7202_PerquimLF_groundwater_20241105

�•�- gR1Uc�G "- I
PERRY S I I
60'RW I I
JULIAN WINSLOW \
D.B. 61, P. 5
87' FROM PL
TO EOP OF SR 1202 RIVER
h-LANDFILL LIMITS
30,
COMPACTED SAND/CLAY
GRADE' POINT 5
EXIST GROUND GRADE POINT I LANDFILL
y4q VPp.
EXIST. GROUND
VAR. - +i+- 6'-+I+ 5' 20' SERVICE RD.5' is VA" �I EROSION CONTROL BERM
K
PROP. LANDFILL EXPANSION
APPROX. 200 AC. FT. VOLUME (NOT INCL. FINAL COVER)
ELEV 825
0
0 VAR. VAR.
MIN MIN
PP sz
TYPICAL X-SECTION ( SERVICE RD.)
d J
OH-E NOT TO SCALE S
Iil
� I 48.0 ELEV 48.0
300'f EXIST. LANDFILL (MARCH 1989) PAY $
APPROX. 300'
(SEE SITE PLAN)
E . I a Y �/Z_ z _z_ 1-
SERVICE RD. EXIST. GRD. O 38.0
SER. RD.I I
3:1 SLOPE (v
EXIST. MONITORING WELL #3 _
I - I PROP. BORROW PIT
I I ?0 ELEV. TOP OF WELL CASING = 25.85 1 9oF (FOR COVER MAT L.)
VE AREA OF LJINDFlLL MARCH 1989
BORROW PIT ( >
22 I I I 0 R FINAL COVER ELEV. WATER LEVEL (10-26-89)= 16.42 o ELEV. TO 1&0 � �V
I 1 I WOODS SITE PLAN)
PP � ® P TH OF 2 FEET Zk � ?a _ -
24 22 -- SECTION B-B (PROPOSED LANDFILL &BORROW PIT
o� 28 --� N . T. S .
I' 24
MOBIL HOME 1► r FILL.
1 EXIST. NEW SOIL - __ __ ----
BORING (P-2) --- I I
1 _
MET SHED i r ------ ------ '
1 EXIST. NEW SOIL o - 2e EX. SOIL ' I
F.F. 25.76 BORING (P-1) to BORING 3
-
1
28 1 �. , 1 .
28 -
ti � o ; 24 � tC 1971
v 28
, r
, r
z ' WOODS THE LANDFILL EXPAN. SHOWN BELOW HAS A /
r ' 28 SURFACE AREA OF APPROX. 18 ACRES; A
Q FINAL CAP ® DEPTH OF 2' WILL REQUIRE
Ir ; 50,E (18 AC.X 2'
DEPTH)=3 AC.FT. OF MAT'L. /
1 ,
THE 4.5 AC. SITE SHOWN HERE WILL PROVIDE - •
,r ► 36 AC. FT. OF COVER MAT'L. ® A DEPTH OF
AMY VAN
WINSLOW
m ! EX MONITORING WE 2 EV. TOP OF CASING = 30.08 8 FEET (OR APPROX. 58,000 CU. YDS.)
r _ �� / l �' • -
( f ELEV. WATE L(10-26-89 = 19.66
I B / ��i/�• •- 0 t
ELEV. TOP OF WELL CASING = a6.94
I PROP. ROADSIDE DRAINAGE FLOW (TYP.) ELEV. WATER LEVEL ('fO-26-89) =19.04
I ----------------------- - EX
SOIL
-------------------------- ----
LL
EXIST. HAUL RD. PROP. 0' 18' CMP REQb. , BORING
iMARCH
;.
-----------------------
TOP OF HILL (MARCH '89) A - D.B. 61, P. 5
50 - o �� boa
cn \
_ 1,� �\ ' • WOODS
Z \ \ EXIST,MONITORING WELL J
L` �` ELEV. TOP OF WELL CASING = 32.95 EXIST. DBL: LINE OF 18" PIPE
55
WOODS/HE E w38
�\ ` ELEV. WATER LEVEL (10-26-89)= 20.60 INV. IN =18.5+ INV. OUT =17.6+
EXIST. SILTATION PIT.
O \ ,�
TOTAL LANDFILL V LU M E = 200 A : FT. I SOIBORIL
60 w 5% FINISHED SLOPE
co O to OO
CO FL 62.5 O I * - ... ... ... ...i
rto 38ccQ� EXIST. CANAL '
1 / �C ~ Ili O t
5% FINISHED SL PE w `n `n I
'DOD I ! PROP."20'.`: SERVICE RD',,-,; I
ti o� 30' 60
1050' TOE TO TOE
LIMITS OF LANDFILL EXPANSI 1 I I
a
2 / 55-J I I IJ
111--
o I 5 EXIST. LANDFILLED AREA I' I
D w w k0 I _I
"PT. cn I V) i I
42PT-
EXIST.I I l a l
1 - ` _Z w I N I
WE 1 50 - L`' N
ELEV. TOP OF WELL CASING= 35. (;'•. \�
ELEV. WATER LEVEL - 27,50
0 If
I I I
" ae $ PROP. 20' SERVICE -R
60 - 18 CMP REQ'D \ ` 46 I I I I
�_ --- --- - - - - 38 I I I I
EXIST. SPOIL MAIL -�- ... ... ... I I
• --- - - - - - - - - - - - - - - - � I I - _ .. .�. - . ' .. • - - • _ HIGH FfT ,. . • - .,,: -- _.- .
OP. 70'-18' CMP REQb i PROP. ROADSIDE DRAINAGE FLOW (IYP.) I I
3WOODS _J.. _, PROP. 85'-18' CMP REQ'D
EXIST. NEW SOIL \-- ---- -- -------------------------------------------------------- -- --
/ BORING (B-1)----------------------- go' --- EXIST_-- MAT------------------------------------------------------ I
r... ... ... ... ... ... ... ... ... ... ... .. ...�
I 1 PROPOSED 100; - 18" CMP REQ,D
' (INV. TOMATCH
BOTTOM OF
PROPOSED BORROW PIT
PRO OSED I I = (FOR DAILY COVER MAT'L.) EXIST. NEW SOIL-41
DE O LI ION WOODS s APPROX. 63 AC. FT. OF DAILY COVER WOODS BORING (B-4)
EX ST. NEW SOIL MAT'L. REQ'D. FOR LANDFILL EXPAN. I
RIP FAP I B RING (B-2) AS SHOWN. (NOT INCL. FINAL COVER) A9
R E A I NOTE: THE PROP. BORROW PIT WILL
PROVIDE APPROX. 103 AC.FT. OF EXIST. NEW SOIL-�,
N I I MAT'L. AT THE LENGTH, WIDTH, & BORING (B-3)
225' 145' 50.00' .DEPTH AS SHOWN ON SITE PLAN... _ .. ... ...
W•
BUFFER B
THOMAS W. CHAPPELL M.B. 2, P. 234
250'
A i
V
Q'
4b
LL
O
THOMAS W. CHAPPELL
M.B. 2, P. 234
,
BOTTOM ELEV. - 26.0
VICINITY
Ala I
.r A u
:o
O IOOt t�o�
50'
36.70• 1707
BUFFER
94
�' s. 1
707
W R �,
� t '1Go„roo , 1001
` �_�_ •• 17? 1199
I n. ` S1 TE,► b,t
- - - 70 "C 3.FA l7➢Il •�
07
1291
•r ^ Il29
o 1
lilt
�-
PROP. LANDFILL EXPANSION
• NOTE: BERM HEIGHTS OF 4"±' USED IN LIEU
OF 8' TO REDUCE AMOUNT OF COVER
rL
MAT'L NEEDED TO CONSTRUCT BERMS.
2nd SET OF BERMS I �Q'D
ELEV 62.5
TO REACH TOP OF 8'- LIFT
a
MIN. 2' FINAL COVER
- ELEV 48.0
(TOP OF BERM)
(-
TYP. OUTSIDE BERM O • 4'± HIGH
T
11 I
w/2' TOP, 3:1 OUTSIDE SLOPE
8'_ LIFT
TEMP. INSIDE 13ERM O 04'- L S. __ _L _
X
& 1:1 INSIDE SLOPE
HIGH w/1:1 SLOPES X X X
4•+
------
----- ------
--- --
8'
----
-
18±
----------
ACCESS RD.
SECTION A -A (START-UP & CONTAINMENT BERM)
N.T.S.
O BORING 1 O BORING 2
INDEX SOILS DEPTH INDEX SOILS DEPTH
4 SANDY LOAM 0-3 FT. SM-SC L RD.
•-- --
1 LOAMY SAND 0-3.5 FT. EXIST. _HAU
2 SANDY LOAM 3.5-5.0 FT. SM-SC 5 SANDY CLAY LOAM 3-9 FT. SCSANDYCLAY LOAM
FT SO
3 LOAMY SAND 5.0 + FT 8 & GAMY SAND 9-10-T-
I
I
l i t I l i t i l i t I 1 i t
© t l I I I I I 1 I I
I I I I I I 1 I I
O BORING 3 x 1 1 1 I I
I I I I I I 1 I
0 1 I I I I I 1 I I
INDEX SOILS DEPTH 1 I I I I I I 1 I
d l- 1- 1 I I
7 LOAMY FINE SAND 0-4.5 FT. A I I I I I A:
I I I I 1
8 SANDY LOAM 4.5-5.0 FT. SM-SC
9 CLAY 5.0-7.5 FT. CL-SC
10 SANDY LOAM 7.5-10.0 FT. SM-SC TO SC I I I t l I i t It I t l t l
11 SANDY CLAY LOAM 10.5-14.0 FT. CL-SC I I I I I I I I
12 LOAMY SAND 14.0 + FT. I I I I I I I I I I
& SAND I I I I I I I I I •I I I I I I I I I
IN THE PUTRESCIBLE AREA FILL IS TO BE STARTED BY CREATING A RAMP
NOT TO EXCEED 15%), SO REFUSE CAN BE UNLOADED USING THE 'END DUMP' I I I I I I I I I 1
METHOD. (RAMP TO BE LENGTHENED TO MAINTAIN 15% SLOPE AS THE NUMBER I I I I I 1 I I I 1
OF VERTICAL LIFTS OF 8' ARE INCREASED.) I t l I I I I I I I
OF EACH SUB -CELL LIFT TO HAVE A MAXIMUM OPERATIONAL (WORKING) FACE j I Jj l I I I I I I I
l i I t l l l I I 1
® CONTAINMENT BERM - 50' MINIMUM LENGTH, 4 HIGH, WITH SLOPES AS STEEP I I t l I I I t I I 1
AS MATERIAL WILL ALLOW. (PURPOSE OF THESE ARE TO DELINEATE ACTIVE FACE &
PREVENT REFUSE FROM SCATTERING DUE TO WIND.)
® FlLL DIRECTION; SUB -CELL LIFTS TO BE COMPLETED IN DIRECTION AS SHOWN ON OP' 0 SER -�` t I
DETAIL FOR EACH VERTICAL LIFT OF 8' (FILL DIRECTION USING THE 'LOOPING 1 I
METHOD' ALLOWS OUTSIDE 3:1 SLOPES TO BE CONSTRUCTED WHEN NEEDED, AND
SHOULD BE USED ON ALL OTHER CELLS AND PHASES ALSO.)
DRAINAGE DITCHES TO BE CONSTRUCTED AS SHOWN ON TYPICAL SERVICE ROAD
X-SECTION, AS NEEDED TO PROPERLY DRAIN SURFACE WATER AWAY FROM LANDFILL
AREA. DETAIL OF START-UP PROCEDURE & FILL SEQUENCE
N.T.S.
GENERAL rAINTENANCF_REOUIREMENTE;
1.
SOLID WASTE SHALL BE RESTRICTED TO THE SMALLES i
5.
ADEQUATE ON -SITE ERUSI0 I c=t,.LL BE
AREA FEASIBLE AND COMPACTED AS DENSELY A7
PRACTICED.
PRACTICAL INTO CELLS. A PROPER SLPEE ON Ti,E
WORKING FACE SHALL BE MAINTAINED.
6.
AN ATTENDANT SHALL BE ON DUTY, AT THE SITE, AT ALL
TIMES WHILE IT IS OPEN FOR PUS.LIC .ESE TO ASSURE
2.
SOLID WASTE SHALL BE COVERED AFTER EACH DAY G=
COMPLIANCE WITH OPE.AATION RE,.1UIREt:ci4T5 A;iD TO
OPERATION, WITH A COMPACTED LAYER OF AT LEAST _;IX
ENTRANCE OF HAZARDOUS WASTE ONTO THE
INCHES OF SUITABLE COVER.
rei_VENT ,rr',.'F
SITE.
3.
WITHIN ONE MONTH AFTER FINAL TERMINATION OF
�•
OPERATE WATER SHALL 9E DIVERTED FROM THE
DISPOSAL OPERATIONS AT THE SITE OR A MAJOR PART
OPERATIONAL AREA.
THEREOF OR UPON REVOCATION OF A PERMIT, THE APEA
SHALL BE COVERED WITH AT_ LEAST TWO FEET OF
SPOILED FOODS, ANIMAL CARCASSES,, ABATTOIR WASTE,
SUITABLE COMPACTED EARTH ADEQUATELY SLOPED TO
HATCHERY WASTE AND OTHER ANIMAL WASTE DELIVERED TO
ALLOW SURFACE WATER RUNOFF IN A CONTROLLED MANNER
THE DISPDSAL SITE BE KEPT SEPARATE FROM OTHER
WITHOUT- EXCESSIVE OFF -SITE EROSION AND OFF-ZITE
SOLID WASTE, AND SHALL BE COMPACTED AND COVE.iED
SILTATION. THE DIVISION OF HEALTH SERVICES MAY
IMMEDIATELY.
REQUIRE FURTHER ACTION TO BE TAKEN IN ORDER TO
CORRECT ANY CONDITION WHICH IS OR MAY BECOME
9'
INJURIOUS TO THE PUBLIC HEALTH.
NO HAZARDOUS OR LIUJID WA5TES SHALL BE ACCEPTED OR
DISPOSED OF IN A SANITARY LANDFILL rXrEPT AS MAY
4.
THE FINISHED SURFACE OF THE FILLED AREA SHALL BE
BE PERMITTED BY THE DIVISION Or HEALTH SERVICES.
SEEDED WITH NATIVE GRASSES OR OTHER SUITABLE
10,
VEGETATION IMMEDIATELY UPON COMPLETION OR AS SOON
APPROPRIATE 11ETHODS SUCH AS FENCING AND DIKING
RI TE METHOVIDED
AS PRACTICAL BUT NO LATER THAN THIRTY WORKING
SHILL TO CONFINE MATERIAL SUBJECT TO
DAYS. IF NECESSARY. SEEDED SLOPES SHALL
BE "BLOWN BY THE WIND WITHIN TIA AREA. ALL
COVERED WITH STRAW OR SIMILAR MATERIAL TO PRE'vF_NT
NT
WINDBLOWN MATERIAL RESULTING FROM THE OPLRATI'''14
EROSION.
SHALL BE COLLECTED AND RETURNED TO THE AREA BY THE
ATTENDANT.
REV.
DATE:
OCT.
31, 1989
REV.
DATE:
SEPT.
11,1989
GRAPHIC SCALD SITE PLAN
50 0 25 50 100 _200
(IN FEET) FOR
1 Inch _ 100 feet PER CCU I M AN S - CH OWAN - GATES
REV. 5-3-89 Lb NDFILL
BELVIDERE TOWNSI•rlp PERQUIMANS COUNTY
���.•� CARQ/•,, NORTr I CAROLINA
'Vc', �o4 s�ioti �2' MAwO.mCW P(pja1T
9! 9 SURVEYED -4-12-89
DESIGNED DRAWN CHECKED
6 C - C.S.S. R.L.S. (� McDOWELL & ASSOCIATES, P.A.
�•�• `� f+G,Wf.i. Surf .l..5
'•ENGINE APPROVED DATE SCALE Post Office Box 391
�4,•�,,IBo
41C D'O, `,�, R.L.S. 5 - 15- 88 1��100 01
Tz4. hx 20
City. N C 27909
PROJ. NO. FILE NO. SHEET (919- 138-4161
i 100-178 8- 100 - 17 0 1 OF 1