0403AnsonLF_drawing_20001003

Permit:
Name: Anson County SW Management Fac.,
Const.PlanApp.
County: Anson
Shipped Date:
Box: SW-11-029
Document Type: Other (0)
Document Date: 10/3/2000
Division: Waste Management (WM)
Sub -.Division: Solid Waste (SW)
Document Category: Facility/ (F)
Document Group: Authorization or Permit (P)
Description: Map: . Maps in Roll:

s-
m1
p
♦ O TRANSMISSION
PIPING
6" 0 BUTTERFLY VALVE
LIQUID LEVEL INDICATOR
(BY TANK SUPPLIER)
10" 0 FLANGED/BLIND
SS OFFSET MIXER
MOUNTING NOZZLE
(BY TANK SUPPLIER)
4" 0 DOUBLE NOZZLE WITH
INTERNAL AND EXTERNAL 90`
ELBOW FOR AERATION LINE
fy r r �r y r r r
SUMP 7 FOR AERATION SYSTEM
PRIMARY STEEL STORAGE TANK
200,000 GALLON CAPACITY MIN.
(BY TANK SUPPLIER)
ACCESS LADDER
(BY TANK SUPPLIER)
4"0 GATE VALVE
" PIPE TAB
WITH HOSE BIB—
JOINT SEALANT 4
1
EXP, JT. FILTER BOND BREAKER
6" WATER STOP GREASE ROD
REINFORCEMENT INSIDE PIPE
NOT SHOWN ,�-- 1 " MIN. VOID
"O GALVANIZED SMOOTH
ROD x 3'-0" LONG AT 2'-0" " I.D. STEEL PIPE x 1'-7"
Q.C. STAGGERED EACH SIDE LONG CLOSE END TO PREVENT
CONCRETE INTRUSION
THICKNESS AS
SHOWN ON DWGS,
JOINT2 EXPANSION
N.T.S.
•
0' ANGLES OVER SECONDARY
CONTAINMENT WALL
♦ P'•
6" 0 TRANSMISSION
% PIPING
45® ANGLE AT
TANK TOP
6" 0 BUTTERFLY
VALVE
6" 0 OVERFLOW PIPING
(10' MAXIMUM DISTANCE)
BY CONTRACTOR
SUPPLEMENTARY STEEL STORAGE TANK
200,000 GAL. CAPACITY MIN.
(BY TANK SUPPLIER)
2" 0 INLET
CONNECTION
<-®- 2" 0 PIPE
X4"O
LEXIBLE HOSE WITH 4"0 OPW
END CONNECTIONS CONNECTEO
TRANSFER PUMP
6" 0 OVERFLOW OUTLET
- (PIPE WITH FLAP TO FLOOR
BY CONTRACTOR)
SUMP
ACCESS LADDER
24" 0 ACCESS MANWAY
(BY TANK
SUPPLIER)
TOP OF TANK
FOUNDATION
SHOULD BE MINIMUM
6"
4" 0 GATE
ABOVE FLOOR
OF SECONDARY
VALVE
CONTAINMENT
AREA
4" 0 PIPE
N
" PIPE TAB WITH HOSE BIB
4" A CHECK VALVE
NO
4"0 BUTTERFLY VALVE
4" 0 OPW CONNECTION 4" 0 BUTTERFLY 4" 0 FLOW METER (IN -LINE) SEE NOTE 4
CONTROL VALVE
CENTER
4" 0 PIPE (MIN • . MIN.
4" 0 OPW CONNECTION ) f )
7>_Q99 ` 1 Q9_Qf8
a 4" 0 PIPE TO SEWER
° (BY EARTHWORK CONTRACTOR)
s ,
a °
5,_0» 4 a PROVIDE SUBMERSIBLE
SUMP PUMP EQUIPPED
a GWITH AUTOMATIC FLOAT
a SWITCH AND CHECK VALVE
(25 GPM) a
4
a a 3a_Q$l a a
a, a
a 3'-0„ d 4
a
Q 4 a.
°
q
4 4
4 n 4 a
CONTAINMENT TANK PLAN
N.T.S.
mlva r w #r
THICKNESS AS
SHOWN ON DWGS.
EXP. JT. FILTER
e
S[ At AAI"r
MINICELL BACKER
" FOR T< 1 "
FOR T>1"
WORK THIS DETAIL y `
WATER
r O'" INSTALLED BY OTHERS AT
FOUNDATION.TANK
EXPANSION JT. FILLER—`
WHERE REQUIRED T
�JOINT SEALANT
N.T.S.
♦
�,r,--- DETAIL/CROSS—SECTION
-'` DESIGNATION
4
1
SHEET WHERE DETAIL/
CROSS—SECTION IS LOCATED
p
NOTES:,
1,.. WORK THIS SET WITH THE STRUCTURAL TANK DRAWINGS AND
CALCULATIONS PROVIDED BY THE TANK MANUFACTURER.
2. ALL PROCESS PIPING NECESSARY FOR TANK OPERATIONS SHALL
BE PLACED UP AND OVER THE CONTAINMENT WALL, NOT
THROUGH.
3. REFERENCED ELEVATION AT THE TOP OF TANK FOUNDATION IS
1 QQ,QQ (ASSUMED).
4. FLOW METER SHALL BE SITUATED SUCH THAT ALL FITTINGS,
VALVES, TURNS, OR OTHER APPURTENANCES ARE A MINIMUM
OF TEN (10) PIPE DIAMETERS (NOMINAL) FROM BOTH THE
INLET AND OUTLET OF THE METER.
5. TANK FOUNDATION DIMENSION AS ILLUSTRATED IS 36'0.
ACTUAL TANK FOUNDATION DIMENSION SHALL BE AS REQUIRED
BY THE TANK MANUFACTURER.
6 THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS
ILLUSTRATED ON THIS DRAWING UNLESS OTHERWISE NOTED.
THIS INCLUDES ALL PIPING AND FITTINGS TO BE CONNECTED
TO `THE TANK PENETRATIONS.
7. ALL TANK PENETRATION TO BE PERFORMED BY THE TANK
MANUFACTURER.
8. ALL SITE SAFETY IS THE RESPONSIBILITY OF THE CON•
THE CONTRACTOR SHALL COMPLY WITH ALL TERMS AND
CONDMONS OF THE CONSTRUCTION DOCUMENTS INCWDING
LIMITED TO ALL OCCUPA11ONAL SAFETY AND HEALTH
R 0 V E D
ADMINISTRATIONNOT
AND ALL OTHER RULES, STATE,
A P P
AND FEDERAL RULES AND REGULATIONS REGARDSAFETY AS
'NG
!VISION OF SOLID ASTE MANAGEMENT
THEY RELATE TO ALL CONSTRUCTION ACTMTIES ON SITE AS
T ` BY -
•
NOTES:
REINFORCEMENT 1. PROVIDE Q ELEVATED SLABS
NOT SHOWN & STRUCTURAL SLABS ON GRADE.
4 JOINT SEALANT 2. SEALANT NOT REQUIRED ON
1 UNDERSIDE OF SLABS ON GRADE.
N.T.S.
Gl
e AAj S. s
lleefeteets��'4
ALINES do ASSOCIATES, INC.
CONSULTING ENGINEERS
111 COMMONWEALTH COURT
SUITE 104
CARY, NC 27511
(919) 319-1 187
r �►'
DESCRIPTION
'PROJECT NO:R97-875H:6::8�?-.�'CAD: WRB 08/08/00
i`• DRAWINGS
COUNTYANSON • r WASTE
MANAGEMENT FACILITY
SHEET TITLE -
CONTAINMENT TANK PLAN
AND DETAILS (SHEET 1 OF 2)
]FDRAWING NO.
r. DEVELO�� r MENTi; r
CHAMBERS
OF NORTH CAROLINA, -INC,

ADDITIONAL #5 @ 8
ALTERNATE WITH MAIN 4"0 GATE VALVE WITH LOCK
HORIZONTAL REINFORCEMENT J AND EXTENSION, EXTEND PIPE
(TYPE. 4 CORNERS) DAYLIGHT TO RIP RAP OUTLET
STRUCTURE ON SLOPE.
i
CONTAINMENT
C—Ot$ rl 3" CLEARANCE
3" (N0M.) #4 @ 18" O.C. CONT. BOT. (TYP)
KEY #4 Q 48" O.C.
#4 @ 12" E.W. 2" CLEARANCE
6"
12" rr����`\00000 r
4" COMPACTED GRAVEL ON
3" PREPARED SUBGRADE
i . � BY CONTRACTOR
4"
COMPACTED
PaD GRAVEL
PREPARED
r . CONTRACTOR
,y i , .i
I* ! • y •
it is lt. ...
TOP OF r T
♦•
ALUMINUM GRATING
FRAMEWITH
•
.50
• AT WALL)
/ - �
-
ALL
AROUND
•
i
ALL
AROUND
TENSION LAP SPLICE LENGTHS FOR GRADE 60 REINFORCING
BAR
,000 psi CONCRETE
BAR
4,000 psi CONCRETE
SIZE
TOP BARS**
OTHER BARS
SIZE
TOP BARS**
OTHER BARS
A
B
A
B
A
B
A
B
3
22
28
17
22
#3
19
24
15
1
#4
29
37
22
29
#4
25
32
19
25
#5
36
47
28
36
#5
31
40
24
31
#6
43
56
33
43
#6
37
48
29
37
#7
63
81
48
63
#7
54
70
42
54
#8
72
93
55
72
#8
62
80
48
62
#9
81
105
62
81
#9
70
91
54
70
#10
91
118
70
91
#10
79
102
61
79
#11
101
131
78
101
#11
87
113
67
87
*REF. ACI 318-95 FOR NORMAL WEIGHT CONC. AND CASE 1 COVER AND SPAC. REQ.S.
**TOP BARS ARE HORIZONTAL BARS W/MORE THAN 12 INCHES OF CONCRETE CAST BELOW THE BARS.
SLOPE SLAB TO PROMOTE POSITIVE
DRAINAGE SUMP. TOP
OF SUMP
TO BE 12" LOWER THAN TOP OF
TANK FOUNDATION.
3'x3'x3' SUMP 1 2
TOP OF SUMP EL. 99.0 2
TYPICAL WALL CORNER 3
REINFORCING 2
i
111
-i y
,
••
■► i 001011
aqi
I Zia M e ■ ,
lillfftll*-Ilf--3t�l-til-VA-,W�tmtkK--hlr-&i�-
r)ATF.c
112rS.
teee4`�`
go. give*
ALMES
a. ASSOCIATES,
CONSULTING•
111 COMMONWEALTH COURT
SUITE #1
''
r r
.-- DETAIL/CROSS—SECTION
DESIGNATION
3
1
SHEET WHERE DETAIL/
CROSS—SECTION IS LOCATED
2. ALL PROCESS PIPING NECESSARY FOR TANK OPERATIONS
SHALL BE PLACED UP AND OVER THE CONTAINMENT WALL,
# THROUGH.
ENTRAINMENT3. REFERENCED ELEVATION AT THE TOP OF TANK FOUNDATION
IS 100.00 (ASSUMED). PROVIDE CONCRETE WITH 5% AIR
AND i RATIO/MINIMUM
COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS:
PIPE ENCASEMENT,
CONCRETEa ## PSI
UNREINFORCED FOUNDATIONS,
SIDEWALKS ON GRADE PSI
OTHER STRUCTURAL CONCRETE 0.50�4"Ooo PSI
4. PROVIDE REINFORCING - . D
60, PROVIDE WELDED WIRE FABRIC CONFORMING TO ASTV
Al 85.
DRAWINGS,
i. FOR ALL REINFORCING SPLICES NOT OTHERWISE NOTED ON
PROVIDE CLASS w TENSIONr SPLICES FOR
TOP BARS OR OTHER BARS AS APPLICABLE. TOP BARS ARA
ANY HORIZONTAL BAR
PLACED
1. Y. MORE y
FRESHOF CONCRETE aST IN THE MEMBER BELOW
ter•. HORIZONTAL BARS IN WALLSD NOT BE
CONSIDERED TOP BARS.
i yr DETERMINE LAP LENGTHS BY
LARGER SIZE OF B.* TO BE -
• a r - a s
—A 0AR-14rdwILMNIMpi
DESCRIPTION
jPROJECT:
PERMIT RAWINGS
II
ANSON COUNTY SOLID WASTE
� MANAGEMENT FACILITY
Alm SHEET TITLE:
CONTAINMENT TANK PLAN
AND DETAILS (SHEET 2 OF 2)
AWIN NO.
CHAMBERS r