HomeMy WebLinkAboutEngineer Plans - 2001k:
NOVEMBER
14, 2000
PERC.
SC#2
TEST PIT
BSC#33 TEST
PIT BSC#4
)2.2
GRD. EL.
105.2 GRD.
EL, 110.2
3.4
ADJ. GW, EL.
N A - ADJ. GW.
EL. N A-
138'
EL=92.7
L -9L2
144"
SANDY LOAM
10 4/2
B EL:104.2
)SANDY LOAM
10yr 4/4
Cl EL -101.9
MEDIUM SAND
2.5yr 6/4
C2 EL -93.7
COMPACT COARSE
SAND/BOG IRON
2.5yr 3/1
NO GW. OBSERVED
9"
24"
78"
72"
LOAMY SAND
10YR3 3
EL=93.2 "'
B
PERC.
LOAMY SAND
DATE:
2.5Y6/6
107.Rs'
Cl EL=IM2'
MEDIUM SAND
7/3/01
2.5YR5/4
r�
EL -1
TEST BY:
M
MEDIUM SAND
;OUP, INC.
2.5YR6/3
THE BSC GROUP, INC.
NO GW. OBSERVE
IY:
SEPTIC TANK DETAIL: 1,500 GALLON
NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5, INLET AND OUTLET TEES TO BE CAST IRON,
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
2, SEPTIC TANK TO WITHSTAND H-10 LOADING. TEES TO BE CENTERED UNDER MANHOLE COVER.
3. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
4. FILL ALL UNUSED KNOCKOUTS WITH 2-24" DIA CONCRETE MANHOLES
MORTAR. W/ METAL HANDLES BROUGHT
10'-6"
PLAN VIEW
TO 6" OF FINISH GRADE
TEE TO BE UNDER 12" MIN. -36" MAX.
M.H. OPENING COVER
RAISE M.H W,L-�.
SEWER BRICK-
' & MORTAR -
NORMAI. WATER LEVEL 12"
a3-
10" 14"
INLET TEE
5'-2- I 4'-6" 4'-0" MIN. w em O
? - LIQUID DEPTH ( caHtrtoLi
5'-8" z
L�° BOTTOM ON LEVEL STABLE BASE
6" MIN. 3/4" TO-1"~*'W CROSS-SECTION VIEW
1 1/2" STONE
i
;ONCRETE BOUND 104.34' /
/91
FIRST PIPE LENGTH
VERS TG WITHIN ±D BE SET LEVEL p �
SHED GRADE. // FOR MIN. 2' 0j
FINISH GRADE o`o
EL=110.0'x110.2' h
,0 / T- A. PVC LEACHING CHAMBEK, �[
SCH 40 / �0 v�G
5 OUTLEA I G ��' 0
DIST. BOX H O� J
I= F IB
5.0 SEPERATION 9p 0
G
9 EST. HIGH GROUNDWATER
��
J �F
EL=93.2 "'
EL=96.7
PERC.
INDICATES
DATE:
DATE:
107.Rs'
irf[VUIYU WA
11/14/00
7/3/01
v
r�
TEST BY:
TEST BY:
ESTIMATED
;OUP, INC.
THE BSC GROUP, INC.
THE BSC GROUP, INC.
GROUND WATER
IY:
WITNESSED BY:
WITNESSED BY:
DESIGN PERC. RAT
ZONE
AMY vnN HONE
AMY VON HONE
RATE --0.74 _ G.P.D/S.F.
PASS No_ 50 SIEVE
PERC. RATE:
PERC. RATE:
4 GPD/SF = 744 S,F,
/INCH
- 2 MIN./INCH
<-MIN./INCH
7. EXISTING UTILITIES WHERE SHOWN
TOR
SOIL EVALUATOR
SOIL EVALUATOR
20'
JTRUC110N ACTIVITY 'KITH DIG -SAFE
CRAIG FIELD
CRAIG FIELD
EXISTING UTILITY SYSTEM IN SERVICE.
S.F-
SOIL CLASS:
SOIL CLASS:
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
1
1
DISTRICT - ZONE Ii:
NONE
L.T.A.R.
L.T.A.R.
LOCATION AND INVERTS OF UTILITIES
/SQ.FT.
n,7a G.P.D./SO.FT.
0,74 G.P.D./SC�.FT.
DATED 6/17/86,
PLAN VIEW
TO 6" OF FINISH GRADE
TEE TO BE UNDER 12" MIN. -36" MAX.
M.H. OPENING COVER
RAISE M.H W,L-�.
SEWER BRICK-
' & MORTAR -
NORMAI. WATER LEVEL 12"
a3-
10" 14"
INLET TEE
5'-2- I 4'-6" 4'-0" MIN. w em O
? - LIQUID DEPTH ( caHtrtoLi
5'-8" z
L�° BOTTOM ON LEVEL STABLE BASE
6" MIN. 3/4" TO-1"~*'W CROSS-SECTION VIEW
1 1/2" STONE
i
;ONCRETE BOUND 104.34' /
/91
FIRST PIPE LENGTH
VERS TG WITHIN ±D BE SET LEVEL p �
SHED GRADE. // FOR MIN. 2' 0j
FINISH GRADE o`o
EL=110.0'x110.2' h
,0 / T- A. PVC LEACHING CHAMBEK, �[
SCH 40 / �0 v�G
5 OUTLEA I G ��' 0
DIST. BOX H O� J
I= F IB
5.0 SEPERATION 9p 0
G
9 EST. HIGH GROUNDWATER
��
J �F
INDICATES
-
PERC.
INDICATES
TEST
OBSERVED
107.Rs'
irf[VUIYU WA
K (OUT)
107.60'
v
r�
INDICATES
INDICATES
ESTIMATED
UNSUITABLE
SEASONAL HIGH
MATERIAL
GROUND WATER
PLAN VIEW
TO 6" OF FINISH GRADE
TEE TO BE UNDER 12" MIN. -36" MAX.
M.H. OPENING COVER
RAISE M.H W,L-�.
SEWER BRICK-
' & MORTAR -
NORMAI. WATER LEVEL 12"
a3-
10" 14"
INLET TEE
5'-2- I 4'-6" 4'-0" MIN. w em O
? - LIQUID DEPTH ( caHtrtoLi
5'-8" z
L�° BOTTOM ON LEVEL STABLE BASE
6" MIN. 3/4" TO-1"~*'W CROSS-SECTION VIEW
1 1/2" STONE
i
;ONCRETE BOUND 104.34' /
/91
FIRST PIPE LENGTH
VERS TG WITHIN ±D BE SET LEVEL p �
SHED GRADE. // FOR MIN. 2' 0j
FINISH GRADE o`o
EL=110.0'x110.2' h
,0 / T- A. PVC LEACHING CHAMBEK, �[
SCH 40 / �0 v�G
5 OUTLEA I G ��' 0
DIST. BOX H O� J
I= F IB
5.0 SEPERATION 9p 0
G
9 EST. HIGH GROUNDWATER
��
J �F
UILI I T:
106.8' G
104.8' H
)N TP#1) 99.8' J
3TED:
DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE
NO. OF OUTLETS 5 1- 37.5'
114.0"
A
& SEED DISTURBED AREAS
108.45'
B
IK (IN)
107.Rs'
C
K (OUT)
107.60'
D
;IN)
107.07'
E
;OUT)
106.9'
F
UILI I T:
106.8' G
104.8' H
)N TP#1) 99.8' J
3TED:
DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE
NO. OF OUTLETS 5 1- 37.5'
�•� 0 O OO OO Opel ped
3" ab4°b e�,°bsb°fib ° L '" 4. ALL PIPE CONNECTIONS AND CONCRETE
4" BOTTOM ON LEVEL /l�`dZ CONSTRUCTION SHALL BE WATERTIGHT. 2% MIN SLOPE
j STABLE BASE 6" MIN. 3/4" TO
jL�tl- 1 1/2" CRUSHED3/4-, M
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. AX.
CROSS-SECTION STONE BASE
4'19"
5-4" 151/2"
l
1- 1
/^ O
0b
J MCL
Z
^d
MAP 112
(PORTION OF) PARCEL 25
.2 ,
(TOWN WATER)
07,
6+i
TO BE
30 1/2'
PRECAST DIST.
BOX
i
_ T T
7 1/4
PLAN VIEW
FINISHED GRADE
LOAi
& SEED DISTURBED AREAS
PACTED MILL 36" MAXIMUM 12"MINIMUM
l 0 0 0 0
00 00
EMOVABLE
OVER
--i
550 X 2007
2" WALLS
NOTES:
BEDROO D
.ay•'.a
6.5
WELLING
2"
Pic 9AmnEa
15"
1
1. DIST. BOX TO WITHSTAND H-10 LOADING.
2. PROVIDE INLET TEE OR BAFFLE WHERE
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
IN PUMPED SYSTEM.
3. FIRST TWO FEET OF PIPE OUT OF DIST.
BOX TO BE LAID LEVEL.
00
v• �.a a ••ir:¢.;..+
4" PVC
PIPE
I
c
5" OUTLETS a
T
T
8"
of
�•� 0 O OO OO Opel ped
3" ab4°b e�,°bsb°fib ° L '" 4. ALL PIPE CONNECTIONS AND CONCRETE
4" BOTTOM ON LEVEL /l�`dZ CONSTRUCTION SHALL BE WATERTIGHT. 2% MIN SLOPE
j STABLE BASE 6" MIN. 3/4" TO
jL�tl- 1 1/2" CRUSHED3/4-, M
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. AX.
CROSS-SECTION STONE BASE
4'19"
5-4" 151/2"
l
1- 1
/^ O
0b
J MCL
Z
^d
MAP 112
(PORTION OF) PARCEL 25
.2 ,
(TOWN WATER)
07,
6+i
TO BE
30 1/2'
PRECAST DIST.
BOX
i
_ T T
7 1/4
PLAN VIEW
N VIEW - LEACHING CHAMBE
LOAi
& SEED DISTURBED AREAS
PACTED MILL 36" MAXIMUM 12"MINIMUM
l 0 0 0 0
00 00
-
DISPOSAL FACILITY ONLY.
550 X 2007
or
S \
BEDROO D
5 UNITS
WELLING
0• \
T.O.F.
HIGH DENSITY
00
L:
•�
SIZE OF LEACHIt`�
�• •• • •
of
DESIGN PERC. RAT
<2 MIN./ INCH
ff ( (
04
RATE --0.74 _ G.P.D/S.F.
PASS No_ 50 SIEVE
30'
550 GPD + 0.7
�•� 0 O OO OO Opel ped
3" ab4°b e�,°bsb°fib ° L '" 4. ALL PIPE CONNECTIONS AND CONCRETE
4" BOTTOM ON LEVEL /l�`dZ CONSTRUCTION SHALL BE WATERTIGHT. 2% MIN SLOPE
j STABLE BASE 6" MIN. 3/4" TO
jL�tl- 1 1/2" CRUSHED3/4-, M
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. AX.
CROSS-SECTION STONE BASE
4'19"
5-4" 151/2"
l
1- 1
/^ O
0b
J MCL
Z
^d
MAP 112
(PORTION OF) PARCEL 25
.2 ,
(TOWN WATER)
07,
6+i
TO BE
30 1/2'
PRECAST DIST.
BOX
i
_ T T
7 1/4
PLAN VIEW
MAP 112
PARCEL 26
(TOWN WATER)
PLAN VIEW
SCALE: i' = 40 FEET
0 20 40 80
30„ 24„
EFFEC.
�DEPTH
MAP 112
PARCEL 22
(TOWN WATFR)
C 1500
GAL
SEP.
\"D" BOR
MAP 112
y PARCEL 21
y \TOWN M:AT€R)
Q0.
NOTE
#� T.O.F. TOP OF FOUNDATION
y T.O.S. TOP OF GARAGE SLAB
S.A.S. SOIL ABSORPTION SYSTEM
09 +��ry5
S
` BENCHMARK MAP 112
y TOP OF CONCRETE
BOUND. ELEVATION I PARCEL 20
tel; 1104-34' ASSUMED J (TOWN WATER)
O
u> �G\
44'
Pb
N VIEW - LEACHING CHAMBE
LOAi
& SEED DISTURBED AREAS
PACTED MILL 36" MAXIMUM 12"MINIMUM
l 0 0 0 0
00 00
-
DISPOSAL FACILITY ONLY.
550 X 2007
ROTOBED
S \
BEDROO D
0
WELLING
0• \
T.O.F.
RS'• ^
114.0'
MAP 112
PARCEL 26
(TOWN WATER)
PLAN VIEW
SCALE: i' = 40 FEET
0 20 40 80
30„ 24„
EFFEC.
�DEPTH
MAP 112
PARCEL 22
(TOWN WATFR)
C 1500
GAL
SEP.
\"D" BOR
MAP 112
y PARCEL 21
y \TOWN M:AT€R)
Q0.
NOTE
#� T.O.F. TOP OF FOUNDATION
y T.O.S. TOP OF GARAGE SLAB
S.A.S. SOIL ABSORPTION SYSTEM
09 +��ry5
S
` BENCHMARK MAP 112
y TOP OF CONCRETE
BOUND. ELEVATION I PARCEL 20
tel; 1104-34' ASSUMED J (TOWN WATER)
O
u> �G\
44'
Pb
N VIEW - LEACHING CHAMBE
LOAi
& SEED DISTURBED AREAS
PACTED MILL 36" MAXIMUM 12"MINIMUM
l 0 0 0 0
00 00
0 0 000 0 0 0 0 0
000 0 00000.0
HIGH 000 0
POLYS HY ENE 00 00 0
INFILTRATOR 3050$ v^ 0
HAMB€R 00
DISPOSAL FACILITY ONLY.
550 X 2007
0 � OD
0 OO
Cb0 0 1
00
47"
50" - 47"
SEPTIC TANK Pi
OVIDED: = 1500 GAL.
112
12'
t
50" 12'
iI
3" LAYER
PEASTONE
3/4" - 1 1/2"
WASHED STONE
DESIGN CRITERIA:
IDESIGN FL044�:1
5 BEDROOMS AT110G.P. /D 55n r_.P.D.
LISA A.
MACDONALD
TITLE REFEREN
1. 3/20/01 HSE. RELOCATION
TANK; I
i REQUIRED SEPTI
1. THIS PLAN IS FOR DESIGN AND
CIVIL .00
DISPOSAL FACILITY ONLY.
550 X 2007
= 1100 GAL.
�S10NAl�
ASSESSORS M
SEPTIC TANK Pi
OVIDED: = 1500 GAL.
112
4. THERE ARE NO KNOWN PRIVATE WELLS
PARCI
PROPOSED LEACHING FACILITY NOR
L:
25 (PORTION OF)
SIZE OF LEACHIt`�
'G FACILITY REQUIRED:
R-40"
DESIGN PERC. RAT
<2 MIN./ INCH
ff ( (
LONG TERM APPL.
RATE --0.74 _ G.P.D/S.F.
PASS No_ 50 SIEVE
30'
550 GPD + 0.7
4 GPD/SF = 744 S,F,
Of
UNIFORMITY COEFFICIENT 0 No. 4
20'
7. EXISTING UTILITIES WHERE SHOWN
s'
REAR
SIBLE FOR PROPERLY LOCATING AND
20'
JTRUC110N ACTIVITY 'KITH DIG -SAFE
MINIMUM LOT SIZE:
40,OOD
EXISTING UTILITY SYSTEM IN SERVICE.
S.F-
SIZE OF LEACHII-
4G FACILITY PROVIDED:
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
DISTRICT - ZONE Ii:
NONE
.TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
USE HIGH DENSL
CRAM
-TY POLYETHYLENE
ERS(5 UNITS) 12'X2'X44'
„p
DATED 6/17/86,
LEACHING
LONE DISTRICT:
#1500-1
SIDEWALL = 2(li
2'+44') X 2' = 224
AQUIFER PROTECTION
BOTTOM = 12'
X 44' = 528
752S,F,
NONE
752S.F x 0.74
-SPD/SF = 556 GPD
556 GPD PROVI
TIED ) 550 GPD REQUIRED
`11.1,E C 7 l i U
SCALE
ley
I 0(�(- io
INI n A A TI/l I
IINFVRIVIII I IIJIV
W. Yarmouth Massachusetts
L_k� 13
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
CURRENT OWN
=R; FRANK & NELLIE GOUDEY
TP#4 to may.
� MAP 112
i CG\ y PARCEL 19
12'x44' (NO WELL OR WATER
S.A.S. 90\ j6- SERVICE ON SITE)
s. s
` LOT
V w I c v-
571069± S.F.
I S Gn
MAP 112
PARCEL 17
COMMONWEALTH OF MASSACHUSETTS
(FORMER WELL FILLED IN)
S 472501 E
LOCUS
i
\VA
REVISIONS
TITLE REFEREN
1. 3/20/01 HSE. RELOCATION
E:
DEED BOOK 12650, PAGE 342
1. THIS PLAN IS FOR DESIGN AND
PLAN REFERENG
DISPOSAL FACILITY ONLY.
E:
PLAN BOOK 553, PAGE 21
D.E.P TITLE 5 AND LOCAL BOARD
ASSESSORS M
3. ALL PIPES LOCATED UNDER PAVEMENT
P:
112
4. THERE ARE NO KNOWN PRIVATE WELLS
PARCI
PROPOSED LEACHING FACILITY NOR
L:
25 (PORTION OF)
5. WITHIN LIMIT OF EXCAVATION REMOVE
ZONING DISTRICT:
R-40"
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SO4LS
CONFORMING TO THE FOLLOWING
SETBACKS:
FRONT
PASS No_ 50 SIEVE
30'
PASS No. 100
C5 % OF No. 4 SIEVE SHALL
SIDE
UNIFORMITY COEFFICIENT 0 No. 4
20'
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
REAR
SIBLE FOR PROPERLY LOCATING AND
20'
JTRUC110N ACTIVITY 'KITH DIG -SAFE
MINIMUM LOT SIZE:
40,OOD
EXISTING UTILITY SYSTEM IN SERVICE.
S.F-
THE STATE OF MASSACHUSETTS
G'ROUNDWATER OVERLAY
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
DISTRICT - ZONE Ii:
NONE
.TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
FEMA FLOOD
"C%
DATED 6/17/86,
LONE DISTRICT:
#1500-1
- -5 0003 C
A GARBAGE GRINDER IS NOT
AQUIFER PROTECTION
RECOMMENDED DUE TO RECOGNIZED
DISTRICT:
NONE
FA.GIUITY.
LOCUS PLAN:
^:❑
`11.1,E C 7 l i U
SCALE
ley
BSC GROUP
657 Main Street, Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#7
HALLET ROAD
7
MASSACHUSETTS
PREPARED FOR.
I
O
464 MAIN STREET
P.O. BOX 522
WEST DENNIS, MA
D267v
DATE: 2/1/2001
COMP./DESIGN: K. HEALY
CHECK: L. MacDONALD
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
IN ( Y�
DWG NO. 5265-02
SHEET 1 OF 1
JOB N0.6 -8240 -DD
LOCUS
i
\VA
REVISIONS
NO. DATE DESCRIPTION
1. 3/20/01 HSE. RELOCATION
2. 7/16/01 SEP. RELOCATION
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2, ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
UNSUITABLE MATERIAL.
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SO4LS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No_ 50 SIEVE
c10 % OF No. 4 SIEVE SHALL
PASS No. 100
C5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
JTRUC110N ACTIVITY 'KITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DLG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
.TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FA.GIUITY.
[7,u .
`11.1,E C 7 l i U
ley
BSC GROUP
657 Main Street, Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#7
HALLET ROAD
YARMOUTH
MASSACHUSETTS
PREPARED FOR.
GRAND COVE LANDING, INC,
464 MAIN STREET
P.O. BOX 522
WEST DENNIS, MA
D267v
DATE: 2/1/2001
COMP./DESIGN: K. HEALY
CHECK: L. MacDONALD
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8240SEP4.DWG
DWG NO. 5265-02
SHEET 1 OF 1
JOB N0.6 -8240 -DD