WORK WITH THE LANDFILL MANAGER, SO AS NOT 70 INTERFERE WITH DAILY OPERATIONS. ORGANICS, OR OTHER DELETERIOUS MATERIALS. THE MAXIMUM CLOD SIZE SHALL BE 3-INCHES, THE COMPACTED SECTION IS CUT SECTION IS DRAWN
FILL MATERIAL WILL BE PLACED IN CONTROLLED LIFTS AND COMPACTED BY REASONABLE MEANS TO CREATE A
6. CONTRACTOR SHALL SUBMIT A SCHEDULE TO THE OWNER FOR REVIEW AND APPROVAL 72 STABLE SURFACE/FILL.
HOURS PRIOR TO CONDUCTING OPERATIONS THAT MAY AFFECT OPERATION OF LANDFILL ACCESS ROAD. DRAWING ON WHICH DETAIL IS INDICATEDo
7. EXCAVATION BY 'BLASTING,' UNDER ANY CIRCUMSTANCES IS NOT ALLOWED ON THIS PROJECT UNLESS APPROVED BY THE OWNER.
:
8. GROUNDWATER AT THE SITE WILL VARY DEPENDING UPON RAINFALL AND SUBSURFACE CONDITIONS. GEOTECHNICAL COMPACTED SOIL LINERDETAIL NUMBER
DETAIL NAME 3
ENGINEERING REPORTS AND GEOLOGICAL STUDIES CONTAINING SOIL AND GROUNDWATER CONDITIONS WILL BE AVAILABLE
TO THE CONTRACTOR FOR REVIEW AT THE LANDFILL OFFICE GROUNDWATER LEVELS SHOWN ON THE LOGS OF BORINGS COMPACTED SOIL LINER TO CONSIST OF LAW PERMEABILITY NATURAL OR AMENDED SOIL LINER MATERIAL THAT HAS 2 3
ARE ONLY AN INDICATION OF GROUNDWATER LEVELS AT THE TIME OF DRILLING THE BORINGS. IT IS ANTICIPATED THAT A CLASSIFICATION OF CL, ML, MH, CH, OR SC IN ACCORDANCE WITH ASTM D2487 AND AN IN -PLACE COMPACTED SHEET NUMBER WHERE SHEET NUMBER ON WHICH
PERCHED WATER ZONES MAY BE ENCOUNTERED IN CERTAIN AREAS OF OF THE EXCAVATION WORK. SATURATED HYDRAULIC CONDUCTIVITY EQUAL TO OR LESS THAN Ix10-6 CM/SEC. THE SOIL USED FOR LINER DETAIL IS TAKEN DETAIL IS DRAWN
CONSTRUCTION SHALL ALLOW GREATER THAN 30 PERCENT PASSAGE THROUGH A NO. 200 SIEVE AND RETAIN NO
9. THE CONTRACTOR WILL REMOVE ALL STORMWATER FROM WITHIN THE EXCAVATION AREA PRIOR TO COMMENCEMENT MORE THAN 5 PERCENT ON A NO. 4 SIEVE IN ACCORDANCE WITH ASTM D424. THE SOIL SHALL BE SUBSTANTIALLY
OF CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PROVIDE FOR THE REMOVAL OF ALL STORMWATER AND FREE OF STONES OR OTHER PARTICLES GREATER THAN 0.5 INCHES IN DIMENSION AND HAVE A LIQUID LIMIT EQUAL DRAWING ON WHICH DETAIL APP AR
GROUNDWATER ENCOUNTERED DURING THE CONSTRUCTION PERIOD AT NO ADDITIONAL EXPENSE TO THE OWNER. TO OR GREATER THAN 25 AND A PLASTICITY INDEX GREATER THAN 10 BUT LESS THAN 30.
10. THE BOTTOM OF EXCAVATION SHALL BE PREPARED IN ACCORDANCE WITH THE CONSTRUCTION QUALITY ASSURANCE COMPACTED SOIL LINER LIFTS TO BE PLACED IN UNIFORM LIFTS THAT DO NOT EXCEED 6 INCHES IN THICKNESS DETAIL NUMBER
PLAN FOR COMPOSITE LINER INSTALLATION. AFTER COMPACTION AND ARE COMPACTED TO AT LEAST A 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETAIL 3
DETERMINED BY THE STANDARD PROCTOR (ASTM D898). THE MOISTURE CONTENT DURING COMPACTION SHALL
11. TEMPORARY CONSTRUCTION SLOPES SHALL NOT BE STEEPER THAN 2HAV UNLESS OTHERWISE DIRECTED BY THE OWNER. RANGE FROM +1 PERCENT TO +4 PERCENT OF THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTMD-698, SCALE p 3
STANDARD PROCTOR. TIE SOIL LINER TO BE COMPACTED WITH A SHEEP'S FOOT COMPACTOR WITH A PEG LENGTH
12. TIE-IN LOCATIONS DETERMINED FROM PREVIOUS LINER CERTIFICATION REPORTS. THE ACTUAL LOCATIONS OF THE SECTION THAT WILL FULLY PENETRATE THE LOW PERMEABILITY SOIL LIFTS. IN -PLACE DENSITY AND MOISTURE CONTENT SHEET NUMBER ON WHICH SHEET NUMBER ON WHICH
TIE-INS SHALL BE ESTABLISHED IN THE FIELD AND VERIFIED BY THE OWNER IF AVAILABLE TESTS TO BE CONDUCTED UTILIZING NUCLEAR DENSITY GAUGE METHOD OR DRIVE CYLINDER METHOD AT A MINIMUM DETAIL IS TAKEN DETAIL IS DRAWN
FREQUENCY OF ONE TEST PER 10,000 SQUARE FEET PER LIFT OF SOIL AS NOTED IN SECTION 2.12. COMPACTED
13. FINISHED GROUND ELEVATIONS SHALL MATCH EXISTING GROUND ELEVATIONS EXCEPT AS SHOWN ON THE PLANS. ALL SOIL LINER OF THE COA PLAN.
EXCESS SOIL FROM EXCAVATION AND GRADING SHALL BE PLACED IN STOCKPILE AREAS OR OFF -SITE AREAS AS DESIGNATED PC
BY OWNER. TRANSPORT OF SOIL TO STOCKPILE AREAS SHALL BE CONDUCTED BY THE CONTRACTOR AT NO ADDITIONAL
EXPENSE TO THE OWNER. IF WASTE IS ENCOUNTERED IN EXCAVATION, THE OWNER SHALL BE N011FIED AND THE CONTRACTOR N 15195.00
WILL PLACE WASTE IN ROLL -OFF CONTAINERS PROVIDED BY THE OWNER OR TRANSPORT THE WASTE TO THE LANDFILL PROTECTIVE COVER' E 1268500
WORKING FACE, AS DIRECTED BY THE OWNER. R . CURVE WITH HORIZONTAL CONTROL:
14, GEOTECHNICAL INVESTIGATION REPORTS FOR THE SITE ARE AVAILABLE FOR REVIEW AT THE LANDFILL OFFICE THE CONTRACTOR AS NOTED IN SECTION 7.2.1. OF THE OQA PLAN, PROTECTIVE COVER MATERIAL SHALL HAVE A CLASSIFICATION OF PI CURVE RADIUS CALLOUT
MAY PERFORM ADDITIONAL GEOTECHNICAL INVESTIGATIONS. THERE SHALL NOT BE ADDITIONAL PAYMENT 70 THE CONTRACTOR SW, SP, SM. OR SC IN ACCORDANCE WITH ASTM D2487. THE LINER SYSTEM SHALL CONSIST OF A 24-INCH N 15195.00
FOR ADDITIONAL GEOTECHNICAL INVESTIGATIONS. LAYER SOIL MATERIAL AND A COMPACTED SATURATED HYDRAULIC CONDUCITVITY EQUAL TO OR GREATER THAN E 12685.00
7��T15. CONTRACTOR SHALL REMOVE ALL VEGETATION WITHIN THE CONSTRUCTION LIMITS AS REQUIRED TO CONSTRUCT THIS PROJECT. LEIX10IOS. A/NDE . THE
KS LAR SOIL
USED
WFOIR TH-INCH N PROTEIVE CETOVE SHALL BE SUBSTANTIALLY FREE OF TOPSOIL,PT • BEGINNING OR ENDING CURVE NODE
ALL VEGETATION MAY BE DISPOSED ONSITE AS DIRECTED BY THE OWNER.
16. THE CONTRACTOR SHALL CONSTRUCT DIVERSION DITCHES. STRAW BADS OR DIKES AS NECESSARY TO PROTECT THE NEW THE PROTECTIVE COVER IS TO BE PLACED BY LIGHT, WIDE TRACKED EQUIPMENT. ONLY NOMINAL COMPACTION WILL N 14995.00
EXCAVATED SECTION FROM SURFACE WATER INTRUSION. ALL TEMPORARY AND PERMANENT DRAINAGE FEATURES SFWl BE NEED TO BE APPLIED. E 12885.00
CONSTRUCTED IN ACCORDANCE WITH EPA NPDES (OR STATE) REQUIREMENTS.
17. THE CONTRACTOR SHALL INSTALL AND UPON COMPLETION OF PROJECT REMOVE OR LEAVE IN -PLACE AT DIRECTION OF OWNER
TEMPORARY EROSION AND SEDIMENT CONTROLS AS SHOWN ON PLANS. SUCH CONTROLS SHALL BE PLACED AT LIMITS OF
DISTURBED AREAS, AT TOP OF DITCH BANKS, AND AT INTERMEDIATE LOCATIONS WHERE CONCENTRATED FLOW IS LIKELY.
18. THE CONTRACTOR SHALL CONSTRUCT AND UPON COMPLETION OF PROJECT REMOVE TEMPORARY CONSTRUCTION ACCESS ROADS, VERTICAL CONTROL DESIGNATION
SUCH ROADS SHALL BE LOCATED AS APPROVED BY THE OWNER. DRAINAGE PATTERNS SHALL NOT BE BLOCKED BY ROAD
CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION AND MAINTENANCE OF TEMPORARY DRAINAGE t��Illrlr►�CL BERM PVI
STRUCTURES INCLUDING CULVERTS AS NEEDED TO FACILITATE NATURAL DRAINAGE AT NO ADDITIONAL COST TO THE OWNER. \\\ n ` %////, STA 18+50.25
``�� �ZH b f1 RP�� ".,�� N 14995.00
STANDARD ABBREVIATION S �`�� 'F�SSIp a A E 12885.00
' '� ELEV = 650.00
CCL COMPACTED CLAY LINER -L :•Q� 9l
CL CENTERLINE S� _ 8 % GRADE
DIA DIAMETER
DWG DRAWING
051678 TION_
FL FLOWELEV LINE/ 31 - SLOPE DESIGNATION (HORIZONTAL VERTICAL)
FML FLEXIBLE MEMBRANE LINER v'�,� 3
FT FEET �i D�GII��, `�� ��` 1 �=fr SLOPE DESIGNATION
GIND GROUND •......�•
GCL GEOSYNTHETIC CLAY LINER
GP GAS PROBE / ►111N v' `y\ N 14995.00 COORDINATE
HDPE HIGH DENSITY POLYETHYLENE E 12885.00
HORIZ HORIZONTAL �'
ID INSIDE DIAMETER
IN NCHES y
LCS ILEACHATE COLLECTION SYSTEM 05/14/2024 -
WATER SURFACE (PROFILE)
LF LINEAR FEET
MAX
x 430 ELEVATION, FEET
MIN MMIINIIMUM
MW MONITOR WELL
MSL MEAN SEA LEVEL
PI POINT OF INTERSECTION
PVI POINT OF VERTICAL INTERSECTION
PZ PIEZOMETER ❑ DRAFT PREPARED FDR
R RADIUS FOR BIDDING PURPOSES ONLY CHAMBERS DEVELOPMENT OF OA/QC QUALITY ASSURANCE AND QUALITY CONTROL ❑X ISSUED FOR CONSTRUCTION NORTH CAROLINA, INC. PHASE 4 CELLS 3A AND 3B
TEMP TEMPORARY 1'YP TYPICAL DAIS DsJzoss DRAWTI BY: SRF REVISIONSREVISIONSGENERAL NOTES AND SYMBOLS
VERT VERTICAL FILE 0501-369-11 DESIGN BY: JBP N0. DATE DESCRIPTION
USBR UNITED STATES BUREAU OF RECLAMATION
W/ WITH CAD: 2-T7FRAL NOTES AND SriEi0t5DAD RENEWED BP. NO
ANSON COUNTY LANDFILL
ANSON COUNTY, NORTH CAROLINA
Weaver Consultants Group
cW"DOW 0 =21 Wva DONS xTANTS GROLF, L . AU_ ROM RESIONED• � NCBEES LICENSE P-2314 WWW.WCGRP.COM I DRAWING 2

WATER SOURCE LOCATION
jiC._
REFER TO DRAWINGS 4 AND 5 FOR
�- - - ��+.�• � ' ��� SUBGRADE PLAN -EAST AND TOP OF 1
CO _ PROTECTIVE COVER PLAN - EAST - 0 300 6Do
_ . i—� ^•.i-.:f--,�-t �. _ _ c`�y ' f f I ` ^.JL�u.7
�&I -- SCALE IN FEET
♦ 9 4S \(7d I i3 `Sj•1y 54 �•1`L.- 1 _ _LEGEN
1/ 1 1. y7r sy.;�c:27 APPROXIMATE PROPERTY LINE
r 1 CELL 3A% 2
_` J LIMITS OF WASTE
40/
l i i
1 / -< ry �` " ; _ F • s_ _ - - / PHASE BOUNDARY
300-FT. BUFFER �� e�?� ; 1
f �� s CELL BOUNDARY
SWALE � sw % - 3`APPROXIMATE 300-FT. BUFFER
Lai] 30
` ai A �.i�e.�,,�„�,,,,,,, ,•;,r ,, �t` ------- 3 13 j, ��'� �� i 1 APPROXIMATE 100-YEAR FLOODPLAIN
♦ r = ♦ i 4> I3,
EXISTING PHASE 3 `{`° 1„ "- 7 '' !,* f 1 230 --...
STATE
EXISTING CONTOUR
P1 Eo 1 �J :.`.�.0
-fin Id PLANE GRID
t� rr ti' 1 1 - ` r 292 SUBGRADE CONTOUR
l,11r
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. n y : EQUIPMENT AND, ,1 , ti wtiii,l S ` ♦ ►�
r w s REFER TO DRAWING 11 FOR �. it s EXISTING ISOLATION VALVE
y 1 �; PROTECTIVE COVER SUBGRADE PLAN -WEST AND TOP OF r, rrJ
_ ACCESS ROAD PLAN
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-sS r t �✓"`'� �.``, `--1.�S,y1\. ��i ; 'r y,. ,•_•� 1'-' � 1 tvr-:is;;`•��i�'c;,, � i... ze ,'�•` ''�-",'" :.� �, r ,C �i;{r %'� i S, '�,^„-�,r^'_'��., �1 ' ���i z�- >„-'� •,. II 1. EXISTING C04'.TOURS AND ELEVATIONS PROVIDED BY
r FIRMATEK, LLC. COMPILED FROM AERIAL
�. ,?� -��;`, ;x" v/�--�5� ,�.:';` , 4 s - .r-�,..,•�� ��%t ! i � �.-<, 'i PHOTOGRAPHY
--^-=..� -1. �'-��1�•sr`- . \� ;'�Z. �f�� ���. � � ��� �� - r- r - . r a+" � = ,.0 �f � �i ,. '�: 's��`; `� t,♦. "c v'-�--� FLOWN 02-10-2024. BOYLIN ROAD r w✓::
� _ - _ - ..•s �.=,,_, _ -+'--�'��-i r. ���--,, % I r �'C"`:.,� ta'"' �� -fL�?' 1, r i '',[ i>"%�' � - `> \ , 'y�. -ti ��-. �� ' .3 1-U %" j � r t _j _ `•r � 1 2, APPROXIMATE PROPERTY LINE, 300-FT. BUFFER, AND
f PHASE/CELL BOUNDARIES WERE DIGITIZED FROM THE
`.— ��;�.�". _ -�\` :Sr- --.'c`-,��••- "`2. L.. r 1 I'�� _� 6' Ee-B , fl ,;7J {' 'r; / t s l 1 �, # ,i by{ ;'r" f� y✓ �- - `\l , f �'' 4 ,a n tZw, .`4\ ;
=:_ i OVERALL SITE PLAN (DRAWING C100) AND GROUNDWATER
; ��Y / ; WELL AND PIEZOMETER LOCATIONS WERE DIGITIZED FROM
~� i' �'- oy ` r; '. " .m�ri� '� •'," t„/� \., `': i 4(v t �ij;�r�'t'eA� THE TOP OF SUBGRADE PLAN (DRAWING C300) FROM THE
PHASE 5 PERMIT APPLICATION BY CIVIL & ENVIRONMENTAL
ra 3 �� �? /,1 f f I r-5' f \��� - CONSULTANTS, INC. DATED OCTOBER 20 8.
800J Z y f _' r 1'�P .. CONSUL 1
--- _--_- - •.�. � .;,, �"-"' "-, 't. ), yr_ y�1 ,..�i' ��s.�
t r,,♦♦\ /� ` nIJJ�J// �` sr �s (i .y NJi ,� 5ti> ;: °f`f- r,r, �x .� ;� E _ /_� 3. MONITORING WELLS AND PIEZOMETERS TO BE ABANDONED
.. ,�''- '•� L i t. `� Ark. �i, ti 5; t 1-'y`t i1 S. a /(,
`���•••,••'s•• 4j� S[TE ENTRANCE` ,� . ,� .., , �• `.- 1 t I1 BY OTHERS AND IS NOT A PART OF THIS SCOPE OF WORK
Z s
��_, `�� Q�,. ,•�/lj /�� i _ ��, f js. �t'+! ri, a� {-r -��� 4rlr• ;F �? ; f.J 4'�� �'}� j1 f� MONITORING WELLS AND PIEZOMETERS WERE DIGITIZED FR01
,l►� �ESS�Q ••.� LEACHATEtSTORAGE AREA I 7� FIGURE 3, DETAILED SITE MAP, DATED JULY 2017 AND
^r6r:t=%I 1V'' �' �� DEVELOPED BY CEC, INCLUDED IN APPENDIX E OF THE
zz�`'\ MAINTENANCE BUILDING..
_ LANDFILL GAS TREATMENT AREA 1,--,,�N PERMIT APPLICATION ANSON COUNTY LANDFILL PHASE 5,
J - ��. LI \ 7 1 y' Lt.'t// }.1� r•� r /� 1" �r Ye'rtra' £ DATED 12-21-2018.
i i O; \ `: L '\. i �� r.� _r' tiZ �`�'1 r1)jC'i�!, sue` I i , - v
} 4. GCCS COMPONENTS ARE APPROXIMATE.
• . .. �,_ 1; i --✓ 1 s \ , / is 3 f , 1 I ` ✓'y" �'
yiJ1�/S� y.. O `[-\s^',� `" �Y - ,r 1 j S•`._..`l q J j `"',,. �.tl�l �/ ( J ! {.J.`�-=�� ) .^
1J�i �� ,;;it (z�; 5. CONTRACTOR TO EXCAVATE IN A MANOR TO PREVENT
`;, a ; i, ; t , r , . i 1 : "/ f `/j ?; I , _ a ? a,r �% c•5�� =i EROSION/SEDIMENTATION FROM LEAVING THE SITE.
��i��v�jfj•'FNGfN> �c���r`�� ❑ DRAFT PREPARED FOR
��/� N v • Q `��� ❑ FOR BIDDING PURPOSES ONLY CHAMBERS DEVELOPMENT OF PHASE 4 CELLS 3A AND 39
j f!1 ❑% ISSUED FOR CONSTRUCTION NORTH CAROLINA, INC. SITE PLAN
DAM 05/2024 DRAxm en RM REVISIONS
FILE: 0601-369-11 DESIGN BY: JBP NO. DOTE �SCRPf10N
` ' w P`R�L"ED "0 ANSON COUNTY LANDFILL
05/14/2024 ANSON COUNTY, NORTH CAROLINA
Weaver Consultants Group
COMMIT 0 2=4 WEAVER oaMUMT1S GRDGP. LU1 ALL ROM RESERVED. � NCBEES LICENSE P-2314 IWWW.WCGRP.COM DRAWING 3

cif
CHANNEL CL
r� N 461870.29
E 1651920.42
ELEV. 285.20
CHANNEL" CL
�J'-- N 4-61827.74
- ELEV. 290.00
`fit �\�� \`• ��_�f V±� n ;��1 � �
OF POND%r-i%ff/ t
CHANNEL CL `
N 461850.77
- E 1652057.70
- ELEV. 278.00
\ N 461840.40
I 'tt E 1652086.78
1 ELEV. 274.00
_'
f _ _--CHANNEL CL
-E 1651496.27
- ELEV. 300.00Ile
ro / EXISTING 2-48"
CMP CULVERTS
CELL 3A
J -
v
I.J
-
-EXISTING PHASE 3 ­- "
NOTES:
1. EXISTING CONTOURS AND ELEVATIONS PROVIDED BY
FIRMATEK, LLC. COMPILED FROM AERIAL
PHOTOGRAPHY FLOWN 02-10-2024.
2. 300-FT. BUFFER AND PHASE/CELL BOUNDARIES WERE
DIGITIZED FROM THE OVERALL SITE PLAN (DRAWING C100)
FROM THE PHASE 5 PERMIT APPLICATION BY CIVIL &
ENVIRONMENTAL CONSULTANTS, INC. DATED OCTOBER
2018.
..
i
BOTTOM OF POND_.
N 461840.11-
E 1652094.04
ELEV 274.00 BOTTOM OF POND ''
` N 461819.17 j
E 1652132.92
ELEV. 274.00 y I
BOTTOM OF POND
N 461784.84
Xl ` E 1652166.29
ELEV. 274.00
'BOTTOM OF POND
N 461778.61
\, \ E 1652168.34 \
~ \ \ �• 1 ` \�ELEV.,274.00
CHANNEL CL -
,T ,t.V.,,, N 461750.33
E 1652191.03
ELEV. 278.00
`-
/� CHANNEL CL
N 461606.85
tom\ E 16523B0.71
ELEV. 276.00
T
APPROXIMATE LOCATION` �\��� `� �:;,�. CHANNEL CL
OF EXISTING FORCEMAIN t� �� N 461548.69
�7'O
-'-tom-(SEE NOTE 4)- E 1652462.55
- ELEV. 274.50
` 2
-
_A
``,�`\1>
l�ru
willlCARpZ
---
- SEAL
'051678
0 50 100
SCALE IN FEET
I FGFND
- - - - - -
LIMITS OF WASTE
-
CELL BOUNDARY
- - - - - -
APPROXIMATE 300-FT. BUFFER
-------
APPROXIMATE 100-YEAR FLOODPLAIN
260- -
EXISTING CONTOUR
N 462 OO
STATE PLANE GRID
280
SUBGRADE CONTOUR
----286-----
AS -BUILT TOP OF CLAY
LINER CONTOUR (SEE NOTE 3)
- - - -e -
LEACHATE LINE
ZD=.zZ/Z 7=-
TIE-IN ZONE
EXISTING RIP RAP APRON
- - -
PROPOSED FORCEMAIN
--O
LEACHATE CLEANOUT
-O
SUMP RISER
PHASE 3 CELL 2 AS -BUILT TIE-IN INFORMATION •
POINT NO.
NORTHING
FASTING
TO P O F C LAY
ELEVATION
(FT- MSL)
2359
461257.59
1651515.701
308.28
2363
461286.70
1651556.47
306.29
1864
461317.37
1651597.17
304.64
1958
461345.98
1651638.31
302.25
1962
461375.04
1651678.38
29935
1871
461403.84
1651720.19
298.05
1876
461432.42
1651760.95
296.23
1881
461454.18
1651805.65
294.91
1886
461466,77
1651957.33
293.80
1892
461486.11
1651903.69
290.50
1896
461499.08
1651954.09
288.01
1901
461506.58
1652007.81
287.64
1906
461518.38
1652058.61
284.50
1911
461536.67
1652105.811
280.18
1915
461549.39
1652156.20
279.34
1919
461560.21
1652199.96
279.27
1923
461574.22
1652257.71
279.55
1927
461592.99
1652326.50
279.53
1932
461594.16 1
1652343.55
279.42
• SEE NOTE 3
05/14/2024
3. PHASE 3 AS -BUILT TOP OF CLAY LINER CONTOURS ❑ DRAFT PREPARED FOR
OBTAINED FROM TOP OF CLAY -TOP OF COVER ❑ FOR BIDDING PURPOSES ONLY CHAMBERS DEVELOPMENT OF
VERIFICATION WEST END AND EAST END DRAWINGS BY ❑% ISSUED FOR CONSTRUCTION NORTH CAROLINA, INC.
LAWRENCE ASSOCIATES DATED SEPTEMBER 4, 2020
AND SEPTEMBER 8, 2020, RESPECTIVELY. DAB 06/2024 DRAWN En: sRF RvsDNs
FIX: 0601-36B-11 DESIGN BY: MP 140. DAIE DESCPoPTION
4. CONTRACTOR TO FIELD IDENTIFY LOCATION OF EXISTING CAD: 4-SUBGRAOE " EwacDBD REVIEWED er. JVC
FORCEMAIN TIE-IN.
Weaver Consultants Group
NCBEES LICENSE P-2314
PHASE 4 CELLS 3A AND 3B
SUBGRADE PLAN - EAST
ANSON COUNTY LANDFILL
ANSON COUNTY, NORTH CAROLINA
COMIGNF O 2=4 WKWER CO16tlTANIS GROUP, U.C. All ROM REST.
WWW.WCGRP.COM I DRAWING 4

CHANNEL.461291.36
CL
E 650857.29
%�
ELEV. 306.00 -
N 461150.56 /
1� E 1650510.34
't ELEV. 307.39
N 480902.45 l%
t I • r' �� - E 1650938.16
ELEV. 310.24
FUTURE
PHASE 4;;'� CHAN
N 46
il' E 16'
j
� tom•- ;�: ;�-
ooPnewR a 2= � CONSUIU M NUW. u& AL oleos REMM
BOTTOM OF POND
�1,�
f/
a N 461451.80
'E i
1 3
1651171.26
1 0
ELEV. 286.00
1
f
1 w
1 I
LLJ
BOTTOM OF
POND'
N 461432.11
E 1651138.41
ELEV. 286.00
CELL 3B
'xioll III [Hou,i
N��\```A A Cr AR4 ���!'/
?Q�oF Esslo;�9t/4 z%
' SEAL
. 051678
05/14/2024
DRAFT
FOR BIDDING PURPOSES ONLY
ISSUED FOR CONSTRUCTION
DATE: 05/2024 DRAWN By: SRF
FlUE: 0601-350-11 pEMGN By; JBp
CAD: 4A-SUBGRADE PUN WEST.MG REVIEWED W. JVO
Weaver Consultants Group
NCBEES LICENSE P-2314
0 50 100
SCALE IN FEET
LEGEN!?
- - - - -
LIMITS OF WASTE
PHASE BOUNDARY
-
CELL BOUNDARY
- - - - - -
APPROXIMATE 300-FT. BUFFER
- - - - - - -
APPROXIMATE 100-YEAR FLOODPLAIN
280
EXISTING CONTOUR
N 461500
STATE PLANE GRID
290
SUBGRADE CONTOUR
----312-----
AS -BUILT TOP OF CLAY
LINER CONTOUR (SEE NOTE 3)
+F -
LEACHATE LINE
ZaS -Z=/ 7=,
TIE-IN ZONE
EXISTING RIP RAP APRON
- - - -
PROPOSED FORCEMAIN
LEACHATE CLEANOUT
-0
SUMP RISER
NOTES:
1. EXISTING CONTOURS AND ELEVATIONS PROVIDED BY
FIRMATEK, LLC. COMPILED FROM AERIAL
PHOTOGRAPHY FLOWN 02-10-2024.
2. 300-FT. BUFFER AND PHASE/CELL BOUNDARIES WERE
DIGITIZED FROM THE OVERALL SITE PLAN (DRAWING C100)
FROM THE PHASE 5 PERMIT APPLICATION BY CIVIL &
ENVIRONMENTAL CONSULTANTS, INC. DATED OCTOBER
2018.
3. PHASE 3 AS -BUILT TOP OF CLAY LINER CONTOURS
OBTAINED FROM TOP OF CLAY -TOP OF COVER
VERIFICATION WEST END AND EAST END DRAWINGS BY
LAWRENCE ASSOCIATES DATED SEPTEMBER 4, 2020
AND SEPTEMBER 8, 2020, RESPECTIVELY.
PHASE 3 CELL 2 AS-BU I LT TI E-I N INFORMATION*
TOP OF CLAY
POINT NO. NORTHING EASTING ELEVATION
(FT-MSL)
2332
461060.67
1651226.17
317.27
2335
461086.47
1651268.58
317.44
2339
461114.83
1651310.22
316.77
2343
461141.65
11651351.88
315.80
2347
461169.53
1651392.90
314.20
2351
461198.54 11651433.89
312.29
2355
461227.70
1651475.01
310.39
* SEE NOTE 3
PREPARED FOR
CHAMBERS DEVELOPMENT OF
NORTH CAROLINA, INC.
REVISIONS
1. M7E DESCRIPTION
PHASE 4 CELLS 3A AND 3B
SUBGRADE PLAN - WEST
ANSON COUNTY LANDFILL
ANSON COUNTY, NORTH CAROLINA
WWW.WCGRP.COM DRAWING 4A

K "
NOTES:
1. EXISTING CONTOURS AND ELEVATIONS PROVIDED BY
FIRMATEK, LLC. COMPILED FROM AERIAL
PHOTOGRAPHY FLOWN 02-10-2024.
2. 300-FT. BUFFER AND PHASE/CELL BOUNDARIES WERE
DIGITIZED FROM THE OVERALL SITE PLAN (DRAWING C100)
FROM THE PHASE 5 PERMIT APPLICATION BY CIVIL &
ENVIRONMENTAL CONSULTANTS, INC. DATED OCTOBER
2018.
COPMIOWD'e=4 WEAVER OONSLUANIS GROUP. U.C. Au RIDNIS RESERVED.
3. PHASE 3 AS -BUILT TOP OF CLAY LINER CONTOURS
OBTAINED FROM TOP OF CLAY -TOP OF COVER
VERIFICATION WEST END AND EAST END DRAWINGS BY
LAWRENCE ASSOCIATES DATED SEPTEMBER 4, 2020
AND SEPTEMBER S. 2020. RESPECTIVELY.
❑ DRAFT
❑ FOR BIDDING PURPOSES ONLY
❑X ISSUED FOR CONSTRUCTION
DATE: 05/2024 GRAWN a1: RAA
FILE 0501-7BB-11 DESGN BY: PKE
CAD: 48-CIJ1/FILL PUN FA MWG REVIEWED B1: JVO
�Weaver Consultants Group
j NCBEES LICENSE P-2314
0 50 100
SCALE IN FEET
I EGENF1
- — — -
LIMITS OF WASTE
-
CELL BOUNDARY
- — — — — -
APPROXIMATE 300-FT. BUFFER
— - — - — - —
APPROXIMATE 100-YEAR FLOODPLAIN
260
EXISTING CONTOUR
Nd 4b.2CGG_
STATE PLANE GRID
280
SUBGRADE CONTOUR
----286-----
AS -BUILT TOP OF CLAY
LINER CONTOUR (SEE NOTE 3)
- �- — — -� -
LEACHATE LINE
ZZ7=.zZ;'ZZ=
TIE-IN ZONE
EXISTING RIP RAP APRON
—O
LEACHATE CLEANOUT
—O
SUMP RISER
-2.0
CUT TO SUBGRADE
+0.5
FILL TO SUBGRADE
PREPARED FOR
CHAMBERS DEVELOPMENT OF
NORTH CAROLINA, INC.
RENSI0N5
DATE DESCRIPRON
��►*, ti t, t, ti n i� u� r,r�i
,•N`��o�� ES k CAo91!y�'�%
SEAL _
051678 —
;`'oyq !GIN
4-
05/14/2024
PHASE 4 CELLS 3A AND 3B
CUT/FILL PLAN — EAST
ANSON COUNTY LANDFILL
ANSON COUNTY, NORTH CAROLINA
WWW.WCGRP.COM I DRAWING 413

1 ' I� ! ,, �; * I1 � �l ;] i i i !�' r/•�%��� ��\� — 8 l�-A.3--�Z`,�.��q ':` —3.0 ��0. �,�t1 r,'/•/'y�
�� : `' /�r�f ,• I I ;I �1 ,s i ,_ ; ,1 e ,./' /,.; /,:' �_\ \ ' %ti ,1 r �, .��% !;• ��//.//'.. ; i f
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l'• >1T. ;��.--%' i (mil � U� /�: �=.t, 9 ;��/ %r •� /1•
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ti
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/�/ '
`' — -- •— �— — •ram— -,� — ;'�
'�1U r f, ,;: 41 ', �~ it
i\'}
' EXISTING PHASE, 3�.y��t�/
�t,s;,;kWI:1' /
`�� , '! 1 1 y \ .�.` S• n `,� 1 1 I i� } ` 5 ':
iyls
f'tI�I` )A/0)
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r , i!f!l/ ) r,'J,�� `_ �r ) /, I .1' 1 i a1`it i` 111\ '1'i I
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.` llf1_16jrlri/�/ t \ //�/sue r/ \ 1;1 I i �11i s \ s '`', \
'; `✓/� �;1 � I ; �j `i � t 'r
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v�\ `i't 1� .�S i 5 i t i
} ✓ �ti N �� L %l ` 1 [\\J I hJ '\�.1 ?\ L 1 i `. `• Cam\ ` �t` `1r
FQTUIRE
4 �,/ /-r. i�t 'si `' ;1 1•\t�:�', '•�
`? i �L PHASE`l}\� ��' :1 I
rt r• f IT '�' t i �r 1 '`� ` : ;�,,,, �.
11111 fit
r
SEAL
051678 —
v0,l;•• 01NE�
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05/14/2024
DRAFT
FOR BIDDING PURPOSES ONLY
�X ISSUED FOR CONSTRUCTION
DATE 05/2024 DRAWN BY: RM
FILE: 0601-368-11 DESIGN BY: PTO:
CAD: 4C-CLrr/FlLL PLAN WESLDWG REVIEWED TM JV0
Weaver Consultants Group
NCBEES LICENSE P-2314
0 50 100
SCALE IN FEET
LEGEN
- — — — -
LIMITS OF WASTE
PHASE BOUNDARY
-
CELL BOUNDARY
- — — — — -
APPROXIMATE 300-FT. BUFFER
— - — - — - —
APPROXIMATE 100-YEAR FLOODPLAIN
2C1---
EXISTING CONTOUR
46'59J
STATE PLANE GRID
290
SUBGRADE CONTOUR
----312-----
AS -BUILT TOP OF CLAY
LINER CONTOUR (SEE NOTE 3)
--4 — —
LEACHATE LINE
ZZ7=-zr/ZZ7=
TIE—IN ZONE
EXISTING RIP RAP APRON
-"
LEACHATE CLEANOUT
--°
SUMP RISER
-2.0
CUT TO SUBGRADE
+0.5
FILL TO SUBGRADE
NOTES:
1. EXISTING CONTOURS AND ELEVATIONS PROVIDED BY
FIRMATEK, LLC. COMPILED FROM AERIAL
PHOTOGRAPHY FLOWN 02-10-2024.
2, 300-FT, BUFFER AND PHASE/CELL BOUNDARIES WERE
DIGITIZED FROM THE OVERALL SITE PLAN (DRAWING C100)
FROM THE PHASE 5 PERMIT APPLICATION BY CIVIL &
ENVIRONMENTAL CONSULTANTS, INC. DATED OCTOBER
2018.
3. PHASE 3 AS -BUILT TOP OF CLAY LINER CONTOURS
OBTAINED FROM TOP OF CLAY -TOP OF COVER
VERIFICATION WEST END AND EAST END DRAWINGS BY
LAWRENCE ASSOCIATES DATED SEPTEMBER 4, 2020
AND SEPTEMBER S, 2020, RESPECTIVELY.
PREPARED FOR
CHAMBERS DEVELOPMENT OF
NORTH CAROLINA, INC.
..Ns
1. DATE DESCRIPTION
PHASE 4 CELLS 3A AND 3B
CUT/FILL PLAN — WEST
ANSON COUNTY LANDFILL
ANSON COUNTY, NORTH CAROLINA
COPYWIT 0 2024 WERM CONSULTANTS GROUP. U.C. ALL ROM RESEW D.
• = 11:7_74T1TInrlZre

I-!
1
1
1
NOTES:
1. EXISTING CONTOURS AND ELEVATIONS PROVIDED BY
FIRMATEK, LLC. COMPILED FROM AERIAL
PHOTOGRAPHY FLOWN 02-10-2024.
2. 300-FT. BUFFER AND PHASE/CELL BOUNDARIES WERE
DIGITIZED FROM THE OVERALL SITE PLAN (DRAWING C100)
FROM THE PHASE 5 PERMIT APPLICATION BY CIVIL &
ENVIRONMENTAL CONSULTANTS, INC. DATED OCTOBER
2018.
L2 < �'
'H
NG 2-48" CMP CULVERTS
3. PHASE 3 AS -BUILT TOP OF CLAY LINER CONTOURS
OBTAINED FROM TOP OF CLAY -TOP OF COVER
VERIFICATION WEST END AND EAST END DRAWINGS BY
LAWRENCE ASSOCIATES DATED SEPTEMBER 4, 2020
AND SEPTEMBER 8, 2020, RESPECTIVELY.
4. CONTRACTOR TO FIELD IDENTIFY LOCATION OF EXISTING
FORCEMAIN TIE-IN.
ON OF
VALVE
DRAFT
FOR BIDDING PURPOSES ONLY
❑% ISSUED FOR OONSTRUCTION
CAM 05/2024 1 DRAWN BY: SRF
FILE: 0601-368-11 DESIGN M. JBP
CAD: 5-TOPC PUN EAST.DWG REYIEINED BY: JVO
Weaver Consultants Group
NCBEES LICENSE P-2314
0 50 100
SCALE IN FEET
LIMITS OF WASTE
CELL BOUNDARY
- — — — — -
1
1
1
NOTES:
1. EXISTING CONTOURS AND ELEVATIONS PROVIDED BY
FIRMATEK, LLC. COMPILED FROM AERIAL
PHOTOGRAPHY FLOWN 02-10-2024.
2. 300-FT. BUFFER AND PHASE/CELL BOUNDARIES WERE
DIGITIZED FROM THE OVERALL SITE PLAN (DRAWING C100)
FROM THE PHASE 5 PERMIT APPLICATION BY CIVIL &
ENVIRONMENTAL CONSULTANTS, INC. DATED OCTOBER
2018.
L2 < �'
'H
NG 2-48" CMP CULVERTS
3. PHASE 3 AS -BUILT TOP OF CLAY LINER CONTOURS
OBTAINED FROM TOP OF CLAY -TOP OF COVER
VERIFICATION WEST END AND EAST END DRAWINGS BY
LAWRENCE ASSOCIATES DATED SEPTEMBER 4, 2020
AND SEPTEMBER 8, 2020, RESPECTIVELY.
4. CONTRACTOR TO FIELD IDENTIFY LOCATION OF EXISTING
FORCEMAIN TIE-IN.
ON OF
VALVE
DRAFT
FOR BIDDING PURPOSES ONLY
❑% ISSUED FOR OONSTRUCTION
CAM 05/2024 1 DRAWN BY: SRF
FILE: 0601-368-11 DESIGN M. JBP
CAD: 5-TOPC PUN EAST.DWG REYIEINED BY: JVO
Weaver Consultants Group
NCBEES LICENSE P-2314
0 50 100
SCALE IN FEET
LIMITS OF WASTE
CELL BOUNDARY
- — — — — -
APPROXIMATE 300-FT. BUFFER
— - — - — - —
APPROXIMATE 100-YEAR FLOODPLAIN
"-^
EXISTING CONTOUR
N 4620C2, _
STATE PLANE GRID
271.5
TOP OF PROTECTIVE COVER CONTOUR
----286-----
AS —BUILT TOP OF CLAY
LINER CONTOUR (SEE NOTE 3)
LEACHATE LINE
ZDS�1T1ZZ7=
TIE—IN ZONE
EROSION CONTROL MATTING
ROCK CHECK DAM
EXISTING RIP RAP APRON
— —
PROPOSED FORCEMAIN
°
LEACHATE CLEANOUT
—'
SUMP RISER
:H C AR�
�Q�oF ass"ioy4<9 S.
SEAL _
051678
GINE
��i.:4�e a +,1•• Q ..',��
PREPARED FOR
CHAMBERS DEVELOPMENT OF
NORTH CAROLINA, INC.
REVISIDNS
DATE DESCRIPDON
rV
05/14/2024
PHASE 4 CELLS 3A AND 3131
TOP OF PROTECTIVE
COVER PLAN - EAST
ANSON COUNTY LANDFILL
ANSON COUNTY, NORTH CAROLINA
00PYRUfr O 2024 NEAYFR OONMAJMM GROUP. U.C. ALL ROM TEMED.
WWW.WCGRP.COM I n R A W I N C; 5