9301_WarrenLF_drwgs_19920109

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Permit: 93-01
Name: Warren County Sanitary Landfill
County: Warren
Shipped Date:
Box: SW-11-055
Document Type: Other (0) _
Document Date: 1/9/1992
Division: Waste Management (WM)
Sub=Division: _
- Solid Waste (SW)
Document Category: Facility (F)
Document Group: authorization or Permit (P)
Description: Map:. Maps in Roll: 6

2

EXISTING EXISTING \..
STREAM '`��__ STREAM
PROPOSED SURFACE
WATER MONITORING
SITE
10 EXISTING MONITORING rB EXISTING SEDIMENT
WELL N0.3 G2 BASIN
EXISTING MONITORING
WELL NO.4
i 325 q..............
325 k
335 .... \�
345
33� SLOPE DRAIN
;• EDGE OF BERM
SEE' -DETAIL I/G4
350 , 32
355 $
360
...........
365
375
380 i OjAy
• � 385
t 390 + oL`,
NOTES:
UTILIZE EXISTING RISER/BARREL SEDIMENT
BASIN FOR EROSION CONTROL.
2. CONSTRUCT FIRST TERRACE BEFORE
MOUNDING OPERATIONS BEGIN. SEE
DETAIL 2/G4.
h
EXISTING DIVERSION
,
CHANNEL �h
• • P
. 18 19 0 21 22
C0!1'1 FT BERM
AL NG SLOPE TO PROMOTE
/t
rT� P. DRAINAGE TO SLOPE DRAIN -
A
G2 % 36o G2
1ZI 03� o` :aH�0+30 0 M 1+'' +`
• S ROADWAY
,
o SEE R WAY
P3 24 25 26All 27 CROSS-SECTION 28 29 30
(
i � � 390 •
i
385
31 - 284t
32 33 375 7 3
120 LF 15" RCP 370
CULVERT 0 0.5%s5
i -
RIP RAP APRON 3s
SEE DETAIL 7/G4 355
............. .
35Q ................
EXISTING GRAVEL ROAD 350......•.
..................................
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o. ............_............. .. .... ...........................................................................................
.......• .....
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5 �a . EXISTING CONCRETE MONUMENT
'S 285.7 FT. TO PROPERTY LINE
LEGEND
rB
G2 EXISTING EXISTING CONTOUR
FINAL CONTOUR
PLAN
I4 GRID LOCATION
1 °=50'
DESIGNED MPH �N CAROB WARREN COUNTY THE SCALE BAR DATENOVEMBER 1991
o`� ES ' NORTH GAROLINA FINAL GRADING AND SHOWN BELOW H a� S JOB
DRAWN BRC�KMF �OF MEASURES ONE NUMBER 3ZOO
CHECKED:R CONTRACT DRAWING
INCH LONG ON
MPH 63 NUMBER: NUMBER`
�• THE ORIGINAL
PROJ.ENGR. w Environmental Engineers & Scientists EROSION CONTROL DRAWING.
EXISTING LANDFILL IA GI,
EXTENSION TO
REGULATORY APPROVAL FRT �NF RALEIGH, NORTH CAROLINA
NO. ISSUED FOR DATE BY APPROVED S. SHEET I OF 5 .

410
400
•
k
V
2 FT FINAL
COVER
390
Of
PROPOSED
GRADE
380
or
TER
RACE,
TYP
370
REMOVE AND
STOCKPILE.
TOP I FT
/
OF COVER
AS THE MOL
NDING
OPERATION
PROGRESSESEXISTING
GRADE
360
1
/
------
--------
—
350
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0+00- 0+30' 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40
SECTION "=30'
A HORIZ = 1
GI VERT- = I "=10'
410
0
o
g I REGULATORY APPR
NO. j ISSUED FOR
400
390
2 FT FINAL
COVER
PROPOSED
GRADE
CENTERUNE
OF PROPOSED,
ACCESS ROAD-
TERRACE,
TYP
REMOVE AN
STOCKPILE
TOP I FT
OF COVER AS
THE MOUNDING
OPERATION
3ROGRESSES
EXISTING
GRADE
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0+00 0+30 0+60 0+90 1+20 1+50 1+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 - 4+50 4+80 5+10 5+40 5+70 6+00
SECTION B
HORIZ = I"=30'
GI VERT = I "=I 0'
DESIGNED MPH CARR' �, WARREN COUNTY
�
DRAWVN KMF z Q4oF ESS/ffiZ AM
SA
NORTH CAROLI N A
CHECKED � ILI EN CROSS SECTIONS
PROJ.ENGR. MPH FNO E�� 44� Environmental Engineer's �l SCIeI1tIS�S
�FRT '" ° RALEIGH, NORTH CAROL INA EXTENSION TO EXISTING LANDFILL
DATE BY APPROVED S.
THE SCALE BAR
DATENOVEMBER
1991
SHOWN BELOW
MEASURES ONE
H do S JOB
NUMBER
3200
INCH LONG ON
THE ORIGINAL
DRAWING.
CONTRACT
NUMBER
IA
DRAWING
NUMBER
G2
SHEET 2
OF -5

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GRAVEL
FILTER CO z
=� oz
o z O 0
�r 0 0 8„
8"
18"s CMP 615Us
PVC
PERFORATIONS 1 " DIA
6" ON CENTERS
SECTION A
I/2"_I �-0G4
A A
G4 G4
i GRAVEL
FILTER
Flow � -- -- --- ------
ROTATED FOR --- -- --- ------
CLARITY
YARD INLET
DETAIL
I/2"=1 0-0 STD
2'-0' 40_0
— 2'-0" FILL
(TYP)
/ 2
h' SOLID WASTE
I'-0" FILL
�— SOLID WASTE (TYP)
NOTES:
I. 1% MAX LONGITUDINAL SLOPE.
TERRACE 2. 100' MAX DISTANCE BETWEEN TERRACES.
DETAIL 2
NOT TO SCALE G2
r
a
1
DESIGNED. MPH
DRAWN BRC/KMF
CHECKED
PROJ.ENGR. MPH
_►TORY APPROVAL
ISSUED FOR DATE BY APPROVED
TOP OF BERM CARRY CLASS B STONE
UP SIDES OF SPILLWAY 12" 4'-0"
MIN. MIN.
TOP ELEVATION OF STORMWATER #57 WASHED STONE 18" MIN
—-------------------------------------------------------- --- w _ x
�' 2 MAX 2 MAX a
W `r'
NOTE: CLASS B EROSION
CLEAN BASIN WHEN LENGTH SEE SEDIMENT BASIN DATA CONTROL STONE
I/2 FULL FILTER FABRIC
SECTION THRU BASIN AND FILTER
NOT TO SCALE
CARRY CLASS B STONE
UP SIDES OF SPILLWAY
WEIR LENGTH S, �FNc
(4!_0" MIN) 21 MIN 04� '
18" MIN CLASS B EROSION
CONTROL: STONE
w # 57 WASHED �j - , A/�.F�Vj'
0 2 MAX STONE /Fq,Q�
(. (3'4' MIN) FILTER FABRIC I BFR - 5'-0" MAX
SECTION THRU BERM AND FILTER \ \
NOT TO SCALE \
TEMPORARY SEDIMENT BASIN
DETAIL 3
NOT TO SCALE STD
SEDIMENT BASIN DATA
BASIN
WIDTH
(FT.)
LENGTH
(FT.)
DEPTH
(FT.)
WEIR
LENGTH
(FT.)
1
20'
35'
3'+12
12'
2
20'
35'
3''
63' 24' 3' ` 3'
/FT I /FT
, 2% 2� -� 3
3 .5'
I
12" GRAVEL
CLASS "A TYPICAL ROAD SECTION CLASs "A'
STONE 12" STONE 12"
THICK DETAIL 4 THICK
NOT TO SCALE GI
jLND
Environmental Engineers & Scientists
RALEIGH, NORTH CAROLINA
PERSPECTIVE VIEW
NOT TO SCALE
6° RIP -RAP
LINING 15° I'
THICK
3
I�CN
7'
TEMPORARY DIVERSION- SWALE
DETAIL 6
NOT TO SCALE STD
Q �I V
L J LYJ
10'-O" MAX
SILT FENCE
DETAIL 5
NOT TO SCALE STD
STEEL POST -
TOP STRAND
STAY WIRES
GALV WIRE FABRIC
0
AND FILTER FABRIC.
z m
z
z
BURY TOE OF FILTER
FABRIC A MIN OF 8"
M
N
o
w
_l
N
f0
BOTTOM STRAND
�-
GRADE LINE
\\/\
00�-
o z
N
8
MIN
SILT FENCE
SECTION
NOT TO SCALE
G4
9 FT
Z)_.�
22" CLASS BSTONE
—}
SECTION F
NOT TO SCALE �4
IS FT
F
F- - M4
ow.. :5I
V- cV _ _
------ ------
ROADWAY
DIVERSION
DITCH-�/
.ice• FLARED END SECTION WITH RIP -RAP APRON
DETAIL
NOT TO SCALE STD
WARREN COUNTY
NORTH CAROLINA
MISCELLANEOUS DETAILS
EXTENSION TO EXISTING LANDFILL
ORION
THE SCALE BAR DATENOVEMBER 1991
SHOWN BELOW H do S JOB
MEASURES ONE NUMBER 3200
INCH LONG ON CONTRACT DRAWING .
THE ORIGINAL NUMBER NUMBER
DRAWING. IA
n 4
SHEET 4 OF 5

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