HomeMy WebLinkAbout118 Pleasant Street Sewage Disposal System Design 2ro
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SOIL TEST'PIT DATA: 8/10/2000 SEPTIC TANK DETAIL: 2,000' ",,GALLON H-20 DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE H-20 LOADING
} ,
NOT."
OT TO SCALE LOADING
H-2 0 I 32'
` r REMOVABLE HEAVY DUTY
TEST PIT.L 5, INLET AND OUTLET TEES TO BE CAST IRON, N0. OF OUTLETS g
NOTES: 1. SEPTIC TANK SHALL BE STEEL MANHOLE COVER
GRD EL 12'9 SCHED 40 PVC OR CAST -IN-PLACE CONCRETE
' 4
30"
_�.
O. ADJ GW : EL 2 g
RONFORCED CONCRETE TEES TO BE CENTERED UNDER MANHOLE COVER:
- 2. SEPTIC TANK TO WITHSTAND H-20 LOADING
O v O O o C
FINISHED GR
2 WALLS
NOTES - _
47"
4" PVC o0
PIPE 00
�r
`
3. ALL PIPE CONNECTIONS AND CONCRETE
3/4' - t 1/2-
WASHED STONE
50"
N
CONSTRUCTION SHALL BE WATERTIGHT.�:•v.••.�:
......v.:: 2^
M 9 t
1. DIST. BOX TO WITHSTAND' H-20 LOADING
* B
LOAM SANDY tOYR 5/8
4. FILL ALL UNUSED KNOCKOUTS WITH
MORTAR
T
2. PROVIDE INLET TEE OR BAFFLE WHERE
s 2 y yra u`d 22" tr ,' 15 iNPUE OF PIPE MPED SYSTEM EXCEEDS 0.08 FT/FT GR
0
O
30"
0"v a V 0 V O
4 60 0 0 4
O v O O o C
0 000 .o
000 0
00 O 0
00 O
00
'
47"
4" PVC o0
PIPE 00
1152" 12'
j ! t
11.07 BROUGHT TO 2 24" DIA FINISHGRADEMANHOIE COVERS 8' 5,5' OUTLETS 3. FIRST TYA7 FEET OF PIPE OUT OF DIST. I 3`J�
8.
1 " IN. BOX TO BE LAID LEVEL PLAN VIEW - LEACHING CHAMBERS
4' C1" SAND 25YR 6/s TE TOUEktNO BE tGlDER 6' °a' 4� " ''� �i'a L 2. 4. ALL PIPE CONNECTIONS AND CONCRETE
5' 60" " RAISE M.H W e 6' BOTTOM ON LEVEL CONSTRUCTION SHALL BE WATERTIGHT.
6' 11'-0 MORTAR a : e ?' i STABLE BASE 8"1/2" CRUSHED
NORMAL
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
' LOAM & SEED DISTURBED AREAS
IT 1 SEWER BRICK
121 CROSS-SECTION STONE BASE 3 MAX. COMPACTED FILL 36 MAXIMUM 12"MINIM M
7 -. NORMAL WA R LEVEL
` INDICATES :• 3" poo o00 000 000 0 0 000 0 X. LAYER
VIED PRECAST SEPTIC TANK Io 20
$ COBSER
2 SAND 2.5YR 6/3 -� GROUND WATER INLET TEE _ B'-4' 30 1/2'
A 01' EL = 2.9' - INDICATES - 5 _0. 6 13 e` LIQUID DEPTHT 1-4" �" PRECAST DIST.
.'
-L ESTIMATED 6'-0" BOx
• a
11' - SEASONAL HIGH b,, • 8 ;: iB: :' : 'r:� .. G : S.: i
EL s WET SAND - N0 STANDING GROUND WATER
0 9'
e 12 144 WATER OR WEEPING VISIBLE BOTTOM ON LEVEL STABLE: BASE
TIDAL INFLUENCE
DATE: PLAN VIEW .���.. 7 t/2'
INDICATES s" MIN. 3/4 To CROSS-SEC71ON VIEW PLAN MEW CROSS -SECTIO]
xx r 8/10/2000 PERK 1 1/2' STONE
TEST BY:,: TEST
-THE `BSC GROUP, INC.
WI AR OIM.STIEFEL BARN. CO.) INDICATES DESIGN CRITERIA:
DESIGN FLOW:
I ,.. PERC. RATE: � UNSUITABLE
_2_MIN./INCH MATERIAL
U.. '
SOIL EVALUATOR 4 BEDROOMS AT110G.P.B./D 440 G.P.D.
CRAIG A. FIELD -'_ -- C-------------, 1 -7
x SOIL CLASS: BENCHMARK / \ /
T"' 1 CENTER OF CATCHBASIN
LT.A.R. ELEVATION 13.57' 4 PLEASANT � A\ STREET REQUIRED SEPTIC TANK:
/ ,� v \ 440 X 200% = 880 GAL
.74 G.P.D./SQ.FT L
--�----------®--�_ EDGE OF PAVEMENT SEPTIC TANK PROVIDED: = 2000 GA
DATUM: !/ /N4i'32'3O"E 110.0Tv
.1/ VERTICAL DATUM: >N.G.V:D. CB/DHN41'32'30"ESIZE -OF LEACHING FACILITY REQUIRED:
BENCH MARK'USED: RM-13HYDRANT 27.42' y 140.9T DESIGN PERC. RATE: <2 MIN./ INCH
� � BENCHMARK SET: CENTER OF CATCH BASIN 13.57' / �� LONG TERM APDL. RATE 0.74G.P.D/S.F.
PROPOSED PROFILE: NOT TO SCALERESERVEoP F UNDATION FIRST PIPE LENGTH 13.3/SIZE OF LEACHING FACILITY PROVIDED:
CONCRETE COVERS TO WITHIN TO BE SET'LEVEL 6' OF FINISHED GRADE. FOR MIN. 2' FLAG POLE / X FINISH GRADE TO BE `RELOCATED440 GPD + 0 74 SF/GPD = 595 ' S FMM,4" PVC (PERF)4^ IFAcIxNc CHAM9ER / 7/ USE HIGH DENSITY POLYETHYLENE
FLAG 'LEACHING:CHAMBERS 12'X2'X35'
LOT 1-BMIOLE
SIDEWALL 2(12'+35`) X 2188
=E 13.6Bt7TT❑M_ - 12' X 35' _ 420
Hr®r; .5 ouTLET I=F �/� X �b08 S,F x-0,74 SF/GPD -60 d49l2000 GALLON DtSt BOX GPD
5' SEPERATION OAK
SEPTIC TANK PROPOSED
.. 6" STONE BASE NO OBSERVED GROUNDWATER 12'x35' S.A.S. N i // 1A �\ (' / \I ^► a�
Q
J BOTTOM OF TEST HOLE / \ / i f I ! U
a PROPOSED
r* INVERT ELEVATIONS: ADDITION ''AD / I ( t p¢�� LOCUS INFORMATION
/ /GAL
EXISTING s BOX GAL f I I
GAS LINE 11'3 2 TAN I / CURRENT OWNER: KYLE NOMINEE TRUST
s TOP OF FOUNDATION 15.15' A TO BE / I
4" INVERT AT BUILDING 11.50' 'B RELOCATED / s I /� TITLE REFERENCE: DEED BOOK 11119-289
z / >
4" INVERT AT SEPTIC TANK (IN) 11.25' C��
4" INVERT AT SEPTIC TANK (OUT) 11.0 ' O EXISTING N o PLAN REFERENCE: PLAN BOOK 106, PAGE 23
GAS METER ARim N
4"- INVERT AT DIST. BOX (IN) 10.17' E x �k a RIM", � ASSESSORS MAP: 51
„`R� PARCEL: 76
a£iy 4" INVERT AT'DIST. BOX (OUT) 10.00, F
' RESIDENTIAL ZONE i RS -40
r{ / _ ) INV=12.7 EXISTING PLUMBING A ` SETBACKS: FRONT 30,
L INVERTS -AT LEACHING FACILITY:
/ R
;-/'` / INSIDE HOUSE TO BE Flt LD " a SIDE 20
CONK. _ Na3BD3! EAR 20
m 4" fNVERT AT :BEGINNING � PAD /
4-BEDROOM
REPLUMB£D As SHOWN'. '
MINIMUM. LOT SIZE: 40,000 S.F.
OF . LEACHING .CHAMBER 9.9' G ,� ` 0118 ovy
a3 h QO a4✓ �/'� GROUNDWATER
t ELEVATION AT, BOTTOM ,oma SHED m o C� .
OVERLAY DISTRICT: NOT A ZONE II
Q OF : LEACHING CHAMBER 7.9' H /' - D v o Aw !s/pa
t &OK 9�
co
ADJUSTED GROUNDWATER
f FOR 'TIDAL INFLUENCE 2.9 J / i 'POOL / DAVID at
/ _ T LOCUS PLAN. NO SCALE
0c�
' rLn
14
VARIANCES REQUESTED: -,� � �, ,(��� 28 cpo�
4 .-.
to
Q \ LOCUS
c
,e � NONE \\
LOT 1-C
299445± S.F. PLAN -VIEW
xn SCALE. 1 20 FEET
\ 5�
\ 0 10 20 40 FT.
0
ru
S4112'30"W 110.00' - CB/DH \
° SHIP SHOPS WAY (PRIVATE)
a
LOT 1-D
REVISION S
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 7O 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 WANED SAND
OR OTHER CLEAN GRANULAR SOLS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. "50 SIEVE
<10 % 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 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 UTILITY 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:
zED
(£
--
IMPACTS' TO THE LEACHING
A - _ ( aur.
657 ROUTE 28 (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
X118
PLEASANT STREET
S0. YARMOUTH
MASSACHUSETTS
PREPARED FOR:
RICHARD & DEBRA MARTIN
118 PLEASANT STREET
BASS RIVER, MA 02664
DATE: 9/11/00
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / D. BROWN
FILE NO. 8210-SEP.DWG
DWG NO. 5239-01
JOB N0.4-8210.00 SHEET t of 1
30"
24 "
EFFEC.
DEPTH
0 0 00
p Cp
Oj QO
Qbp p
too
0
HIGH
POLI'EINYTMLENE
INFILTRATOR 3050
LE MBER
0 000 .o
000 0
00 O 0
00 O
00
'
47"
`
47"
3/4' - t 1/2-
WASHED STONE
50"
e 12 144 WATER OR WEEPING VISIBLE BOTTOM ON LEVEL STABLE: BASE
TIDAL INFLUENCE
DATE: PLAN VIEW .���.. 7 t/2'
INDICATES s" MIN. 3/4 To CROSS-SEC71ON VIEW PLAN MEW CROSS -SECTIO]
xx r 8/10/2000 PERK 1 1/2' STONE
TEST BY:,: TEST
-THE `BSC GROUP, INC.
WI AR OIM.STIEFEL BARN. CO.) INDICATES DESIGN CRITERIA:
DESIGN FLOW:
I ,.. PERC. RATE: � UNSUITABLE
_2_MIN./INCH MATERIAL
U.. '
SOIL EVALUATOR 4 BEDROOMS AT110G.P.B./D 440 G.P.D.
CRAIG A. FIELD -'_ -- C-------------, 1 -7
x SOIL CLASS: BENCHMARK / \ /
T"' 1 CENTER OF CATCHBASIN
LT.A.R. ELEVATION 13.57' 4 PLEASANT � A\ STREET REQUIRED SEPTIC TANK:
/ ,� v \ 440 X 200% = 880 GAL
.74 G.P.D./SQ.FT L
--�----------®--�_ EDGE OF PAVEMENT SEPTIC TANK PROVIDED: = 2000 GA
DATUM: !/ /N4i'32'3O"E 110.0Tv
.1/ VERTICAL DATUM: >N.G.V:D. CB/DHN41'32'30"ESIZE -OF LEACHING FACILITY REQUIRED:
BENCH MARK'USED: RM-13HYDRANT 27.42' y 140.9T DESIGN PERC. RATE: <2 MIN./ INCH
� � BENCHMARK SET: CENTER OF CATCH BASIN 13.57' / �� LONG TERM APDL. RATE 0.74G.P.D/S.F.
PROPOSED PROFILE: NOT TO SCALERESERVEoP F UNDATION FIRST PIPE LENGTH 13.3/SIZE OF LEACHING FACILITY PROVIDED:
CONCRETE COVERS TO WITHIN TO BE SET'LEVEL 6' OF FINISHED GRADE. FOR MIN. 2' FLAG POLE / X FINISH GRADE TO BE `RELOCATED440 GPD + 0 74 SF/GPD = 595 ' S FMM,4" PVC (PERF)4^ IFAcIxNc CHAM9ER / 7/ USE HIGH DENSITY POLYETHYLENE
FLAG 'LEACHING:CHAMBERS 12'X2'X35'
LOT 1-BMIOLE
SIDEWALL 2(12'+35`) X 2188
=E 13.6Bt7TT❑M_ - 12' X 35' _ 420
Hr®r; .5 ouTLET I=F �/� X �b08 S,F x-0,74 SF/GPD -60 d49l2000 GALLON DtSt BOX GPD
5' SEPERATION OAK
SEPTIC TANK PROPOSED
.. 6" STONE BASE NO OBSERVED GROUNDWATER 12'x35' S.A.S. N i // 1A �\ (' / \I ^► a�
Q
J BOTTOM OF TEST HOLE / \ / i f I ! U
a PROPOSED
r* INVERT ELEVATIONS: ADDITION ''AD / I ( t p¢�� LOCUS INFORMATION
/ /GAL
EXISTING s BOX GAL f I I
GAS LINE 11'3 2 TAN I / CURRENT OWNER: KYLE NOMINEE TRUST
s TOP OF FOUNDATION 15.15' A TO BE / I
4" INVERT AT BUILDING 11.50' 'B RELOCATED / s I /� TITLE REFERENCE: DEED BOOK 11119-289
z / >
4" INVERT AT SEPTIC TANK (IN) 11.25' C��
4" INVERT AT SEPTIC TANK (OUT) 11.0 ' O EXISTING N o PLAN REFERENCE: PLAN BOOK 106, PAGE 23
GAS METER ARim N
4"- INVERT AT DIST. BOX (IN) 10.17' E x �k a RIM", � ASSESSORS MAP: 51
„`R� PARCEL: 76
a£iy 4" INVERT AT'DIST. BOX (OUT) 10.00, F
' RESIDENTIAL ZONE i RS -40
r{ / _ ) INV=12.7 EXISTING PLUMBING A ` SETBACKS: FRONT 30,
L INVERTS -AT LEACHING FACILITY:
/ R
;-/'` / INSIDE HOUSE TO BE Flt LD " a SIDE 20
CONK. _ Na3BD3! EAR 20
m 4" fNVERT AT :BEGINNING � PAD /
4-BEDROOM
REPLUMB£D As SHOWN'. '
MINIMUM. LOT SIZE: 40,000 S.F.
OF . LEACHING .CHAMBER 9.9' G ,� ` 0118 ovy
a3 h QO a4✓ �/'� GROUNDWATER
t ELEVATION AT, BOTTOM ,oma SHED m o C� .
OVERLAY DISTRICT: NOT A ZONE II
Q OF : LEACHING CHAMBER 7.9' H /' - D v o Aw !s/pa
t &OK 9�
co
ADJUSTED GROUNDWATER
f FOR 'TIDAL INFLUENCE 2.9 J / i 'POOL / DAVID at
/ _ T LOCUS PLAN. NO SCALE
0c�
' rLn
14
VARIANCES REQUESTED: -,� � �, ,(��� 28 cpo�
4 .-.
to
Q \ LOCUS
c
,e � NONE \\
LOT 1-C
299445± S.F. PLAN -VIEW
xn SCALE. 1 20 FEET
\ 5�
\ 0 10 20 40 FT.
0
ru
S4112'30"W 110.00' - CB/DH \
° SHIP SHOPS WAY (PRIVATE)
a
LOT 1-D
REVISION S
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 7O 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 WANED SAND
OR OTHER CLEAN GRANULAR SOLS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. "50 SIEVE
<10 % 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 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 UTILITY 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:
zED
(£
--
IMPACTS' TO THE LEACHING
A - _ ( aur.
657 ROUTE 28 (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
X118
PLEASANT STREET
S0. YARMOUTH
MASSACHUSETTS
PREPARED FOR:
RICHARD & DEBRA MARTIN
118 PLEASANT STREET
BASS RIVER, MA 02664
DATE: 9/11/00
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / D. BROWN
FILE NO. 8210-SEP.DWG
DWG NO. 5239-01
JOB N0.4-8210.00 SHEET t of 1