9201_RaleighLF_TransitionDrwgs_19940410

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PERSON �
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( 501
� FRA KLIN
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( 85 �
85
DURHAM
� ORANGE
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CHAPEL HILL RALEIGH �
70 401
CAR 40
WAKE
64 264
501 WILDERS GRO E
64 MSW LANDFIL
PITTSBORO � SEE ,V�CINI7'Y
1 JOHNSTON
15 GARNER 70
401
�� 40 SMITHFIELD 95
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LEE
HARNETT ; 701
10 5 0 5 10 20
SCALE IN MILES
LOCATION MAP
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APRIL 1994
„�
�o;: i I;�
Environmental Engineers &Scientists
RALEIGH, NORTH CAROLINA
1 0 1 2 3 4 5
SCALE IN MILES
VICINITY MAP
O
4
N
C-
LIST OF DRAWINGS
SHEET
DRAWING
NUMBER
NUMBER
DRAWING -TITLE----
COVER
LOCATION AND }�1CINITY wiNr ��
1
G1
LOCATION RESTRICTION
2
G2
LOCAL AREA STUDY MAP --- � -- -- -
3
G3
EXISTING SITE CONDITIONS (1 °=200')
4
G4
CLOSED LANDFILL DOCUMENTA710N
5
G5
TOP OF FINAL COVER GRADING PLAN
6
G6
EXPLOSIVE GAS MONITORING PLAN
7
G7
GENERAL DETAILS
8
G8
GENERAL DETAILS
9
G9
GEOMEMBRANE OPTION GENERAL DETAILS
10
G10
GEOMEMBRANE OPTION GENERAL DETAILS
11
EC1
SEDIMENTATION AND EROSION, -CONTROL DETAILS AND SECTIONS - — -- - -
12
EC2
SEDIMENTATION AND EROSION CONTROL DETAILS AND SECTIONS
13
EC3
SEDIMENTATION AND EROSION, CONTROL BASIN N0. 1 AND DE"TAILS
14
EC4 "�
SEDIMENTATION AND EROSION; CONTROL BASIN N0. 3 AND DETAILS
15
G11
BORROW SITE FINAL GRADING �� PLAN _ - _, __
16
G12
-, _ -__ ___
BORROW SITE PHASING PLAN
17
P1
PHASE N0. 1 FINAL COVER GRADING PLAN
18
P2
PHASE N0. 2 FINAL COVER GRADING PLAN
19
P3
PHASE N0. 3 FINAL COVER GRADING PLAN
20
P4
PHASE N0. 4 FINAL COVER GRADING PLAN
21
P5
PHASE N0. 5 FINAL COVER GRADING PLAN
22
P6
PHASE N0. 6 FINAL COVER GRADING PLAN
23
P7
PHASE N0. 7 FINAL COVER GRADING PLAN
24
P8
PHASE N0. 8 FINAL COVER GRADING PLAN
25
P9
PHASE N0. 9 FINAL COVER GRADING PLAN
26
P10
PHASE N0. 10 FINAL COVER GRADING PLAN
27
28
P11
P12
PHASE N0. 11 FINAL COVER GRADING PLAN /
PHASE N0. 12 FINAL COVER GRADING PLAN
�:
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�- _ �.
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i
•
NOTES:
1. 100 YEAR FLOODPLAIN ELEVATION FOR CRABTREE
CREEK IN VICINITY OF MSW LANDFILL IS 192FT,
SEE DRAWING G3.
2. FOR LOCAL AREA STUDY, SEE DRAWING G2.
3. THE NEUSE RIVER PROVIDES PUBLIC WATER FOR
CLAYTON, SMITHFIELD, AND SELMA, NEAREST
INTAKE LOCATED 23 MILES FROM DISPOSAL SITE.
4. VICINITY MAP BASED UPON USGS MAP OF RALEIGH
EAST QUADRANGLE 7.5 MINUTE SERIES.
5. 2000' RADIUS DRAWN FROM PERMITTED AREA
BOUNDARY.
6. FOR POTENTIAL POLLUTION SOURCES, SEE DRAWING G2.
�C.
QUADRANGLE LOCATION
SCALE 1:24000
o
1 MILE
1000 _ 0 - 1000 2000 3000 4000 5000 6000 7000 FEET
1 5 0 I KILOMETER
CONTOUR INTERVAL 10 FEET
DATUM IS MEAN SEA LEVEL
ROAD CLASSIFICATION
Primary highway,
hard surface
Light -duty road, hard or
improved surface ---
Secondary highway,
hard surface ­,
Unimproved road_====_____
Interstate Route
0 U. S. Route State Route
1 1 REGULATORY APPROVAL 4/94
NO. I ISSUED FOR DATE
DESIGNED SCC
DRAWN P WS
CHECKED �Ab
PROJ.ENGR. JAB
RSD 'A9
BY APPROVED
CARO�i
OF ESS
Q� r
ci NCINE�
oyN A
�N CARO��
� OF ESS/
Q�
63
eft INEF-�
S.
I - .
mw I 'r
E1 A \TD SA WE
Environmental • -- ; Scientist
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA
WILDERS GROVE MUNICIPAL SOLID TASTE LANDFILL
TRANSITION PLAN
LOCATION RESTRICTION! MAP
THE SCALE BAR I DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 A G1
SHEET 1 OF 28

SUMMARY OF AVAILABLE PROPERTY INFORMATION
WITHIN 2000 RADIUS OF WILDERS GROVE LANDFILL PROPERTY
NOTES:
iC77
l�
9
V"
KINGS BOROUGH
ESTATES TRAILER PARK
(ON CITY WATER)
i
MAP
REFERENCE
OWNER
NAME
CLASSIFICATION
1
JIM WALTER-MODEL HOMES
COMMERCIAL
2
TOWER CARPET OUTLET
COMMERCIAL
3
BRAKES, INC.
COMMERCIAL
4,
IMPORT AUTO BROKERS
COMMERCIAL
5
UNOCCUPIED CONDEMNED HOMES
UNKNOWN
6
CONCRETE SLAB (NO STRUCTURE)
UNKNOWN
7
PRECISION TUNE
COMMERCIAL
8
OLLIE'S -TAVERN
COMMERCIAL
MOTORCYCLE MADNESS
COMMERCIAL
FIBER LINK COMMUNICATION
COMMERCIAL
H & R BLOCK
COMMERCIAL
CROCHET POOLS
COMMERCIAL
CAR COSMOTOLOGY
COMMERCIAL
9
TOWER ANIMAL HOSPITAL
COMMERCIAL
10
DIXIE BEARINGS
COMMERCIAL
11
OFFICE BLDG
COMMERCIAL
12
ECCO
COMMERCIAL
ENVIVO COMFORT CO.
COMMERCIAL
BYTEMAX, INC.
COMMERCIAL
BATTS TRUCK & TRAILER PARTS
COMMERCIAL
AUTO WORKS
COMMERCIAL
13
SECURITY MAYFLOWER MOVING CO.
COMMERCIAL
THULMAN EASTERN
COMMERCIAL
14
EMPTY WAREHOUSE
UNKNOWN
15
D & M TIRE CO.
COMMERCIAL
STANLEY STEAMER
COMMERCIAL
L. FISHMAN & SON
COMMERCIAL
AUVOVA CASKET CO.
COMMERCIAL
MATKINS GLASS
COMMERCIAL
STEWART GREEN SIGN CO.
COMMERCIAL
IPC
COMMERCIAL
R.J. HUGHES CO.
COMMERCIAL
CAROLINA CHAIN AND CABLE
COMMERCIAL
SAFECO SAFETY SUPPLIES
COMMERCIAL
16
SAUNDERS - EAST
COMMERCIAL
WHIRLPOOL
COMMERCIAL
MOLINARI DISTRIBUTION
COMMERCIAL
PRECISION ALLOYS
COMMERCIAL
EXPRESS PARTS WAREHOUSE
COMMERCIAL
17
AMPLE STORAGE
COMMERCIAL
18
CS TRACTOR & TRAILER REPAIR
COMMERCIAL
19
WAREHOUSE
UNKNOWN
20
NATURAL POWER METHANE EXTRACTION SYSTEM
INDUSTRIAL
21
CARPET CONNECTION
COMMERCIAL
22
COLLEGE PARK RV'S
COMMERCIAL
23
CAMPGROUND
UNKNOWN
24
DENT FIXTURES
COMMERCIAL
CAROLINA MOON STORE
COMMERCIAL
25
PENTECOSTAL PILGRIMS AND STRANGERS CHURCH, INC.
26
BARNS (UNOCCUPIED)
UNKNOWN
27
ILLUMELEX CORPORATION
INDUSTRIAL
28
MATRIX CORPORATION
INDUSTRIAL
29
MONTGOMERY-GREEN
COMMERCIAL
30
MONTGOMERY-GREEN
COMMERCIAL
31
ALL PRO AUTO PARTS
COMMERCIAL
32
NATIONAL AIR FILTERS
COMMERCIAL
33
WOODPLAY
COMMERCIAL
34
CHRIS11NA MARBLE CO.
COMMERCIAL
35
INTERIOR DESIGN
COMMERCIAL
36
PMF COMPONENTS PROCESSING
COMMERCIAL
37
CITY OF RALEIGH YARDWASTE OFFICE TRAILER
UNKNOWN
38
CAPITOL MOBILE ESTATE
RESIDENTIAL
39
HEDINGHAM OAKS
COMMERCIAL
40
ARC EQUIPMENT SALES & SERVICE
COMMERCIAL
41
METRO PAINT & BODY
COMMERCIAL
42
DUNN'S WRECKER SERVICE
COMMERCIAL
43
WAREHOUSE
UNKNOWN
44
C & A EQUIPMENT SERVICE
COMMERCIAL
45
AMERICAN FAMILY HOMES
COMMERCIAL
46
SEXTON AUTO SALES
COMMERCIAL
47
HOMETOWN USA MOBILE HOME SALES
COMMERCIAL
48
ALAN'S AUTO REPAIR
COMMERCIAL
MOORE'S AUTO
COMMERCIAL
QUALITY PLUS
COMMERCIAL
CAPITAL AUTO REPAIR
COMMERCIAL
PHAN MOTORS
COMMERCIAL
49
MERITA BREAD
COMMERCIAL
50
BARBOUR'S BAKER
COMMERCIAL
51
K-MART SHOPPING CENTER
COMMERCIAL
52
POPE'S DRY CLEANING
COMMERCIAL
53
-WACHOVIA BANK - -----COMMERCIAL
54
BURGER KING
COMMERCIAL
55
CHECKER'S BURGERS
COMMERCIAL
56
PEARL VISION
COMMERCIAL
57
FIRESTONE TIRE CENTER
COMMERCIAL
58
BEACON LAKE SHOPPING CENTER
COMMERCIAL
SUMMARY OF POTENTIAL POLLUTION SOURCES
WITHIN 2000 RADIUS OF WILDERS GROVE LANDFILL PROPERTY
MAP
REFERENCE
OWNER
NAME
A
CIRCLE K
B
AMOCO
C
AGRO-CON
D
BATTERY TECHNOLOGIES
E
PIKE ELECTRIC
F
PONY EXPRESS
G
BFI RECYCLER
H
HARVELL'S TRUCKING
I
SPEEDWAY
J
UNOCCUPIED
K
ENGLISH CONSTRUCTION COMPANY
L
READILITE & BARRICADE, INC.
M
C.K. HASSINGER GRADING
N
BFI
0
AGIP
CLASSIFICATION
UNDERGROUND GASOLINE STORAGE TANKS
UNDERGROUND GASOLINE STORAGE TANKS
PESTICIDE STORAGE
LEAD
ABOVEGROUND GASOLINE STORAGE TANKS
UNDERGROUND GASOLINE STORAGE TANKS
ABOVEGROUND GASOLINE STORAGE TANKS
UNDERGROUND GASOLINE STORAGE TANKS
UNDERGROUND GASOLINE STORAGE TANKS
UNDERGROUND GASOLINE STORAGE TANKS
ABOVEGROUND GASOLINE STORAGE TANKS
ABOVEGROUND GASOLINE STORAGE TANKS
UNDERGROUND GASOLINE STORAGE TANKS
UNDERGROUND GASOLINE STORAGE TANKS
UNDERGROUND GASOLINE STORAGE TANKS
1, LOCAL AREA STUDY PLANIMETRIC INFORMATION FROM
AN AERIAL SURVEY BY WESTINGHOUSE LANDMARK GIS,
CARY, NC - MARCH 1991.
2. PROPERTY INFORMATION PROVIDED BY CITY OF
RALEIGH PERSONNEL.
PLAN
1 = 400'-0"
LEGEND
I
RESIDENCES WITH PRIVATE WATER SUPPLY WELL
POTENTIAL POLLUTION SOURCES
1 REOULATORY APPROVAL 4/94
NO. ISSUED FOR DATE
DESIGNED SAS
DRAWN P WS
CHECKED
PROJ.ENGR. JAB
BY
APPROVED
�N CARO
��� 6ESS1041
czS
�9 3
T S.
\11 jD SoIRER
Environmental Engineers & Scientists
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA
MUNICIPAL SOLID WASTE LANDFILL
LOCAL AREA STUDY. MAP
THE SCALE BAR ! DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 A C2
SHEET 2 OF 28

NOTES:
- - I--------------------------------------------m-------- . --
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DESIGNED BEK
DRAWN H & S
CHECKED 3sy�-
PROJ.ENGR. JQAB
1 REGULATORY APPROVAL 4 94-A8
NO. I ISSUED FOR DATE I BY APPROVED -
UMM90 SAMTR
environmental Engineers 4 Scientists
AALIIGH, NC CHARLOTTE, NC RICHMOND, VA
/ / 1 1
`_ - �_I
qTY OF RALFJ^i Ply; WOWS DEPARTMENT
RALS, NORT�-I C�4ROLNA
WNTAL, SOW WASTE VM,..KL
1. AERIAL SURVEY BY WESTINGHOUSE LANDMARK GIS,
CARY NC — MARCH 1991.
2. GROUND SURVEY BY CITY OF RALEIGH, MARCH 1994.
3. SEE DRAWING G6 FOR ACTIVE GAS RECOVERY
SYSTEN PIPING AND WELL LOCATIONS.
4. SEE G11 FOR SURFACE WATER MONITORING POINT
SW-6. " '
0
EXISTING
MONITORING
WELL NO.
NORTH
EAST
ELEVATION
MSL
TOP OF
NNERCASING
GROUND
SURFACE
MW-1
743588.032
2129946.160
256.55
254.98
MW-2
741113.942
2128758.560
186.49
184.39
MW-3
739482.801
2131258.300
210.96
206.88
MW-4
743481.010
2131199.880
285.83
284.66
MW-5 1
740737.847
2129643.830 1
210.31
206.29
.............. 220
WILDERS GROVE I-ANDFILL
EXISTING SITE CONDITIONS
LEGEND_
Q MW-4
PROPERTY LINE
EXISTING INDEX ELEVATION CONTOURS
EXISTING INTERMEDIATE ELEVATION
CONTOURS
PROPOSED FINAL INDEX ELEVATION
CONTOURS
PROPOSED FINAL INTERMEDIATE ELEVATION
CONTOURS
EXISTING GROUNDWATER
MONITORING WELL LOCATION
AND IDENTIFICATION NUMBER
PROPOSED GROUNDWATER
Q MW-6 MONITORING WELL LOCATION
AND IDENTIFICATION NUMBER
e SITE BENCH MARK LOCATION
EXISTING SURFACE WATER
e SW-1 MONITORING POINT AND
IDENTIFICATION NUMBER
PROPOSED SURFACE WATER
❑ SW-2 MONITORING POINT AND
IDENTIFICATION NUMBER
B-8 EXISTING GAS MONITORING WELL
AND IDENTIFYING NUMBER
WELL 50 EXISTING ACTIVE GAS RECOVERY WELL
AND IDENTIFYING NUMBER
EXISTING ACTIVE GAS RECOVERY
SYSTEM PIPING
PASSIVE GAS TRENCH VENT
(SEE DETAIL 6/G8)
� --W1 PROPOSED GAS MONITORING POINTS
AND IDENTIFYING NUMBER
THE SCALE BAR DATE APRIL 1995
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER J� 7 50
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 q n3
SHEET 3 0t= 28
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sNOTE
f\
745000 744500 744000 743500 743000
SITE PLAN
111=200'-0"
742500 742000 / 741500 741000
740500 _ _ j 740000
NOTES:
1. SOUTHEASTERN LANDFILL AREA OFFICIALLY CLOSED
AS DOCUMENTED IN A LETTER DATED , JUNE 29,1987
FROM THE CITY OF RALEIGH PUBLIC WORKS
DIRECTOR TO NC DEHNR. A COPY OF THE LETTER
IS INCLUDED IN SECTION 6 OF TRANSITION PLAN
NARRATIVE.
2. NORTHEASTERN AND SOUTHWESTERN AREAS
OFFICIALLY CLOSED BY THE NC DEHNR AS
DOCUMENTED IN A MEMORANDUM DATED DECEMBER
29, 1981, A COPY OF THE MEMORANDUM IS
INCLUDED IN SECTION 6 OF TRANSITION PLAN
NARRATIVE.
HAND
BY HAZEN
AUGER DATA
AND SAWYER (4/1 /94)
AUGER
HOLE
DEPTH
in
COMMENTS
FC-1
25
FC-2
33
FC-3 1
35
FC-4
N/A
RUBBLE IN SURROUNDING AREA
FC-5
24
FC-6
27
FC-7
30
FC-8
26
FC-9
1 30
FC-10
24 .
FC-11
30
FC-12
36+
FC-13
18
INSUFFICIENT COVER THICKNESS
FC-14
36
FC-15
30
FC-16
32
FC-17
27
FC-18
36+
FC-19
17
INSUFFICIENT COVER THICKNESS
FC-20
24
FC-21
6
INSUFFICIENT COVER THICKNESS
FC-22
36+
FC-23
33
FC-24
33
FC-25
27
FC-26
12
INSUFFICIENT COVER THICKNESS
FC-27
27
FC-28
33
FC-29
28
FC-30
1 9
1 INSUFFICIENT COVER THICKNESS
LEGEND
- - PROPERTY LINE
LIMIT OF WASTE
-------- LIMIT OF VERTICAL EXPANSION
AREAS OFFICIALLY CLOSED
AREAS REQUIRING CLOSURE
CERTIFICATION
AREAS WHERE INSUFFICIENT FINAL
COVER EXISTS
® FC25 HAND AUGER LOCATIONS AND
IDENTIFICATION NUMBER
BEK
DESIGNED H & S
DRAWN
CHECKED
PROJ.ENGR. ,JAB
��l/
N C A y N CARS
��� S 0 ��� F ESS/0 `/
'9 Quo ti
3 3REN
C.41Nc� ��� 8 Q� FN�IN��� �
0,y N �J� �` ��� 919�
N A • RT S. ��
ERALEIGH,
Environmental Engineers & Scientists
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
NORTH CAROLINA
CLOSED LANDFILL DOCUMENTATION
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE APRIL 1994
H & S JOB
NUMBER 3760
CONTRACT
NUMBER
1 A
DRAWING'
NUMBER
G4
WILDERS GROVE MUNICIPAL SOLID � !TASTE LANDFILL
TRANSITION PLAN
1
REGULATORY APPROVAL
4/94
SHEET 4 OF 28
N0.
ISSUED FOR
DATE
BY
APPROVED

•u x
L u
X 243.7
PARKIN
X
X 254.8
X 265.1
X
240.1
/
BASI 3 285.3
SEE RAWING EC4
PARKIN AREA
PARKING AREA
�M'�-• i
PARKING AREA X 255.7 ■
■
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N
24" POLYETHYLENE PIPE
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N
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X251.9
xO 247.1
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ii ii
X 255.7
X 254.6 X 255.2
2
:.
1.9
79.6 ■
RW
QQ
X 259.4 PARKING AREA X 258.4 ♦ ; : •' : • :•;•
........
CLOSED
LEGEND
• .. :::; ... :':':-::� ::
•`�..''�� .':::.'.:�.'.•.•...
LANDFILL
X 25,.2
FINAL CONTOURS
PARKING AREA
:
259.4 .
24
l
••• FLOOD PLAIN ELEV 192
25s.3
ALL THE ACC S R AD
ACTT
ACTIVE INTERMEDIATE BERM
SEE DETAIL 1
C /G$)
x x 260.a
X 259.2 ; ;
PEA ♦
:
(SEE ETAIL G7)
EXTERIOR TOE OF
X 258.7 X 257.4
:' .•
III still PERIMETER
ETER BERM
252.6
�
SEE DETAIL 1 G 7
....
.. O
LIMIT OF WASTE
o
....
..
43.1
1.
EXISTING
G CONTOURS
..
...........
RUN-ON DRAINAGE PATH
�-5.4
SWALE CENTERLINE
D F
AN LOW DIRECTION
••..•.•• .••
AREAS AT FINAL
COVER GRADE
X246.8
X 259.9
X247.2
2 .9
..
.. .. .'1..
"''' "
.:
..
. .
.'• :'-
..
••
..
XISTING SW
4 2 3.4
263.0
267.2
263.2
AREAS AT INTERMEDIATE
TERMEDI
COVER
0 ER GRADE DE
X 237.4
X
24 IA RR
CORRUGATED
P PIPE
OLYETHYLENE
f.'.'.
..
I
A... ..
..
.. .•:SE t�E-NT'•'M'•.•. .....
'I '
... .... ............ .. .... ......
.. ..
X 5.2
CHANNEL
SEE DETAIL 4 EC1
( / )
238
CHANN LE N0. 3
..
.....
...
TRASH FILTER
a
X 228.8 .
.
..
..
.. .
.•ram .. .. .. ......... .... ....
rz :.:,�:..:...: 4? ......... .
....... ..
S EE DETAIL 5 EC1
X22.7
i i i �r
..
.. .... ... .... .... . ..... ....
........ .. •-
SILT FENCE
SEEDETAIL3 EC1
•--
•
. .
..
x
ATINGC
NOTES: ■
..
'
.........
.. . .
TI G 0 D
1
X 247.2
DENOTES
RA N ES GRADING A TO
P OP OF FIN COVER AL CO E
SURFACE.R POST-91 A
FOR AREA TYPICAL
PICA FINAL
L N L
--=-
AA
- •
.
..
..
245
X .0
D IN T
0 L S TYP..
- • ::-
• • ..
.....
.. ... .... ..
COVER SECTION SEE DETAIL3 G7.
/
•.. .. ..
...
' .. j�
...
.. '•'• .
13
....
............
....
{
247.6
-----
■
PRE-91 AREASDISTURBED...•
2. E NOT TO B
FOR PR -91
E TYPICAL FINAL
ICA AL COVER
CO E SECTION
0
SEE DETAIL 4 G7
• ... ....:.:r , ....
.. .-
.. 'fir'
..,.._..-ram ...... .•.•:.....•.
•y.--�=• ... •.. •.•.•
._.
r'
i
3. FOR GAS......
MONITORINGLOCATIONS, SEE
.. ..
••
..... .mil .
......
:
.......
X 2
24,
X o
DRAWINGG6 ■
..
.
I
I I
.3
''/P'r'�'.��.
�Y':...
E NOT 2 I
I
I
.. .
'•2+18.
is........
...... ... .... .... . ......
.........................................................'....... .. .........
...... ...
:........ ...........: \` .'
..' .'
238.3
■
.....
- .0'
.. .. . .....
..................
.
I
{
X
x
=x 'zg¢�'
'. .
.:
.... ...... :�,`.
.......
I I
2 2. I
DEMO LITI TI
ON CO STRU ON
C
D AREA
■
PROPERTY..
LINE
.. .: . ....
.. } .. .... ....
.. ..
'
.. :....:.:.........:: :...: :.:.....
.... .. ...... ..... ....
:.:... :......
�. .
_
..
:'.�.' '•
I NTRO
EROSION L BE
SEE D /
I I
I
5 Q I
co o .o.
........i1
....
: o•' ------
CFS.'.
..g4;.
.'. .
.... • �.... Yam•..
2.
I {�4 s
I I
,:r
. .
46.t
X 230.8
.�
MFNT BASIN
■
......
........ .. .r• '.'
......
.. SIN NO .4
I
I
x 231.0
EXIST ING 7 X6 RCBC
..... ...
...
O NEW HOPE R.
E 0 E D
X 231.2
„
7'•
.
OUT RREL
ref
'.
1 Q
0
/
CHANNEL NO.
.
ASTI
3. A
M
....
\�
X
..
�.
...
... ....
.. ........................... .... .....
..
.. .. '.ice_. "
Z
3
Q
g
X229.4
•
�'
...
....... .......
......
,'� . .. ...........
222.3
O
to
I
I
\�
`
:.'.'.'::.' ' .'..' '.'. :'.'.'.'.':::.'.'.:.' '.':.'.': '.'.'.'::.'.:.... ......'.'.'..
vti:' ....
.........
....
0
\
..... .....
..... ...
...... ........... .............. ........:::
w \
0-
X 231.8 YAR WASTER 228.7
................. .. ...
:.:.:........:....:k4alNEL''No::: �:.......
:.:..
I o
I
COMPOSTI G FACILITY
CP & L TRANSMISSION
��
EXISTING 30 DIA ,,
...
_....::::::'.
................ ..................... :.:..... ; .
..................... .............. .'..•' ..•.':.... :...:...
:.......
I I
{ _ -
w
RIGHT-OF-WAYCULVERT
■�
�
:.
................... ...'.'.............'...... :.:.......:::
..............
■
\ `
\ (BASIN No. 2)
y ...
_
..
...........::................. :..:...
x::..........�.:;:::.•.•.•.:.•.•.•.•.'..... ..
200.5
250.1
100YE F DP IN
I I
{
{
:...........
I I
°
■
X20,.3
DIVER BERMS
"' •
ELE 92
,96
•' ��
I
FINAL COVER GRADING PLAN
SEE DETAIL �'/E IN N0. 1
x2,6.2
e
F.
237.1 X x238.9
1 °=100'-0°
(SEE DRAWINGEC3
\�
I
191.2
ISTING C
X 233.6
X
� �
°
X 211.4
E ISTI G DI RSI S E
272.
270 x x
263.1
I
I
-.
..
.. •04 . �'•�QI' DIA CMP
255.5
DESIGNED BEK
DRAWN PWS
CHECKED
PROJ.ENGR. JAB
��N CAR ��� �.`� CAR9�
� ��FESS/ �9 �� �OFE,SS /,G9 �y
SEAL
QEN
�y q%,f �o 9463
GIN E� J� ( NGINE� �o�
yN A. < /- S. Q�F
Q
Environmental Engineers & Scientists
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORDS DEPARTMENT
RALEIGH, NORTH CAROLINA
FINAL COVER GRADING PLAN
THE SCALE BAR
ME�SURESLOW O E
NCHLONGON
ITHE ORIGINAL
DRAWING.
DATE APRIL 1994
H & s JOB
NUMBER 3760
CONTRACT
NUMBER
1 A
DRAWING
NUMBER
G5
WILDERS GROVE MUNICIPAL SOLID WASTE LAN©FILL
TRANSITION PLAN
1
REGULATORY APPROVAL
4/94
NO.
ISSUED FOR
DATE
BY
APPROVED
SHEET 5 OF 28

CD
N
M
N
C)
LO
r
M
N
0
Q
0
M
N
0
0
LO
M
N
0
M
N
0
0
LO
N
N
0
0
00
N
N
FI
I
�
.iillll
f'
a
AN
looms
M.
Ri
■
fpt¢
1
5
nu I
GW-12 GW-11
745000 744500 744000 743500 743000 742500 742000 741500 741000 740500 740000 •
EXPLOSIVE GAS MONITORING PLAN GW-1
II
1 =200 —0 11
DESIGNED BEK �N �ARoCITY OF RALEIGH PUBLIC WORKS DEPARTMENT
DRAWN PWS °� �F�SS1041 _ RALEIGH, NORTH CAROLINA WILDERS GROVE LANDFILL
CHECKED
�
PROJ.ENGR. JAB I Environmental Engineers Scientists WILDERS GROVE MUNICIPAL SOLDWASTE LANDFILL EXPLOSIVE GAS MONITORING PLAN
' FEF-�
REGULATORY APPROVAL 4/94 NGIN
"oyN A • RALEIGH, NORTH CAROLINA TRANSITION PLAN
ISSUED FOR DATE BY APPROVED
3
IISSIONED)
IENEATH
10PE ROAD
CREEK
!EEK
ALIGNMENT
)AD
ALIGNMENT
-ACE TOPOGRArlIY IN MSWLF AREA
FINAL COVER.
EXTRACTION WELL SYSTEM LOCA11ON
NATURAL POWER, THE SYSTEM OPERATOR.
�S MONITORING LOCATIONS MAY BE
iH PASSIVE CUTOFF TRENCHES, SEE
1S MONITORING PLAN, SECTION 7 OF
LAN NARRATIVE.
ID --
'ROPERTY LINE
_IMIT OF WASTE
.XISTING GROUNDWATER
MONITORING WELL LOCATION
NND IDENTIFICATION NUMBER
'ROPOSED GROUNDWATER
MONITORING WELL LOCATION
4ND IDENTIFICATION NUMBER
SITE BENCH MARK LOCATION
XISTING SURFACE WATER
vIONITORING POINT AND
DENTIFICATION NUMBER
'ROPOSED SURFACE WATER
dONITORING POINT AND
DENTIRCATION NUMBER
XISTING GAS MONITORING WELL
4ND IDENTIFYING NUMBER
XISTING ACTIVE GAS RECOVERY WELL
4ND IDENTIFYING NUMBER
XISTING ACTIVE GAS RECOVERY
SYSTEM PIPING
PASSIVE GAS TRENCH VENT
(SEE DETAIL 6/G8)
PROPOSED GAS MONITORING POINTS
AND IDENTIFYING NUMBER
THE SCALE BAR
DATE APRIL 1994
SHOWN BELOW
H & S JOB
MEASURES ONE
NUMBER
3760
INCH LONG ON
CONTRACT
DRAWING
THE ORIGINAL
NUMBER
NUMBER
DRAWING.
1 A
G S
SHEET 6
OF 28

NOTES:
NCDOT TYPE 2
FILTER FABRIC
EXTERIOR EDGE OF SUBGRADE 27. SLOPE
1
VEGETATIVE SUPPORT SOIL -\
COMPACTED SOIL BARRIER
L - r
INTERMEDIATE COVER
25'
CLASS B EROSION
CONTROL STONE
24' CULVERT SEE DWG
G5 FOR LOCATION-7
2. WEEKLY COVER SOIL IF ALTERNATE DAILY COVER IS EMPLOYED
DROP INLET SEE DWG
05 FOR LOCATION
INTERMEDIATE COVER
COMPACTED SOIL BARRIER -
VEGETATIVE SUPPORT SOIL
STONE FILLED GABION
2'
2% SLOPE 1'
TMEGA
C DOT ABC 1 1 1 1
--- 4
WASTE \
4
30' BENCH
COMPACTED SUBGRADE
PERMEABILITY 10 5 cm/S
NOTES:
1. COMPACT INTERMEDIATE COVER IN THIS ZONE TO ACHIEVE PERMEABILITY OF 1075 cm/s. IF
INTERMEDIATE COVER SOIL WILL NOT MEET PERMEABILITY REQUIREMENTS, REPLACE WITH
SUITABLE SOIL.
TYPICAL ALL WEATHER ACCESS ROAD
DETAIL 2
NTS G5
y
3
u
n BEK
DESIGNED
i DRAWN RGD PWS
CHECKED
PROJ.ENGR. JAB
s 1 REGULATORY APPROVAL 4/94
NO. I ISSUED FOR DATE BY APPROVED
oQ�N CARp�i
oFEssi 'yy
9
FNGI �q
ci N
oyN A �aJ
TYPICAL SITE SLOPE SECTION
DETAIL 1
NTS G5
WASTE
N.C. DOT TYPE 2 FILTER FABRIC
COMPACTED SOIL BARRIER
(SEE NOTE 1)
CARp�i
�oFESS
S
9
NGINEF-`�
S.
Environmental Engineers & Scientists
RALEIGH, NORTH CAROLINA
FINE GRAIN
COMPACTED SOIL COVER
W/VEGETATION
77/7'.
MSW
WASTE
;7
PRE 1991 AREAS -TYPICAL FINAL COVER SECTION
DETAIL 4
NTS G5
VEGETATIVE SUPPORT SOIL
COMPACTED SOIL BARRIER
INTERMEDIATE COVER
5% MIN SLOPE
fM
WASTE
;7
POST 1991 AREAS -TYPICAL FINAL COVER SEC110N
DETAIL 3
NTS G5
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA GENERAL
WILDERS GROVE MUNICIPAL SOLID WASTE LANDFILL DETAILS
TRANSITION PLAN
1. SEE DRAWING G9 FOR TYPICAL SLOPE AND FINAL
COVER SECTIONS WITH GEOMEMBRANE.
THE SCALE BAR DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 ^/-1 G 7
SHEET 7 OF 28
il
11

26'-0'
6' MIN THICKNESS
nnvr-n Cnn
TYPICAL INTERMEDIATE BERM
DETAIL 9
NTS G8
4° 0 PVC RISER
9
COMPACTED ON
2% Ste_
NOTE: CROWN ROADWAY SUBGRADE TO PROVIDE DRAINAGE
INTERMEDIATE COVER SOIL
TYPICAL TEMPORARY ALL WEATHER ACCESS ROAD
DETAIL
2
NTS
G8
8'x8° METAL SIGN WITH
SETTLEMENT MARKER
IDENTIFICATION
SM-1
STEEL POST
EMBEDMENT DEPTH 2' MAX
MARKER LOCATION
SIGN AND POST
C
BRASS SURVEY DISK
12' DIA CONCRETE
CYLINDER
BRASS SURVEY DISK
12" DIA FORMED
VEGETATIVE SUPPORT SOIL
CONCRETE CYLINDER
00
i
►
COMPACTED SOIL BARRIER
GEOMEMBRANE
rL
1�
(SEE NOTE 1)
TOP OF FINAL COVER
(OPTIONAL)
JL
TYPICAL SETTLEMENT MARKER
DETAIL 3
NTS G5
NOTES:
1. MIN ONE RISER PLACED OVER AREAS WHERE REFUSE OR OTHER
PATHWAY WAS ENCOUNTERED.
2. DEPTH 6 FEET OR TO REFUSAL. EXCAVATE BELOW REFUSE
OR OTHER PATHWAY.
3. PLACE PIPE 6° MIN ABOVE WATER LEVEL IF ENCOUNTERED.
4. SEE DETAIL 5/G8 FOR TYPICAL RISER.
TYPICAL PASSIVE GAS TRENCH SECTION
DETAIL 4
NTS G6
INTERMEDIATE COVER
WASTE
NOTES:
1. THIS LAYER MAY CONSIST OF A 18" THICK PROTECTIVE SOIL LAYER
WITH NO MAXIMUM PERMEABILITY REQUIREMENT IF IT OVERLIES
A GEOMEMBRANE. SEE DRAWING G9 FOR TYPICAL FINAL COVER
SECTION W/ GEOMEMBRANE.
SECTION A
NTS G8
3�t
TYPICAL PASSIVE GAS RISER
DETAIL 5
NTS G8
:V+
nn• M nnut
SIDE
4CE TO DRAIN
RISER
FACE
N-SITE SOIL
7 STONE
ED PIPE
1 REGULATORY APPROVAL
NO. ISSUED FOR
DESIGNED BEK
DRAWN RGD PWS
CHECKED
PROJ.ENGR. JAB
4/94 RSD
DATE BY APPROVED
Environmental Engineers & Scientists
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA
WILDERS GROVE MUNICIPAL SOLID WASTE LANDFILL
TRANSITION PLAN
GENERAL
DETAILS
THE SCALE BAR DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 ^-� G8
SHEET 8 OF 28

GEOMEMBRANE/NON—WOVEN
NOTES:
1. SEE DRAWING G7 FOR TYPICAL SLOPE AND FINAL
COVER SECTIONS WITHOUT GEOMEMBRANE.
SLOPE
(SEE I
COMPAi
PERME)
EXTERIOR
PERIMETEI
L—AIJ11111V .JVI\I Mot —
2. WEEKLY COVER SOIL IF ALTERNATE DAILY COVER IS EMPLOYED
TYPICAL SIDE SLOPE DETAIL WITH GEOMEMBRANE OPTION
DETAIL 1
NTS" G7
VEGETATIVE SUPPORT SOIL
GEOMEMBRANE/NON—WOVEN
FABRIC COMPOSITE
PROTECTIVE SOIL LAYER
(SEE NOTE 1)
INTERMEDIATE COVER
LOPE �'
5�% —S
co
N
WASTE
NOTES: 7
1. PROTECTIVE SOIL LAYER TO BE NOMINALLY COMPACTED TO LOWEST
PRACTICAL PERMEABILITY. NO MAXIMUM PERMEABILITY IS SPECIFIED.
TYPICAL CAP CROSS SECTION W/GEOMEMBRANE
DETAIL 2
NTS STD
DESIGNED BEK
DRAWN RGDPWS
CHECKED
PROJ.ENGR. JAB
_REGULATORY APPROVAL 4/94
ISSUED FOR DATE BY APPROVED
�N CARp�i
ES S/04,
Fli A Z A N, D S-A,'FIY E-
. I EN R
3 Environmental Engineers & Scientists
NGIN-
Zt` RALEIGH, NORTH CAROLINA
S.
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA
WILDERS GROVE MUNICIPAL SOLID WASTE LANDFILL
TRANSITION PLAN
GEOMEMBRANE OPTION
DETAILS
THE SCALE BAR DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE I NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 A G 9
SHEET 9 OF 281

NOTES:
12'
TYP
2° DIA PVC
ELL TYP—
PLACE STEEL MESH
OVER OPEN PIPE END
2' DIA SCH 40 PVC PIPE (SOLID) I
co
CEMENT GROUT FILLED ,
6" DIA PVC PIPE _ K,
FINAL COVER SURFACE
STAINLESS STEEL BAND APRON
SEAM TYP --BOOT
CAP GEOMEMBRANE
120 NOMINAL
INTERMEDIATE COVER----'
2" DIA SCH 40 PVC FILTER GEOTEXTILE
PERFORATED PIPE 21
NTH TEE NO 57 STONE
\ -- REFUSE
NOTES:
1. FOR CAP GEOMEMBRANE PENETRATION DETAIL, SEE DETAIL 2/G10.
2. PAINT EXPOSED CASING AND RISER BRIGHT ORANGE.
PASSIVE GAS VENT DETAIL
DETAIL 1
NTS G10
IYVICJ. I I"n va..v.�...�..
1 FOR GAS VENT PENETRATION SEE DETAIL 2/G10
2 FOR VENT STACK DETAIL SEE DETAIL 1/G10
GAS VENT CAP GEOMEMBRANE PENETRATION DETAIL
DETAIL 3
STEEL BAND
NTS G10
:MBRANE APRON
:MBRANE BOOT
;AP GEOMEMBRANE
PIPE
"ASING
1. SEAM TYPE DEPENDENT ON TYPE OF CAP GEOMEMBRANE
SELECTED. SEAM TYPE TO BE APPROVED BY ENGINEER
PRIOR TO INSTALLATION.
2. NEOPRENE GASKETS MAY BE REQUIRED BENEATH
STAINLESS STEEL BANDS.
TYPICAL SECTION THRU GAS VENT SYSTEM
DETAIL 2
NTS G10
CAR CAR VI I Y VhI' 11Lt1U1"1 f UtSL1U VVVhr1,0 Lltrk'h I IVICIV I THE SCALE BAR uAlt /ArrC►L
N DESIGNED BEK ��N 0��N 0�
SHOWN BELOW H & S JOB
a DRAWN
RGD/PWS p o SS o 'ly �p �oFESsio RALEIGHAND SAWER, NORTH CAROLINA GEOMEMBRANE OPTION MEASURES ONE NUMBER 3760
P
Q _ INCH LONG ON
CHECKEDMZENCONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
a PROJ.ENGR. JAB F �Q�� 63 E n v i r o n m e n t a l Engineers & Scientists WILDERS GROVE MUNICIPAL SOLID WASTE LANDFILL DETAILS DRAWING.
NGIN_ �� 0INF� p� e RALEIGH, NORTH CAROLINA 1 A G10
FNO.
REGIILATORY APPROVAL 4/94 VO O� t�\ 7 9�� TRANSITION PLANUED FOR DATE Y A / ti. RS.SHEET 1 OF 28
ISSUED B APPROVED

NOTES:
il
APPLICATION RATES IN POUNDS/ACRE
SEED***
PLANTING
WOOD
MIXTURE
SEASON
LIME*
SEED
FERTILIZER**
MULCH
TOPDRESSING*
COMMENTS
P
FEB 1-MAY 31
4000
100
500
1500
500 OF
PREFERRED PLANTING SEASONS ARE
SEPT 1-NOV 30
10-10-10
SEPT 15-OCT 15 AND FEB 15-APRIL
60 OF NITROGEN
30. ADD 25#/ACRE SUDANGRASS
DURING MAY. ADD 25#/ACRE HYBRID
RYE DURING NOV.
TW
DEC 1-JAN 31
N/A
50
400
500
N/A
OVER SEED WITH TYPE P SEED MIXTURE
DURING NEXT PLANTING SEASON
TS
JUNE 1-AUG 31
N/A
50
400
500
N/A
OVER SEED WITH TYPE P SEED MIXTURE
DURING NEXT PLANTING SEASON
* APPLICATION RATES AND/OR CHEMICAL ANALYSIS SHALL BE CONFIRMED OR ESTABLISHED BY SOIL TEST.
** FERTILIZER SHALL BE 10-20-20 ANALYSIS. UPON WRITTEN APPROVAL OF THE CITY OF RALEIGH PUBLIC WORKS DEPARTMENT, A
DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 1-2-2 RA110 IS MAINTAINED AND THE RATE OF APPLICATION
ADJUSTED TO PROVIDE THE SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS,
*** SEED MIXTURES TO BE USED ON THE PROJECT SHALL BE AS- FOLLOWS:
P - PERMANENT SEEDING
50#/ACRE KENTUCKY 31 TALL FESCUE
50#/ACRE PENSACOLA BAHIAGRASS
TW - TEMPORARY WINTER SEEDING
50#/ACRE HYBRID RYE
TS - TEMPORARY SUMMER SEEDING
50#/ACRE PEARL OR BROWN TOP MILLET
1. ON CUT AND FILL SLOPES 2H:1V OR STEEPER, ADD 30#/ACRE SERICEA LESPEDEZA TO TYPE P SEED MIXTURE.
USE SCARIFIED SEED FOR SPRING PLANTINGS AND UNSCARIFIED FOR FALL PLANTINGS,
2. SEED COVERED AREAS WHICH WILL REMAIN UNDISTURBED FOR A PERIOD GREATER THAN 30 WORKING DAYS.
3. SEED AREAS WITHIN 30 WORKING DAYS OR 120 CALENDAR DAYS AFTER FINAL COVER IS PLACED.
SEEDING SCHEDULE
WILDERS GROVE MSW LANDFILL
DETAIL 1
NTS EC1
VEGETATED SYNTHETIC
MAT DITCH LINER
(SEE NOTE 1)
0
VEGETATIVE SUPPORT SOIL
COMPACTED SOIL BARRIER
INTERMEDIATE COVER —\
z z
M
4- 3 r "\ `fl
1
0 z
�\ cV
WASTE
7
NOTES:
1. INSTALL SYNTHETIC MAT DITCH LINER IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS
OR DETAIL 2/EC1.
2. SYNTHETIC MAT DITCH LINER MAY BE SUS11TUTED WITH A GABION MATTRESS, SEE DETAIL 4/EC1.
3. SYNTHETIC MAT DITCH LINER SHALL BE PERMANENT AND CAPABLE OF WITHSTANDING CHANNEL
SHEAR STRESSES OF 7psf AND WATER VELOCITIES OF 12fps.
TYPICAL CHANNEL W/VEGETATED EROSION CONTROL MAT
DETAIL 6
NTS EC1
CHANNEL
B (ft)
1
15
2
3
3
6
4
3
O
STAPLES
1
P '
OVERLAP
PERSPECTIVE VIEW
SYNTHETIC MAT DITCH LINER
k
CL DITCH
SYNTHETIC MAT DITCH LINER
NOTE: STAPLES TO BE SPACED AT
3'-0" MAX IN ALL DIRECTIONS.
OVERLAP ' '
rn' LINING STAPLES
SYNTHETIC MAT DITCH LINER
SYNTHETIC MAT DITCH LINER
DETAIL 2
NTS EC1
VEGETATIVE SUPPORT SOIL
COMPACTED SOIL BARRIER
INTERMEDIATE COVER
GABION MATTRESS
B
/4-
z z
1 � �
CV
WASTE ;7
NOTES:
1. GABION MATTRESS MAY BE SUBSTITUTED WITH A SYNTHETIC MAT DITCH LINER, SEE DETIL 6/EC1.
TYPICAL CHANNEL W/GABION MATTRESS
DETAIL 4
NTS EC1
CHANNEL
B (ft)
1
15
2
3
3
6
4
3
CHANNEL
B (ft)
1
15
2
3
3
6
4
3
uY� UYJ
4'-0" MAX
SILT FENCE
STEEL POST
FILTER FABRIC -
BURY TOE OF FILTER - x
FABRIC A MIN OF 8"
00
GRADE LINE
DETAIL 3
NTS . EC1
n
10c)z
._ � z
I N
4" t I'
SILT FENCE
SECTION A
NTS EC1
SWALE
EROSION PROTECT
a AS REQUIRED
CLASS B EROSION PERIMETER BERM
CONTROL STONE Ln
(V
-INTERMEDIATE COVER - - - - - - - - - - - - - - CHANNEL
2
SLOPE
\WASTE
TYPICAL TRASH FILTER
DETAIL 5
NTS EC1
REGULATORY APPROVAL
icci inn C'n
DESIGNED BEK
DRAWN RGD/PWS
CHECKED 3�
PROJ.ENGGRRj� JAB
4/94
nATF RY APPRown
�N CARO
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Q
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SARU R
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Environmental Engineers & Scientists
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA
WILDERS GROVE MUNICIPAL SOLID WASTE LANDFILL
TRANSITION PLAN
SEDIMENTATION AND EROSION CONTROL
DETAILS
THE SCALE BAR DATE APRIL 1994
SHOWN BELOW I H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 A EC1
[SHEET 11 OF 28

...................................... - ---------
............ ............................ ...................................................... ............
...... ..................... ............
E 2128626.13
:.......... --....... 7145.0*0
jx
199.8
q
..--�...... 24 CMP--RISER ...............................
............................. r..
E
N 741293.14
191. E 2128799.82
X
'32'L x 28'W EMOGENCY.
SPILLWAY CONTROL --SECTION-•-. -
EL. 188.00--
.........
•---
-ANTI—SEEP COLLAR\
.............. SEE- DETAIL 2/EC3
....................(SEE -NOTE-2).. \ -
X 181.4 \
±105 LF 12" CMP'*--.
15 L x 16 W x 24 THK CLASS
EROSION CONTROL STONE,
SEE DETAIL-.2/EC2..
71.4000
LC
dc
O
O
SEDIMENT BASIN No. 1 SITE PLAN
1 "=50I-0U
190.00 TOP OF BERM (MIN)
TRASH RACK WITH ANTI —
VORTEX PLATE, TYP
SEE DETAIL 1 /EC3
188.00 EMERGENCY SPILLWAY ANTI —SEEP COLLAR
185.00 PRINCIPAL 4 SEE DETAIL 2/EC3
SPILLWAY 1 _I_=1 FILTER GE011=X11LE
SEDIMENT _�
181.80 CLEANOUT11 1_J /
o
� F— 12" CMP BARREL
178.00
3"x4" x1 /2" GALV
L (ANGLE) BRACE,
WELD TO TRASH R
CORRUGATED META
PIPE RISER, SEE SI
A/EC3 FOR DIMEN�
12" CMP BARREL
INV OUT = 178.00
4'x4'x1.25' THICK
ANTI FLOATATION BLOCK
24" CMP RISER (SEE NOTE 1)
NCDOT 457 STONE
75.90
21'Lx25'Wx24" THICK CLASS B
EROSION CONTROL STONE,
SEE DETAIL 8/EC1
NOTES:
1. 24" CMP RISER IS PERFORATED WITH 1/2—INCH HOLES SPACED 3" APART ON
OUTSIDE CORRUGATIONS FROM CLEANOUT ELEVATION TO ANTI —FLOTATION DEVICE.
PERMANENT SEDIMENT BASIN No. 1 CROSS—SECTION
SECTION A
NTS EC3
TOP PLAN VIEW OF TRASH RACK
1 - --- 1nFIFIF_l
TRASH RACK
DETAIL 1
NTS EC3
3"x3"x3/8" GALV
HORIZONTAL L, RADIALLY HELD
TO TRASH RACK
R 1 /4"x12" x24"
GALV. ANTI —VORTEX PLATE
1 "x1 /2" GALV BAR STOCK, TYP
R 1 /4'x12"x24"
GALV. ANTI —VORTEX PLATE
WELD TO TRASH RACK
18" 12, 18"
1 /4"x2"x4" —WELDED TO THE
VERTICAL BAR, GALV BAR SIZE=
1-1/2"A/28x24" LONG, BOLTED TO
RISER, WITH 316 SST BOLTS
ELEVATION VIEW
CONCRETE AN11—FLOATATION
BLOCK, SEE SECTION A/EC3
FOR DIMEN11ONS
ONTINUOUS WELD
OTH SIDES
WO PIECE CONNECTING
AND (MODIFY TO
LIMINATE OVERLAP
ROUND PIPE)
12" MIN
1 /2" DIA HOLES
16 GA SHEET METAL
2-2/3" x 1/2" CORRUGATIONS
1/2" x 2" SLOTTED HOLES
FOR 3/8" DIA HOLES
END VIEW
NOTES:
1. THE LAP BETWEEN THE TWO HALF —SECTIONS SHALL BE
CAULKED WITH BITUMINOUS MASTIC AT THE TIME OF
INSTALLATION. UNASSEMBLED COLLARS SHALL BE MARKED
BY PAINTING OR TAGGING TO IDENTIFY MATCHING PAIRS.
2. ANTI SEEP COLLAR MUST BE AT LEAST 3' DOWN STREAM
FROM CLOSEST PIPE JOINT.
ANTI —SEEP COLLAR
DETAIL 2
NTS EC3
NOTES:
1. SEDIMENTS REMOVED FROM THE BASIN SHALL BE
SPREAD OUT TO DRY. SUBSEQUENT TO DRYING,
THE REMOVED SEDIMENTS MAY BE USED AS
DAILY COVER SOIL.
2. INSTALL ANTI —SEEP COLLAR 40' FROM RISER BARREL
DESIGNED BEK
DRAWN RGD
CHECKED we_
PROJ.ENGR. JAB
1 REGULATORY APPROVAL 4/94
NO. ISSUED FOR DATE BY APPROVED
�N CAROl
ESS/pa/y-77
SEAL `�
EN
_O F9463Environmental Engineers & Scientists
� NGINE O
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA
WILDERS GROVE MUNICIPAL SOLID WASTE LANDFILL
TRANSITION PLAN
SEDIMENTATION AND EROSION CONTROL
SEDIMENT BASIN No. 1 AND DETAILS
THE SCALE BAR DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 ^" E C
SHEET13 OF 2€3

NOTES:
1. AERIAL SURVEY BY WES-PNGHOUSE LANDMARK GIS,
CARY, N.C. - MARCH 1991.
2. PLAN IS A PART OF EROSION AND SEDIMENT
CONTROL PLAN APPROVED BY LAND QUALITY
SECTION ON JANUARY 25, 1994.
Q
0
1
NO
REGULATORY APPROVAL
ISSUED FOR
DESIGNED BEK
DRAWN RIGID
CHECKED *34y-'
PROJ.ENGR. JAB
4 94
DATE
BY
APPROVED
0
0
Ln
r-
N
CV
O
O
a
r-
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0
N
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0
0
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cV
N
0
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BORROW SITE
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I
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FNGINE_F�
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PROPOSED SITE DEVELOPMENT PLAN
1 °=200'-0°
Environmental Engineers & Scientists
RALEIGH, NORTH CAROLINA
741000
740500
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA
WILDERS GROVE MUNICIPAL SOLID WASTE LANDFILL
TRANSITION PLAN
740000
220EXISTING INDEX ELEVATION CONTOURS
.......................................... EXISTING INTERMEDIATE ELEVATION CONTOURS
220 PROPOSED FINAL INDEX ELEVATION CONTOURS
PROPOSED FINAL INTERMEDIATE ELEVATION CONTOURS
PROPOSED SURFACE WATER
❑ SW-2 MONITORING POINT AND
IDENTIFICATION NUMBER
BORROW SITE FINAL GRADING PLAN
THE SCALE BAR DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 A G 11
SHEET 15 OF 28

C
0
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PHASE NO. 4
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0
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N
N
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O
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O
N
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O
LO
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0
0
LO
CV
N
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741000 740500 740000 0
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N
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PHASE NO. 3
1 400' —0"
LEGEND
F7771ACTIVE AREA
=' = ==_=. AREAS AT FINAL GRADE
• CLEARING LIMITS
-- PROPERTY LINE
NOTES:
1. PROPERTY LINE ON NC STATE PLANE COORDS. DATUM
IS NAD 83. COMBINED FACTOR: 0.999904
2. DURATION OF EACH PHASE IS APPROXIMATE, BASED
UPON SOIL DEMAND AND LANDFILL
3. AREAS WHERE FINAL COVER SOILS ARE LOCATED MAY
REMAIN ACTIVE UNTIL AFTER LANDFILL CLOSURE.
4. PHASING DRAWINGS ARE FOR INFORMATION ONLY.
J
n
L
n
1 REGULATORY APPROVAL
NO. ISSUED FOR
DESIGNED BEK
DRAWN RGD/PWS
CHECKED
PROJ.ENGR. JAB
4/94�,�%
DATE BY APPROVED
CARO
=per of ESS/0'
Q S
9
FNCINEF
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CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
ffiZENAYD SAM
RALEIGH, NORTH CAROLINA
Environmental Engineers & Scientists WILDERS GROVE MUNICIPAL SOLID WASTE LANDFILL
RALEIGH, NORTH CAROLINA TRANSITION PLAN
BORROW SITE PHASING PLAN
THE SCALE BAR DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 A G 12
SHEET 16 OF 28

X 2437
PARKIN
AREA
X 254.8
X 265.1
x
24o.t
X
2853
'
a
PARKIN AREA
�! PARKINGAREA
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■ p
s
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9
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-
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X
X 296.2
24
X 295.4
Me
-
259.3
46.3
x X 260.4
X 259.2
'
P/A �
X 324.9
X 258.7
X 257.4
ua
252.6
259.3 x
X 331,9
O
LEGEND
vp`
EMPORARY
43.1
x
25
''
b
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-
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FINAL CONTOURS
°°
X 251.8
-
a
5.4
••• FLOOD PLAIN ELEV 192
x 259.9
XISTING SW A
ACTIVE INTERMEDIATE BERM
x
(SEE DETAIL 1 /G8)
243.4
263.0
x 246.8
X 247.2
a
EXTERIOR TOE OF
-
-
■
267.2
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249.9 X
263.2
(SEE DETAIL 1 /G7)
45.2
LIMIT OF WASTE
x 237.4
X 236.4
EXISTING CONTOURS
W.E
238.1
227.1
•• RUN-ON DRAINAGE PATH
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.7 „228.8am -�
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X 238.6
■
-'��
x .3
\
X 25C
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\
1
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'
O
..
1
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CHANNEL
249.1
_-
(SEE DETAIL 4/EC1)
----
■
TRASH FILTER
(SEE DETAIL 5/EC1)
X 248.8
`
I
x 247.6
SILT FENCE
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X 260.5
``
{
I
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X 241.0
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f
I
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x
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3• ,j z
`
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`
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X 254.7
{
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I
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OPE
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X 256.5
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200.5
...........
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■
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.....
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X 238.9
GRADING PLAN
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x2,e.2
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E n v i r o n m e n t a 1 Engineers & Scientists
RALEIGH, NORTH CAROLINA
CITY OF
RALEIGH PUELIC WORKS
RALEIC�H, NORTH CAR®LIMA
DEPARTMENT
PHASE
OPERATIONS GRADING
No.
PLAN
THE SCALE BAR
MEOAsuRESLONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE APRIL 1994
NUMOW H BER JOB 3760
CONTRACT
NUMBER
1 A
DRAWING
NUMBER
Pi
WILDERS GROVE VE MUNIWAL SLID WASTE LANDFILL
TRANSITION PLAN
1
REGULATORY APPROVAL
4/94
SHEET 17 OF 28
NO.
ISSUED FOR
DATE
BY
APPROVED

v `
v
x
�-I d
X 243.7
PARKIN
AREA
X 254.8
X 265.1
X
X
285.3
PARKIN AREA
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■
■
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•
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X 283.2
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3
280
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e O
X 294.3 - -
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X 296.2
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24 .
259.3
x X 260.4
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x324.9
_
X 258.7 X 257.4
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. 252.6
!
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X 43.1
FINAL CONTOURS
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-
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-
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-
_
267.2
- 263.2
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'
45.2
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x 237.4
-
EXISTING CONTOURS
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wE 23s.1 409 ■
zz7.1
� o
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X2 .7 x226.8---� •
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,
/
x 3
.............••:.. AREAS AT FINAL
`
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x
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COVER GRADE
_
-
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COVER GRADE
-
J`�"'� :::::... -
,..�-._.�........
-
a!�
X 247.2
CHANNEL
.....
(SEE DETAIL 4/EC'I)
_ TRASH FILTER
(SEE DETAIL 5/EC1 )
3.3
SLOP
-
-
l �
X 247.6
SILT FENCE
(SEE DETAIL 3/EC1) ■
= X 260
::
I I
I xl 2
I"
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■
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I
242.3
x
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:. ui
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■
-' 248.9 �
a
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AUGUST 1994 - JANUARY 1995
�
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_._ x254.7
270
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X 211.4
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DESIGNED BEK o��N CARO� o��N CAROB,
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F ( F Environmental
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Engineers & Scientists
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC FORKS
NORTH CAROLINA
DEPARTMENT
WASTE a OPERATIONS
��AS � E LAND�dLL 0
THE
SHOWN
PHASE No. Z MEASURES
INCH
THE
ON S GRADING PLAN DRAWING.
SCALE BAR DATE APRIL 1994
BELOW H & S JOB
ONE NUMBER 3760
LONG ON CONTRACT DRAWING
ORIGINAL NUMBER NUMBER
1 A P 2
WILDERS GROVE MUNICIPAL
CG AL SOLID
TRANSITION PLAN
1 REGULATORY APPROVAL 4/94
NO. ISSUED FOR DATE
BY APPROVED A. S
SHEET 18 OF 2 /

LEGEND
.FINAL CONTOURS
••- FLOOD PLAIN ELEV 192
ACTIVE INTERMEDIATE BERM
(SEE DETAIL 1 /G8)
X 243.7
X
X
240.1
285.3
r
PARKING AREA X 255.7 e ■
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(SEE DETAIL 1 /G7) 1
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i o.s ■ to W
EXISTING CONTOURS W.E. < 238.1 ■ (�
227.1
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(SEE DETAIL 3/EC1) :::
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PROJECTED PERIOD OF OPERATION FOR PHASE NO. 3
JANUARY 1995 - MAY 1995
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X 331.9
REGULATORY APPROVAL
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DRAWN BEK
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4/94
DATE BY APPROVED
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RALEIGH, NORTH CAROLINA
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TRANSITION PLAN
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1
0
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OPERATIONS GRADING PLAN
I
I
I
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237.1 X X 238.9
X 233.6
THE SCALE BAR DATE APRIL 1994
SHOWN BELOW H & S JOB
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. 1 A P 3
SHEET 19 OF 28

X 243.7
'AREA"
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X 254.8
X 265.1
x
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285.3
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G
300
252.E
X 331,9
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259.3 x
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43.1
1.
LEGEND
x
FINAL CONTOURS
°° x251.8
■
; : r o
5.4
••• FLOOD PLAIN ELEV 192
x 259.9
M
:
XISTING SWA
ACTIVE INTERMEDIATE BERM
(SEE DETAIL 1/G8)
;.:
0
2434
x
263.0
EXTERIOR TOE OF
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X 246.8
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X 247,2
■
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249.9
x
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cf' N
r
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263.2
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LIMIT OF WASTE:
� x 237.4
X 236.4
;::
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W,�
238.1
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227.,
NEL No. 3
s•
/
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-�•-� SWALE CENTERLINE
X 2
7 w ....w. ��
AND FLOW DIRECTION
. w
X238.6
w. w�•��
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:.
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=
Environmental Engineers & Scientists
9
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGHR, NORTH CAROLINA
PHASE N o. 5
OPERATIONS GRADING PLAN
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON THE ORIGI
NAL
DRAWING.
DATE APRIL 1994
H & S JOB
NUMBER 3760
CONTRACT
NUMBER
1 A
DRAWING
NUMBER
P 5
®R R I L® LANDFILL
aL S GROVE MUNICIPAL SO WASTE LA
TRANSITION PLAN
1
REGULATORY APPROVAL 1
4/9440
1
NO.
ISSUED FOR
DATE
BY
APPROVED
•
SHEET 21 OF 28

X
I
X 243.7
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X 254.8
X 255.1
X
240.1
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c X 294.3
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259.4 . ,
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LEGEND
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Ca
•
1.
�
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X 43.1
FINAL CONTOURS
D4
X251.8
■ :. r O
5.4
••• FLOOD PLAIN ELEV 192
x 259.9
rT-I
.
ACTIVE INTERMEDIATE BERM
';'•
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(SEE DETAIL 1 /G8)
X 246.8
X 247.2
�....
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X
263.0
TOE
i
290
EXTERIOR OF
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249.9
x
cn
O o
263.2 267.2
(SEE DETAIL 1 /G7)
M1
�,
45.2
LIMIT OF WASTE
X 237.4
X 236.4
•
EXISTING CONTOURS
238.1
24a.9 ■
•• RUN-ON DRAINAGE PATH
NEL No. 3
SWALE
. �
CENTERLINE
AND FLOW DIRECTION
x 22.7
_ �� � � -�•
• ��� "
/
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X
238.E
• •
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CHANNEL
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xl 2
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OCTOBER 1995 - DECEMBER 1995
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9 �9
N CAR O
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CITY OF
RALEIGH PUBLIC WORKS
NORTH CAROLINA
DEPARTMENT
PHASE No. 6
THE
SHORALEIGH,
MEAASURESLO
SCALE BAR DATE APRIL 1994
E OW NU NUMBER JOB 3760
CHECKED
'
INCH
LONG ON
THE
CONTRACT DRAWING
1 REGULATORY APPROVAL 4/94
PROJ.ENGR. JAB
��
91
u� Al"
tiN
/
Environmental
FNGINE��� (j
9 �
Engineers &Scientists
RALEIGH, NORTH CAROLINA
WILDERS
GROVE MUNICIPAL SOLID
WASTE LANDFILL
OPERATIONS
GRADING PLAN
DRAWING.
ORIGINAL NUMBER NUMBER
1 A P6
e
7
Rr o�
TRANSITION PLAN
N0. ISSUED FOR DATE
BY APPROVED
A •
S•
SHEET 22 OF 28

n
n
4
C:
c
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v
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PARKIN AREA
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m �.
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X 254.6 X 255.2
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2
1.9
-
79.6
RW
280
aQ
X 259.4 PARKING AREA X 258.4
° X 294.3
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PARKING AREA
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259.4
x
' X 296.2
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259.3
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259.3 x
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LEGEND
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43.1
x
1.
FINAL CONTOURS X251.8
-
■
.•. � �
�
�
5.4
••• FLOOD PLAIN ELEV 192
ACTIVE INTERMEDIATE BERM
x z59.9
rn
�.
XISTING SW
{
(SEE DETAIL 1 /G8)
X 246.8
X 247.2
a
290
243.4
2 3.0
EXTERIOR TOE OF
PERIMETER BERM
R
■
249.9 x
cn
o
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`
Q.
267.2
2fi3.2
(SEE DETAIL 1 /G7)
X 236.4
'_+
LIMIT OF WASTE X 237.4
EXISTING CONTOURS
238.1
27.
z27.,
•• RUN-ON DRAINAGE PATH
SWALE CENTERLINE X 22.7
NEL No. 3
-•-� AND FLOW DIRECTION �'
��
� "�'��"� * r•
=
x .3 .
X 238.6
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OPE
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- X 248.3
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°-
PROJECTED PERIOD OF OPERATION FOR PHASE N0. 7 ' 24s.s
■
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x 240.7
235.8 C
DECEMBER 1995 - MARCH 1996
270
X254.7%,
,,
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x
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RALEIGH, NORTH CAROLINA
�.
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NO. ISSUED FOR DATE BY APPROVED A •
S.
SHEET 23 OF 28

LEGEND
FINAL CONTOURS
•••
FLOOD PLAIN ELEV 192
ACTIVE INTERMEDIATE BERM
(SEE DETAIL 1 /G8)
EXTERIOR TOE OF
PERIMETER BERM
(SEE DETAIL 1 /G7)
LIMIT OF WASTE
EXISTING CONTOURS
••
RUN-ON DRAINAGE PATH
p .....
SWALE CENTERLINE
AND FLOW DIRECTION
.............. :::•:•:•:•:•
AREAS AT FINAL
""' "" ""
COVER GRADE
AREAS AT INTERMEDIATE ■
e
COVER GRADE
CHANNEL
(SEE DETAIL 4/EC1)
i
TRASH FILTER
(SEE DETAIL 5/EC1)
SILT FENCE
(SEE DETAIL 3/EC1) ■
e
PROJECTED PERIOD OF OPERATION FOR PHASE NO. 8
MARCH 1996 - JUNE 1996
e
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_ 1� _ RALEIGH, NORTH CAROUNA
S56 �� �6U.
Environmental. Engineers & Scientists
,QTNINRALEIGH, NORTH CAROLINA WLDERS GROVE MUNUPAL SOLD WASTE LANDFILL
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THE SCALE BAR
DATE APRIL
1994
SHOWN BELOW
H & S JOB
MEASURES ONE
NUMBER
3760
INCH LONG ON
CONTRACT
DRAWING
THE ORIGINAL
DRAWING.
NUMBER
NUMBER
1 A
P Q
SHEET 24 OF 28

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ff X
1
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PARKIN
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X 254.8
X 265.1
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240.1
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XO 247.1
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252.6
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LEGEND °°�'
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,•
X 43.1
1.
FINAL CONTOURS °° X 251.8
••• FLOOD PLAIN ELEV 192
x 259.9
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•• 00
5.4
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243.4
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267.2
263.2
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EXISTING CONTOURS W.E.
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238.1
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227.1
•• RUN-ON DRAINAGE PATH
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AND FLOW DIRECTION o a
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p� g ®
SAL UGH, NORTH CAROLINA
� ��_ -
DEPARTMENT
THE
u n SHOWN
SCALE BAR
BELOW
lDATE APRIL 1994
H& S JOB
CHECKED
Q�
-
T :�
i� \ \ I
i�..
PHASE N0. � MEASURES
INCH
ONE
LONG ON
NUMBER 3760
_
A �r9 � _ ,� ;� '1 � 9� � A
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ORIGINAL
CONTRACT BEIR
NUMBER
DRAWINGNUMBER
NUMBER
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1 REGULATORY APPROVAL 4 94
tiN
A
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H, NORTH CAROLINA
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'
N0. ISSUED FOR DATE BY APPROVED •
S.
SHEET 25 OF 28

LEGEND
1
FINAL CONTOURS
••• FLOOD PLAIN ELEV 192
ACTIVE INTERMEDIATE BERM
(SEE DETAIL 1 /G8)
EXTERIOR TOE OF
PERIMETER BERM
(SEE DETAIL 1 /G7)
LIMIT OF WASTE
EXISTING CONTOURS
•• RUN-ON DRAINAGE PATH
�_•�_ SWALE CENTERLINE
AND FLOW DIRECTION
• • . • • ...:.:....:. AREAS AT FINAL
"""••"•.'''' COVER GRADE
AREAS AT INTERMEDIATE °
■
COVER GRADE
CHANNEL
(SEE DETAIL 4/EC1)
i
TRASH FILTER
(SEE DETAIL 5/EC1)
SILT FENCE
(SEE DETAIL 3/EC1) ■
■
PROJECTED PERIOD OF OPERATION FOR PHASE NO. 10
NOVEMBER 1996 - FEBRUARY 1997
■
■
■
■
PROPERTY LINE
■
■
■
°
■
■
■
■
CP & L TRANSMISSION
RIGHT-OF-WAY
■
GRADING PLAN
it
1 100'-0"
°
■
C
X 243.7
GX 254.8 X 265.1
X / 24" OLYETHYIVE PIIPE PARKIN AREA
240.1
PARKING AREA
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PARKING AREA X 255.7 ■
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236.. 8 X 240.7
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242.4 X1 I DEBRI REA
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50' I
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X 230.8
IASIN
X 231.0
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FOR NEW HOPE RD.
DI X 231.2
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EXISTIN 6Q'234DIA CMP
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i I I I X 230.2
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I o Lr- I COMPOSTI FACILITY
I = o f
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250.1
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237.1 X X 238.9
X 233.6
\
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27 .4
27.9 X
X 263.1 I
I
THE SCALE BAR
DATE APRIL 1994
PHASE No. 10
SHOWN BELOW
MEASURES ONE
H & S JOB
NUMBER
3/60
INCH LONG ON
THE
DRAWING
CONTRACT
OPERATIONS
GRADING
PLAN
.INAL
DRAWING
NUMBER
NUMBER
1A
P1O
SHEET 26
OF 28

n
7
v
X
X 254.8
X 265.1
I_C;�
PARKIN
AREA
LEGEN D
FINAL CONTOURS
•••
FLOOD PLAIN ELEV 192
ACTIVE INTERMEDIATE BERM
(SEE DETAIL 1 /G8)
EXTERIOR TOE OF
PERIMETER BERM
(SEE DETAIL 1 /G7)
LIMIT OF WASTE
EXISTING CONTOURS
••
RUN-ON DRAINAGE PATH
�_•�_
SWALE CENTERLINE
AND FLOW DIRECTION
:•:•;•:•:•:• ..::...:.
AREAS AT FINAL
"""'.''"''''"
COVER GRADE
AREAS AT INTERMEDIATE
COVER GRADE
CHANNEL
J
(SEE DETAIL 4/EC1)
mm
TRASH FILTER
(SEE DETAIL 5/EC1)
SILT FENCE
(SEE DETAIL 3/EC1)
PROJECTED PERIOD OF OPERATION FOR PHASE NO. 11
FEBRUARY 1997 - JUNE 1997
0 '
PROPERTY LINE—\
e
a
0
a
\ 1
a�
CP & L TRANSMISSION
RIGHT—OF—WAY a
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4/94
DATE BY APPROVED
o��N sAR9� o`��N CAR p�� _ C � Y OF RALE—y gad '�' 'SUG 10RKS DEPARTMENT
E o�9 Q�oF Ess�oti RALEGH NORTH H CAROUNA
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4
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PHASE No. 11
OPLRA I JONS L.PAGING PLAN
237.1 X X 238.9 1
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X 233.6 I
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THE SCALE BAR DATE APRIL 1994 1
SHOWN BELOW H & S JOB .I
MEASURES ONE NUMBER 3760
INCH LONG ON CONTRACT DRAWING
THE ORIGINAL NUMBER NUMBER
DRAWING. ; !
1A I 1
SHEET 27 OF 28

N
X 243.7
PARKIN
AREA
X
X 254.8
X 265.1
X
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DIA CORRUGATED
PARKIN AREA
1
24°•'
PARKING AREA X 255.7 ■
POLYETHYLENE PIPE
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Q 247.1
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X 259.4 PARKING AREA x 258.4
; .......
X 251.2
PARKING AREA
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PERMANENT AC OAD
259.3
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(SEE DETAIL 1 /G8)
EXTERIOR TOE OF
X 246.8
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LIMIT OF WASTE
EXISTING CONTOURS
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240.9 ,
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PROJECTED PERIOD OF ■
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0 ERATIO 0 PHASE N 12
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GRADING PLAN
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-
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(SEE DRAWING
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EC3 1�a
191.2 /
STING DI CMP
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■
X 211.4
E STIN DIV SIO
SW E
27.9
2 .4 X 6
3.
.. o 0 DIA CMP
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DESIGNED BEK
DRAWN BEK
CHECKED
PROJ.ENGR. .1AB
o��N CARO� o��N CAR O
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L
QEN
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Environmental Engineers & Scientists
9
RALEIGH, NORTH CAROLINA
CITY OF RALEIGH PUBLIC WORKS DEPARTMENT
RALEIGH, NORTH CAROLINA
PHASE No. 12
OPERATIONS GRADING PLAN
THE SCALE BAR
SHOWN BELOW
MEASURES ONE
INCH LONG ON
THE ORIGINAL
DRAWING.
DATE APRIL 1994
H & S JOB
NUMBER 3760
WIL®ERS GROVE MUNICIPAL SOLI® WASTE LANDFILL'
TRANSITION PLAN
CONTRACT
NUMBER
1 A
DRAWING
NUMBER
Pfi'�� -
1
REGULATORY APPROVAL
4/94
N0.
ISSUED FOR
DATE
BY
APPROVED
SHEET 28 OF ZH