HomeMy WebLinkAbout20 A Salt Marsh Road - Sewage Disposal Design & RepairSOIL TEST PIT DATA: FEBRUARY 25, 2004 SEPTIC TANK DETAIL: 1,500 GALLON DISTR13UTION BOX DETAIL: NOT TO SCALE LEACHING FIELD DETAIL: NOT TO SCALE
TEST PIT#1NOT TO SCALE NO. OF OUTLETS 5
5. INLET AND OUTLET TEES TO BE CAST IRON, TNISHED GRADE
NOTES: 1. SEPTIC TANK SHALL E STEEL 36" MAX .COVER
GIRD. EL. 90.6
REINFORCED CONCRE SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
EST. HIGH GW. 86.1 2 SEPTIC TANK TO WTHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2' WALLS
UNLESS UNDER PAVEMENT, DRIVES OR COVER NOTES: FIMSHED GRADE
TRAVELED WAYS, WHEREIN H-20 LOADING W,4
„ I o,r•.a Z" 1. DIST. BOX TO IMTHSTAND H-10 LOADING //
SHALL APPLY. UNLESS UNDER PAVEMENT, DRIVES OR i CAP ENDS
n PVC BARRIER
HIGH GROUNDWATER COMPUTATION 3. ALL PIPE CONNECTION AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES T TRAVELED WAYS WHEREIN H-20 LOADING 4" PVC' "-`-'
BASED ON TP#l) W/ METAL HANDLES BROUGHT o ESj ° gY ° o Q' ° o a o o u e
- #) 4' P RF S 40 C S= 005'%'
4. FILL ALL UNUSED KNOCKOUTS WITH 1 15" SHALL APPLY. p�a9f��a?,��$a9f,�9f�e?,f��$agf��a, r�$a�reaq�6, DEPTH
6 DEPTH TO WATER - TEE TO BE UNDER TO 6" OF FINISH GRADE P. T 2. PROVIDE INLET TEE OR BAFFLE WHERE r r r r 4t fi4fa�°dagf°�4hi
6.3 MORTAR. g"
INDEX WELL MIW_29_ M.H. OPENING AVER ' 6`a SLOPE OF PIPE EXCEEDS 0.08 FL/FT OR ° °a°�oa ° a EWATER LEVEL RANGE ZONE A /�`b�� 3»�eQQ'oaoaoea�oeaIN PUMPED SYSTEM. 28 L VEL BOTTOM
CURRENT DEPTHONDEX WELL 2/04 83 2 3. FIRST TWO FEET OF PIPE OUT OF DIST.
10 -6" RAISE M.H W 4" BOX TO BE LAID LEVEL.WATER LEVEL ADJUSTMENT 1.7 / - LEVEL
DEPTH TO ADJUSTED HIGH WATER 4_6 SEWER BRICK d_. _�-�•: "`re`:-.- STABLE BASE 6" MIN. 3/4" To PROFILE
` 10'-0" & MORTAR ;: 1/2" CRUSHED q ALL PIPE CONNECTIONS AND CONCRETE
NORMAL WATER LEVEL 12"ll STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. PROPOSED O MIL 4' LINER
TOP 92.3'. BOT, 89.0' 36" MAX. - 12" MIN, COVER
6T 3"
PRECAST SEPTIC TAN �10" 14" 11T
INLET TEE
4" - O _
5'-2" 4'-6" 4'-0" MIN. 90' BENC ON `-
5" 5'-8" -`- LIQUID DEPTH dune IEE 15 1/2
- cAs ca+ma) a.
INDICATES N
!011 � ESTIMATED
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
/ 2% MIN. FINISH GRADE f 4" MIN. LOAM & SEED
LOAM & SEED DISTURBED AREAS
9Q NAXIMUM` I PROPOSED
KIN N +
".W .<•.., •,,»„ ......,,.•.. ..... ..... . LINER
o e¢ o a a e a e o
re�a L_2" MIN. OF 1/8" TO
4�b9P<b�e �a `,�rbP 1/2" WASHED STONE
-
DATE: GROUND WATER
_2/25/04 INDICATES
TEST BY: �_ OBSERVED
THE BSC GROUP, INC. GROUND WATER
PLAN VIEW
ty LEVEL STABLE BASE
s" MIN. 3/4" TO CROSS-SECTION VIEW
1 1/2" STONE
LOAMY.
WASHED STONE NO FINES) I - I - 4' I 4' . I 4' I_
T---
CROSS-SECTION
AT BUILDING
-SAND
10YR
4 2
8
INVERT
N/F
MCLAUGHLIN
/ ASSESSORS MAP 23
DESIGN CRITERIA:
PERC.
4"
INVERT
_FOAMY
SAND ,
D
-- 10YR
5/8
2 MIN./INCH
EL = 88.4
2
DESIGN FLOW:
SOIL EVALUATORINDICATES
�
AT DIST. BOX (OUT)
MEDIUM
SAND
CRAIG FIELD UNSUITABLE
10YR
6/6
4"
MATERIAL
48
ZONE DISTRICT: PANEL #250015 0005 D
IN THE DRAWINGS ARE APPROXIMATE.
SOIL CLASS:
y
DW
STRUCTION ACTIVITY WITH DIG -SAFE
i
330 GPD _ 0,74 SF/GPD
= 446 S.F.
REQUIRED SEPTIC TANK:
EL = 80.6
1'
UNLESS UNDER PAVEMENT, DRIVES OR COVER NOTES: FIMSHED GRADE
TRAVELED WAYS, WHEREIN H-20 LOADING W,4
„ I o,r•.a Z" 1. DIST. BOX TO IMTHSTAND H-10 LOADING //
SHALL APPLY. UNLESS UNDER PAVEMENT, DRIVES OR i CAP ENDS
n PVC BARRIER
HIGH GROUNDWATER COMPUTATION 3. ALL PIPE CONNECTION AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT. 2-24" DIA CONCRETE MANHOLES T TRAVELED WAYS WHEREIN H-20 LOADING 4" PVC' "-`-'
BASED ON TP#l) W/ METAL HANDLES BROUGHT o ESj ° gY ° o Q' ° o a o o u e
- #) 4' P RF S 40 C S= 005'%'
4. FILL ALL UNUSED KNOCKOUTS WITH 1 15" SHALL APPLY. p�a9f��a?,��$a9f,�9f�e?,f��$agf��a, r�$a�reaq�6, DEPTH
6 DEPTH TO WATER - TEE TO BE UNDER TO 6" OF FINISH GRADE P. T 2. PROVIDE INLET TEE OR BAFFLE WHERE r r r r 4t fi4fa�°dagf°�4hi
6.3 MORTAR. g"
INDEX WELL MIW_29_ M.H. OPENING AVER ' 6`a SLOPE OF PIPE EXCEEDS 0.08 FL/FT OR ° °a°�oa ° a EWATER LEVEL RANGE ZONE A /�`b�� 3»�eQQ'oaoaoea�oeaIN PUMPED SYSTEM. 28 L VEL BOTTOM
CURRENT DEPTHONDEX WELL 2/04 83 2 3. FIRST TWO FEET OF PIPE OUT OF DIST.
10 -6" RAISE M.H W 4" BOX TO BE LAID LEVEL.WATER LEVEL ADJUSTMENT 1.7 / - LEVEL
DEPTH TO ADJUSTED HIGH WATER 4_6 SEWER BRICK d_. _�-�•: "`re`:-.- STABLE BASE 6" MIN. 3/4" To PROFILE
` 10'-0" & MORTAR ;: 1/2" CRUSHED q ALL PIPE CONNECTIONS AND CONCRETE
NORMAL WATER LEVEL 12"ll STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. PROPOSED O MIL 4' LINER
TOP 92.3'. BOT, 89.0' 36" MAX. - 12" MIN, COVER
6T 3"
PRECAST SEPTIC TAN �10" 14" 11T
INLET TEE
4" - O _
5'-2" 4'-6" 4'-0" MIN. 90' BENC ON `-
5" 5'-8" -`- LIQUID DEPTH dune IEE 15 1/2
- cAs ca+ma) a.
INDICATES N
!011 � ESTIMATED
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
/ 2% MIN. FINISH GRADE f 4" MIN. LOAM & SEED
LOAM & SEED DISTURBED AREAS
9Q NAXIMUM` I PROPOSED
KIN N +
".W .<•.., •,,»„ ......,,.•.. ..... ..... . LINER
o e¢ o a a e a e o
re�a L_2" MIN. OF 1/8" TO
4�b9P<b�e �a `,�rbP 1/2" WASHED STONE
-
DATE: GROUND WATER
_2/25/04 INDICATES
TEST BY: �_ OBSERVED
THE BSC GROUP, INC. GROUND WATER
PLAN VIEW
ty LEVEL STABLE BASE
s" MIN. 3/4" TO CROSS-SECTION VIEW
1 1/2" STONE
7 t/2'
PLAN VIEW
WASHED STONE NO FINES) I - I - 4' I 4' . I 4' I_
T---
CROSS-SECTION
AT BUILDING
92.42
B
WITNESSED BY: 631FR1NK
AMY -VAN HONE D04
INDICD DN
INVERT
N/F
MCLAUGHLIN
/ ASSESSORS MAP 23
DESIGN CRITERIA:
PERC.
4"
INVERT
AT SEPTIC TANK (OUT)
PERC. RATE: TEST
D
90.PARCEL 256
INVERT
2 MIN./INCH
91.93
E
DESIGN FLOW:
SOIL EVALUATORINDICATES
�
AT DIST. BOX (OUT)
i',t ^'.
3 BEDROOMS AT 110 G.P.B./D 330 G.P.D.
CRAIG FIELD UNSUITABLE
PASS No. 100
OVERLAY DISTRICT: NOT IN A ZONE II
4"
MATERIAL
AT BEGINNING
ZONE DISTRICT: PANEL #250015 0005 D
IN THE DRAWINGS ARE APPROXIMATE.
SOIL CLASS:
PROVIDED:
DW
STRUCTION ACTIVITY WITH DIG -SAFE
1
330 GPD _ 0,74 SF/GPD
= 446 S.F.
REQUIRED SEPTIC TANK:
< N
l<
STATUTE CHAPTER 82, SECTION 409
sA�s
330 X 200% = 660 GAL.
0.74 G.P.D,/SQ.FT.
UTILITIES AND SUBSURFACE STRUCTURES
90.8
SEPTIC TANK PROVIDED: = 1500 GAL.
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
EXISTIN
AND STRUCTURES AS REQUIRED PRIOR
ELEV
DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: TOP OF CONC. BOUND ELEV.=90.52
PROFILE: NOT TO SCALE.
EL.= A
TOP FOUNDATION FIRST PIPE. LENGTH
CONCRETE COVERS TO WITHINTO BE SET LEVEL
EL 93•'� / / \ 6" OF FINISHED GRADE, FOR MIN. 2'
FINISH GRADE
EL.=93.5-93.1
/�4' VC SCH 40 �-
5 OUTLET
DIST. BOX
SEPTIC TANK
INVERT ELEVATIONS:
TOP OF FOUNDATION
94.4
A
4"INVERT
CURRENT OWNER: RICHARD J. GUANDALINI
AT BUILDING
92.42
B
4"
INVERT
AT SEPTIC TANK (IN)
92.22
C
4"
INVERT
AT SEPTIC TANK (OUT)
91.97
D
4"
INVERT
AT DIST. BOX (IN)
91.93
E
4"
INVERT
AT DIST. BOX (OUT)
91.76
F
INVERTS AT LEACHING FACILITY:
PASS No. 100
OVERLAY DISTRICT: NOT IN A ZONE II
4"
INVERT
AT BEGINNING
ZONE DISTRICT: PANEL #250015 0005 D
IN THE DRAWINGS ARE APPROXIMATE.
n
5 SEPARATION C)
EST. HIGH GROUNDWATER
K
a
0
Qq
OF LEACHING FIELD 91.74 G BREAKOUT 92.24
4" INVERT AT END
OF LEACHING FIELD 91.6 H
ELEVATION AT BOTTOM
OF LEACHING FIELD 91.1 J
ADJUSTED GROUNDWATER 86.1 K
OBSERVED GROUNDWATER 84.3
NOTE:
ARCHITECTURAL PLAN NOT COMPLETE AT THIS TIME. DESIGN
IS FOR A THREE BEDROOM DWELLING. THE BOARD OF HEALTH
WILL BE PROVIDED PLANS PRIOR TO FINAL APPROVAL AND
ISSUANCE OF INSTALLATION PERMIT.
VARIANCES REQUESTED:
NONE
500Z? 833
G SHED X �I
TO BE RELOCATED FLAG Vol
POLE F
40 MIL PVC BARRIER `T 00,
TOP ELEV. = 92.3'
BOT. ELEV = 89.0'
LIMITS OF EXCAVATION \�
SEE NOTES 5 & 6SHE'
O a9�
N JF GALVIN
)RS MAP 17
CEL 110
00
SAR91.4 `\♦ 0 \� 'o
% \
'= O % TEST P • j
oi`V
O �' \
Ory N
•101
co
MIN '
20'
91.8 MIN I
PROPOSED 1
PROPOSED GARAGE
(CRAWL SPACE SLAB 92.9
ELEV 92. 24'x24'
Av C3�\�
4.1 21.1'1
f % 929
OVA N/F i - PROP D
RICHARD J. FULL FOUNDATION
GUANDALINI BASEMENT SLAB 87.1
918 ASSESSORS X 0 TOP OF FND 94.4 BULKHEA
MAP 2261 91.5 \ y� 36' x 30' i 2
PARCEL
A 10,255±S.F. \ �p g4 / 0
G ,
O
X 90.6 18.7'
S
16.8' S - / \ WO CRY 36.2'
A
LOCATION CF EXISTINGS R 15.3' / OD F vE
LEACHING AREA UNKNOWN. O� A 9�•0
TO BE LOCATED AND T E R OVE
REMOVED FROM SITE.
SCR ENED
PORCH STOOP
r X 89.8 \
o
rn
5.75
3
0
M
N/F
ROBERT W. COSTELLO
ASSESSORS MAP 23
PARCEL 262
- PROPOSED
BITUMINOUS
DRIVEWAY
PROPOSED
RESERVED
42'x10.7'
X 89.9
NOTE: DW GAS,, LpOo /25.00 _
2' DIAMETE BY 30" I METER •9 OS R�
DEEP PLAS IC DRY WELL
WITH 2' OF STONEk `SO 90,9 12.0'
ALL AROUND. ! lX G / 90.3 NF1 \
6i JP
N/
!
JAMES M. MORRIS TR.
ASSESSORS MAP 17 / `P
PARCEL 111 \ GG
ABUTTING
c p
PLAN VIEW �.
HOUSE
SCALE: 1" = 10 FEET #20 90.7
0 5 10 20 FT, CB/ BENCHMARK: /
FNP TOP OF CONC. BOUND
ELEV. 90.52 (ASSUMED)
NO. DATE DESCRIPTION
LOCUS INFORMATION
GENERAL NOTES:
CURRENT OWNER: RICHARD J. GUANDALINI
CONSTRUCTION OF THE SEWAGE
SIZE OF LEACHING FACILITY
REQUIRED:
TITLE REFERENCE: BOOK 11444, PAGE 23
D.E.P TITLE 5 AND LOCAL BOARD
N/F
MARY E. CALLAHAN
3. ALL PIPES LOCATED UNDER PAVEMENT
DESIGN PERC. RATE: <2
MIN./ INCH
PARCEL: 261
ASSESSORS MAP 23
LONG TERM APPL. RATE 0,74 G.P.D/S.F,
ANY KNOWN WELLS PROPOSED WITHIN
SETBACKS: FRONT 30'
PARCEL 255
SIDE 15'
IMPERVIOUS MATERIAL.
REAR 20'
OR OTHER CLEAN GRANULAR SOILS
MINIMUM LOT SIZE: 25,000 S.F.
330 GPD + 0,74 GPD/SF
= 446 S.F.
PASS No. 50 SIEVE
O
CfgpF
PASS No. 100
OVERLAY DISTRICT: NOT IN A ZONE II
PASS No. 200
FEMA FLOOD ZONE" B" AS SHOWN ON
SIEVE </=6.0
ZONE DISTRICT: PANEL #250015 0005 D
IN THE DRAWINGS ARE APPROXIMATE.
SIZE OF LEACHING FACILITY
PROVIDED:
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
0
330 GPD _ 0,74 SF/GPD
= 446 S.F.
DIG -SAFE SHALL BE NOTIFIED PER
< N
l<
STATUTE CHAPTER 82, SECTION 409
z j O
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
- USE LEACHING FIELD
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
9
o
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
28
BOTTOM = 16' x 28'
= 448 &F
RECOMMENDED DUE -TO RECOGNIZED
Q }
DW448
3
BSC GROUP
SALT MARSH
W. Yarmouth Massachusetts
S.F X 0,74 SF/GPD
_ 331 GPD
PROJECT TITLE:
SEWAGE DISPOSAL
r X 89.8 \
o
rn
5.75
3
0
M
N/F
ROBERT W. COSTELLO
ASSESSORS MAP 23
PARCEL 262
- PROPOSED
BITUMINOUS
DRIVEWAY
PROPOSED
RESERVED
42'x10.7'
X 89.9
NOTE: DW GAS,, LpOo /25.00 _
2' DIAMETE BY 30" I METER •9 OS R�
DEEP PLAS IC DRY WELL
WITH 2' OF STONEk `SO 90,9 12.0'
ALL AROUND. ! lX G / 90.3 NF1 \
6i JP
N/
!
JAMES M. MORRIS TR.
ASSESSORS MAP 17 / `P
PARCEL 111 \ GG
ABUTTING
c p
PLAN VIEW �.
HOUSE
SCALE: 1" = 10 FEET #20 90.7
0 5 10 20 FT, CB/ BENCHMARK: /
FNP TOP OF CONC. BOUND
ELEV. 90.52 (ASSUMED)
NANTUCKET SOUND
REVISIONS
NO. DATE DESCRIPTION
LOCUS INFORMATION
GENERAL NOTES:
CURRENT OWNER: RICHARD J. GUANDALINI
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
TITLE REFERENCE: BOOK 11444, PAGE 23
D.E.P TITLE 5 AND LOCAL BOARD
PLAN REFERENCE: BOOK 169, PAGE 41
3. ALL PIPES LOCATED UNDER PAVEMENT
ASSESSORS MAP: 23
40 OR EQUAL
PARCEL: 261
LOCATED WITHIN 150 FT, OF THE
ZONING DISTRICT: R-25
ANY KNOWN WELLS PROPOSED WITHIN
SETBACKS: FRONT 30'
5. WITHIN LIMIT OF EXCAVATION REMOVE
SIDE 15'
IMPERVIOUS MATERIAL.
REAR 20'
OR OTHER CLEAN GRANULAR SOILS
MINIMUM LOT SIZE: 25,000 S.F.
SIEVE ANALYSIS:
EXISTING LOT AREA: 10,255±S.F.
PASS No. 50 SIEVE
PROPOSED LOT COVERAGE: 1.656± S.F. (16.15%)
PASS No. 100
OVERLAY DISTRICT: NOT IN A ZONE II
PASS No. 200
FEMA FLOOD ZONE" B" AS SHOWN ON
SIEVE </=6.0
ZONE DISTRICT: PANEL #250015 0005 D
IN THE DRAWINGS ARE APPROXIMATE.
DATED 7/2/92
LOCUS PLAN: NO SCALE
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
0
COMPANY AND MAINTAINING THE
d ¢
0-1 O
DIG -SAFE SHALL BE NOTIFIED PER
< N
l<
STATUTE CHAPTER 82, SECTION 409
z j O
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
28 = } o
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
3 z
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
28
THE USE OF'A'GARBAGE GRINDER.
LOCUS
RECOMMENDED DUE -TO RECOGNIZED
Q }
FACILITY:.:.
3
BSC GROUP
SALT MARSH
W. Yarmouth Massachusetts
LEWIS BA Y cli CA.
508 778 8919
PROJECT TITLE:
NANTUCKET SOUND
REVISIONS
NO. DATE DESCRIPTION
1. 10/22/04 NEW HSE LOC.
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
IMPERVIOUS MATERIAL.
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWNG
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
CIO % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % 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-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
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 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 ISNOT
RECOMMENDED DUE -TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY:.:.
BSC GROUP
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
®2673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
AND REPAIR
#20A
SALT MARSH LANE
W. YARMOUTH
MASSACHUSETTS
PREPARED FOR:
RICHARD GUANDALINI
1810 RIDGE ROAD
NORTH HAVEN
CONNECTICUT
06473
DATE: APRIL 8, 2004
COMP./DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. MCcARTIN
FILE NO. 8651-SEP.DWG
DWG N0. 5514-01
SHEET 1 OF 1
JOB NO. 4-8651100