HomeMy WebLinkAbout25 Bliscott Ave - Sewage Disposal SystemSOIL
TEST PIT
DATA: JANUARY 7, 2004
SA D
SEPTIC TANK DETAIL:
1,500 GALLON
L- 2'
NO. OF OUTLETS 5
LOAMY
SAND
10YR
NOT TO SCALE
EL = 6.40
DAVE FLAHERTY
TEST PIT -#1-
TEST
PIT -#2
2.5Y
NOTES: 1. SEPTIC TANK SHALL BE STEEL
5. INLET AND OUTLET TEES TO BE CAST
IRON,
GRD. EL. 7.81
GRD
EL. 7.90
1
REINFORCED CONCRETE.
SCHED. 40 PVC OR CAST -IN -PUCE CONCRETE.
EST. HIGH GW. 3.54
.
EST. HIGH
GW. 3.55
'•r
2. SEPTIC TANK TO WITHSTAND H-10 LOADING
OR
TEES TO BE CENTERED UNDER MANHOLE
COVER.
LOAMY SA14D
7.5YR 4/2
LOAMY SAND
1 UYR 6 6
EL = 6.56
51"
Cl 54"
MEDIUM SAND
2.5Y 6/6
MEDIUM SAND
2.5Y 6/3
6"
15"
68"
UNLESS UNDER PAVEMENT, DRIVES
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
6" HIGH GROUNDWATER COMPUTATION 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES
CONSTRUCTION SHALL BE WATERTIGHT.
BASED ON TP#1 W/ METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE
18" MORTAR. TEE TO BE UNDER
DEPTH TO WATER 5.67 12'MIN.
INDEX WELL MIW-29 M.H. OPENING
DISTRIBUTION
. e
BOX
LOAMY
SA D
7.5YR
4/2
L- 2'
NO. OF OUTLETS 5
LOAMY
SAND
10YR
6/6
EL = 6.40
DAVE FLAHERTY
I- 2• WALLS
MEDIUMI
SAND
2.5Y
6/6
LEVEL ADJUSTMENT 1.4
MEDIUM
SAND
2.5Y
6/3
UNLESS UNDER PAVEMENT, DRIVES
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
6" HIGH GROUNDWATER COMPUTATION 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHOLES
CONSTRUCTION SHALL BE WATERTIGHT.
BASED ON TP#1 W/ METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE
18" MORTAR. TEE TO BE UNDER
DEPTH TO WATER 5.67 12'MIN.
INDEX WELL MIW-29 M.H. OPENING
DISTRIBUTION
. e
BOX
DETAIL:
NOT TO SCALE
1/7/04
�� �s �e �•e �� rAcm��a
L- 2'
NO. OF OUTLETS 5
FINISHED GRADE
RAISE M.H W�
WITNESSED BY-
WITNESSED BY:
REMOVABLE
DAVE FLAHERTY
I- 2• WALLS
NOTES:
COVER
_MIN./INCH
SOIL EVALUATOR
LEVEL ADJUSTMENT 1.4
CRAIG FIELD
A7k+;II fl.... j: A.:1
SEWER
1, DIST. BOX TO WITHSTAND H-10 LOADING
1
1
�
PMC MI11UM
UNLESS UNDER PAVEMENT, DRIVES OR
WAYS WHEREIN H-20 LOADING
1TRAVELED
'•r
15'
SHALL APPLY.
6• ''
5,5' OUTLETS
8"
I
1
2. PROVIDE INLET TEE OR BAFFLE WHERE
9.45
E
AND THE APPUCABLE UTIUTY
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
" '
4" INVERT AT DIST. BOX (OUT)
e
12
IN PUMPED SYSTEM
WATER LEVEL RANGE ZONE A
r
DATE:
3•
1/7/04
�� �s �e �•e �� rAcm��a
L- 2'
3. FIRST TWO FEET OF PIPE OUT OF DIST.
CURRENT DEPTHONDEX WELL(12/03) 7.8
RAISE M.H W�
WITNESSED BY-
WITNESSED BY:
DAVE FLAHERTY
DAVE FLAHERTY
4•
PERC. RATE:
BOTTOM ON LEVE L
_MIN./INCH
SOIL EVALUATOR
LEVEL ADJUSTMENT 1.4
CRAIG FIELD
10'-6"
SEWER
SOIL CLASS:
1
1
r
L.T.A.R.
0.74 G.P.D./SQ.FT.
0.74 G.P.D./SQ.FT.
4" INVERT AT SEPTIC TANK (OUT)
9.75
ASE
6• 3/4" TO
BOX TO BE LAID LEVEL
DEPTHWATE
TO ADJUSTED HIGH WATER 4 27
4" INVERT AT DIST. BOX (IN)
9.45
E
AND THE APPUCABLE UTIUTY
MORTAR
EXISTING UTIUTY SYSTEM IN SERVICE.
4" INVERT AT DIST. BOX (OUT)
e
12
STATUTE CHAPTER 82, SECTION 409
:q
ENGINEER DOES NOT GUARANTEE
INVERTS AT LEACHING FACILITY:
UTIUTIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
CROSS -STABLE SECTION
CRUSHED
STdNE BASE
4• ALL PIPE CONNECTIONS AND CONCRETE
4" INVERT AT BEGINNING
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
OF LEACHING FIELD
9.25
NORMAL WATER VEL
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
4" INVERT AT END
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
I III
BSC G CJ A
657 Main Street, (RT. 28) Unit 6
CONSTRUCTION SHALL BE WATERTIGHT.
9.05
H
PROJECT TITLE:
SEWAGE DISPOSAL
$
#25
BLISCOTT AVENUE
YARMOUTH
MASSACHUSETTS
PREPARED FOR:
MICHAEL MONGEAU
ELEVATION AT BOTTOM
.:
MASSACHUSETTS
02673
DATE: MARCH 10, 2004
a
OF LEACHING FIELD
8.55
J
MR
e
3
PRECAST SEPTIC TANK 10• T
1 Ij
69"
INLET TEE S 5'-1"
O - 5'_2. 4'_6. �ro 5._8.
•. 4'-0' MIN. ao• o" 15 1/2-
3 LIQUID DEPTH �-
5 N 's. - ' -I-
" 1 1 ann"
EL = -2.19 'cv
EL = -2.10 '"'
DATE:
DATE:
1/7/04
1/7/04
TEST BY:
TEST BY:
THE BSC GROUP, INC.
THE BSC GROUP, INC.
WITNESSED BY-
WITNESSED BY:
DAVE FLAHERTY
DAVE FLAHERTY
PERC. RATE:
PERC. RATE:
_MIN./INCH
_MIN./INCH
SOIL EVALUATOR
SOIL EVALUATOR
CRAIG FIELD
CRAIG FIELD
SOIL CLASS:
SOIL CLASS:
1
1
L.T.A.R.
L.T.A.R.
0.74 G.P.D./SQ.FT.
0.74 G.P.D./SQ.FT.
INDICATES
1_ ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
y OBSERVED
GROUND WATER
INDICATES
PERC.
TEST
INDICATES
UNSUITABLE
MATERIAL
DATUM:
VERTICAL DATUM: NGVD
BENCH MARK USED: RM 27 DISK ELEV.=6.29
BENCH MARK SET: HYDRANT TAG BOLT #723 ELEV.=9.96
PLAN VIEW
N/F
DANIEL BACHE
ASSESSORS MAP 41
PARCEL 1
6" MIN. 3/4' TO
1 1/2" STONE
BOTTOM ON LEVEL STABLE BASI
CROSS-SECTION VIEW
W 30 W2.
PRECAST DIST.
Box
T T
177
71/4
PLAN MEW
S. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
LEACHING FIELD DETAIL: NOT TO SCALE
36" MAX .COVER
FINISHED GRADE
'$gyp i CAP ENDS
4" PVG-' e + •e a a e r• e e �s ' i ;v gY a Se Q�5q��a a ere e
I.
aaO�f�4l$:49ir9fr°y�9f$<1fwb<;°�,,o
e+
6, 1EPTH
W4
LE
s s aQ e Q e a+ a e+a♦ e+ eas ea�a ea a �
\ e
LEVEL BOTTOM
/ 2X MIN. FlN1SIi GRADE
LOAM & SEED DISTURBED AREAS
31 WAX"
v 15' KIN
M a 6.
r"�a•°+r, ger
,y . + q�af• e e a
3/4" TO 1-1/2DOUBLE
WASHED STONE (NO FINES) F 4 11 4.5'
CROSS-SECTION
I �
_ I
I DAVID
DHOUSE
I CIVIL
►
No. 32112LOT 31� m I
m
N/F I
/ MICHAEL MONGE U �
ASSESSORS MAP 41 ` I
PARCEL 2w-- I
7.6 I I
X \
ILA 11X153 �� I ^ I
/ l
X 7.3 o. GRA
PARK NG\ 8a I I
/ \ p1
DR"VELL 1O / I 1 WATER I
/ 1 STO PROPOSED
/ WOOD FR E 0 1
HOUSE # 1 m I
TO BE DEMOU HED 1 0
OPENING AND REMO
0.3' ELEV 10.1' oN-{-wv-ow oNv-uw ON `^ uN-ua-o^'-�°"'-'"'-°"�-J�
O
UP
PROPOSEDN
1�'x14' 1 '0 \ '0
11 DECK )�I PROPOSED I ' DRYWELL ! I
3 EDROOM I
0 8 I DLLING
6, CRAWL LEV, 9.1 I
f o. TOF 12.5
4 I
Dv I BFE-9.0.0 I
m J I
I LO / TEST I
m I
n I 30 // ,/ I PIT -2/ I
• PROPOSED I m
N/F SC/N / GARAGE I I m I
MICHAEL MONGEAU r ' SLAB ELEV 11.1 ST n I
ASSESSORS MAP 33
PARCEL 57 I 1 26 0' IT-Ok
i
10,083±S. 1500
1 'o I GALLON
S.T.
- Io
PLAN VIEW
SCALE: 1' = 10 FEET
0 5 10 20 FT.
-�: PRpppSEO
,X36 0'
12.5
5•P'S
sjp�
OST 28
EXISTING
HOUSE #19
•D•LnI
BOX 4 I I
2 l
I LIMITS OF
EXCAVATION
SEE NOTES
PROPOSED (4') 40 MIL 5 AND 6
POLY LINER TO _ I
ALLOW BREAKOUT
TO BE LESS I
THAN 1
HYD
f
BENCH MARK
HYDRANT TAG BOLT#723
ELEVATION 9.96' NGVD
N/F
BARBERA M. TULLY
ASSESSORS MAP 33
PARCEL 56
36" MAX. - 12" MIN. COVER
4" MIN. LOAM & SEED
4' 112" MIN. OF 1/8' TO
1/2" WASHED STONE
4' HIGH 40 MIL
I POLY. LINER
TOP - 9.8
BOT. = 5.8
PROFILE: NOT TO SCALE
EL- A
TOP FOUNDATION
CONCRETE COVERS TO WITHIN7
EL= C' OF FINISIC GRADE
4'
4' PVC SCH 8
ftEL=lCl,8
OUTLET I=F
DIST. BOX
SEPTIC TANK
FIRST PIPE LENGTH
TO BE SET LEVEL
FOR MIN. 2'
FINISH GRADE
PVC SCH 40
LEACHING FIELD
5' SEPARATION
I EST. HIGH GROUNDWATER
K
N/F '
ANN M. SUJKO
ASSESSORS MAP 33
PARCEL 43
WI'E5
0
N N
d
INVERT ELEVATIONS:
DISPOSAL FACILITY ONLY.
CYNTHIA MESMER
SIZE OF LEACHING FACILITY REQUIRED:
BOOK 8379, PAGE 101
PLAN REFERENCE:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0,74 G.P.D/S.F.
330 GPD + 0.74 GPD/SF = 446 S.F.
ASSESSORS MAP:
TOP OF FOUNDATION
12.5
A
SIZE OF LEACHING FACILITY PROVIDED:
R-25
SETBACKS:
4" INVERT AT BUILDING
10.20
B
6. REPLACE WITH CLEAN WASHED SAND
REAR 20'
MINIMUM LOT SIZE:
4" INVERT AT SEPTIC TANK (IN)
10.00
C
PROPOSED BUILDING
PASS No. 100
COVERAGE:
4" INVERT AT SEPTIC TANK (OUT)
9.75
D
OVERLAY DISTRICT:
NOT IN A ZONE II
FEMA FLOOD ZONE
4" INVERT AT DIST. BOX (IN)
9.45
E
AND THE APPUCABLE UTIUTY
COMPANY AND MAINTAINING THE
EXISTING UTIUTY SYSTEM IN SERVICE.
4" INVERT AT DIST. BOX (OUT)
9.28 F
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
INVERTS AT LEACHING FACILITY:
UTIUTIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTIUTIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
4" INVERT AT BEGINNING
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
OF LEACHING FIELD
9.25
G (BREAKOUT - 9.75)
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
4" INVERT AT END
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
I III
BSC G CJ A
657 Main Street, (RT. 28) Unit 6
OF LEACHING FIELD
9.05
H
PROJECT TITLE:
SEWAGE DISPOSAL
$
#25
BLISCOTT AVENUE
YARMOUTH
MASSACHUSETTS
PREPARED FOR:
MICHAEL MONGEAU
ELEVATION AT BOTTOM
WEST YARMOUTH
MASSACHUSETTS
02673
DATE: MARCH 10, 2004
a
OF LEACHING FIELD
8.55
J
FILE N0. 8640-SEP.DWG
DWG NO. 5508-01
SHEET 1 OF 1
JOB NO. 4-8640.00
E
E
ADJUSTED GROUNDWATER
3.55
K
U
m
OBSERVED GROUNDWATER
2.15
N/F
Y
ADAM J. PULLEY
ASSESSORS MAP 33
PARCEL 44
N
VARIANCES REQUESTED:
0
0
N
Q
o
NONE
6" MIN. 3/4' TO
1 1/2" STONE
BOTTOM ON LEVEL STABLE BASI
CROSS-SECTION VIEW
W 30 W2.
PRECAST DIST.
Box
T T
177
71/4
PLAN MEW
S. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
LEACHING FIELD DETAIL: NOT TO SCALE
36" MAX .COVER
FINISHED GRADE
'$gyp i CAP ENDS
4" PVG-' e + •e a a e r• e e �s ' i ;v gY a Se Q�5q��a a ere e
I.
aaO�f�4l$:49ir9fr°y�9f$<1fwb<;°�,,o
e+
6, 1EPTH
W4
LE
s s aQ e Q e a+ a e+a♦ e+ eas ea�a ea a �
\ e
LEVEL BOTTOM
/ 2X MIN. FlN1SIi GRADE
LOAM & SEED DISTURBED AREAS
31 WAX"
v 15' KIN
M a 6.
r"�a•°+r, ger
,y . + q�af• e e a
3/4" TO 1-1/2DOUBLE
WASHED STONE (NO FINES) F 4 11 4.5'
CROSS-SECTION
I �
_ I
I DAVID
DHOUSE
I CIVIL
►
No. 32112LOT 31� m I
m
N/F I
/ MICHAEL MONGE U �
ASSESSORS MAP 41 ` I
PARCEL 2w-- I
7.6 I I
X \
ILA 11X153 �� I ^ I
/ l
X 7.3 o. GRA
PARK NG\ 8a I I
/ \ p1
DR"VELL 1O / I 1 WATER I
/ 1 STO PROPOSED
/ WOOD FR E 0 1
HOUSE # 1 m I
TO BE DEMOU HED 1 0
OPENING AND REMO
0.3' ELEV 10.1' oN-{-wv-ow oNv-uw ON `^ uN-ua-o^'-�°"'-'"'-°"�-J�
O
UP
PROPOSEDN
1�'x14' 1 '0 \ '0
11 DECK )�I PROPOSED I ' DRYWELL ! I
3 EDROOM I
0 8 I DLLING
6, CRAWL LEV, 9.1 I
f o. TOF 12.5
4 I
Dv I BFE-9.0.0 I
m J I
I LO / TEST I
m I
n I 30 // ,/ I PIT -2/ I
• PROPOSED I m
N/F SC/N / GARAGE I I m I
MICHAEL MONGEAU r ' SLAB ELEV 11.1 ST n I
ASSESSORS MAP 33
PARCEL 57 I 1 26 0' IT-Ok
i
10,083±S. 1500
1 'o I GALLON
S.T.
- Io
PLAN VIEW
SCALE: 1' = 10 FEET
0 5 10 20 FT.
-�: PRpppSEO
,X36 0'
12.5
5•P'S
sjp�
OST 28
EXISTING
HOUSE #19
•D•LnI
BOX 4 I I
2 l
I LIMITS OF
EXCAVATION
SEE NOTES
PROPOSED (4') 40 MIL 5 AND 6
POLY LINER TO _ I
ALLOW BREAKOUT
TO BE LESS I
THAN 1
HYD
f
BENCH MARK
HYDRANT TAG BOLT#723
ELEVATION 9.96' NGVD
N/F
BARBERA M. TULLY
ASSESSORS MAP 33
PARCEL 56
36" MAX. - 12" MIN. COVER
4" MIN. LOAM & SEED
4' 112" MIN. OF 1/8' TO
1/2" WASHED STONE
4' HIGH 40 MIL
I POLY. LINER
TOP - 9.8
BOT. = 5.8
>"1
I I bu I I UM = 1Cf,5' x Ub'
450 S,F X 0,74 SF/GPD
LOCUS
DESIGN CRITERIA:
DESIGN FLOW:
3 BEDROOMS AT110G.P.B./D 330 G.P.D.
REQUIRED SEP11C TANK:
330 X 200% = 660 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
CURRENT OWNERS:
MICHAEL MONGEAU &
DISPOSAL FACILITY ONLY.
CYNTHIA MESMER
SIZE OF LEACHING FACILITY REQUIRED:
BOOK 8379, PAGE 101
PLAN REFERENCE:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0,74 G.P.D/S.F.
330 GPD + 0.74 GPD/SF = 446 S.F.
ASSESSORS MAP:
33
PARCEL:
57
SIZE OF LEACHING FACILITY PROVIDED:
R-25
SETBACKS:
qqn III _ n-74 CP/rPTI = aarl c P
>"1
I I bu I I UM = 1Cf,5' x Ub'
450 S,F X 0,74 SF/GPD
LOCUS
NO. DATE DESCRIPTION
INFORMATION
CURRENT OWNERS:
MICHAEL MONGEAU &
DISPOSAL FACILITY ONLY.
CYNTHIA MESMER
TITLE REFERENCE:
BOOK 8379, PAGE 101
PLAN REFERENCE:
BOOK 56, PAGE 85
ASSESSORS MAP:
33
PARCEL:
57
ZONING DISTRICT.
R-25
SETBACKS:
FRONT 30'
ALL TOPSOIL, SUBSOIL AND OTHER
SIDE 15'
6. REPLACE WITH CLEAN WASHED SAND
REAR 20'
MINIMUM LOT SIZE:
25,000 S.F.
EXISTING LOT AREA:
10,083±S.F.
PROPOSED BUILDING
PASS No. 100
COVERAGE:
(BUILDING & DECK)
UNIFORMITY COEFFICIENT O No. 4
1,656±S.F. (16.4%)
OVERLAY DISTRICT:
NOT IN A ZONE II
FEMA FLOOD ZONE
"A-13 (ELEV. 9.0) AS SHOWN
ZONE DISTRICT. PANEL
#250015 0006 D DATED 7/2/92
.000S PLAN: NO SCALE
JC/IYC Q v
POND
�O7r 28
o N
NANTUCKET SOUND
REVISIONS
NO. DATE DESCRIPTION
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 R EQUAL
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACIUTY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACIUTY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY Wi. SHALL
PASS No. 50 SIEVE
<10 X OF No. 4 SIEVE SHALL
PASS No. 100
<5 X OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT O No. 4
SIEVE </=6.0
7. EXISTING UTIUTIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPUCABLE UTIUTY
COMPANY AND MAINTAINING THE
EXISTING UTIUTY SYSTEM IN SERVICE.
DIG -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 R THAT ALL
UTIUTIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTIUTIES
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
A^VERSE IMPACTS TO THE LEACHING
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
I III
BSC G CJ A
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#25
BLISCOTT AVENUE
YARMOUTH
MASSACHUSETTS
PREPARED FOR:
MICHAEL MONGEAU
77 TRADERS LANE
WEST YARMOUTH
MASSACHUSETTS
02673
DATE: MARCH 10, 2004
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. MCcARTIN
FILE N0. 8640-SEP.DWG
DWG NO. 5508-01
SHEET 1 OF 1
JOB NO. 4-8640.00