HomeMy WebLinkAboutAppendix AASSESSORS MAP 59
PARCEL 253
0
/ ASSESSORS MAP 59
PARCEL 254 12
/ • 14
/ �18
RESERVE AREA IS NOT PROVIDED. /
\ REPLACEMENT SYSTEM TO BE // •!'= _
/ \ CONSTRUCTED IN PLACE. �• , •1 ''k'•s' -.^
6.
x
ASSESSORS MAP 50 /INSPECTION
PARCEL n PORT (TTP) v ��"•� 3c.J..-k-�'' -
/\ PRETAIINNIINGG TIMBER
iAir 5' SOIL REMOVAL ,�v � - c
(AS NEEDED) " (SEE NOTE SHL DET -i)
\ \ PROPOSED STORMWATER RECHARGE
\ BASINS (SEE DETAIL AT RK;FIT)
FORCE
MAINS t•-•ra.. _ _ " z
127.
ASSESSORS MAP 50 INSPECTION PORT °'tj %\�( METHANOL
AR 7 �` PROP CATCH \``J `moi® ����'
(TYPICAL) /s:2 1- nx tizsAiz S„ �'�\ CB BASINS 1 R FEED
4 OB 1.2 STING PUMP
/ J CHAMBER
RECORD LOCATION OF EXISTING SEWAGE / �~��rA� 1� ,y;ABANDDNED iz4=
DISPOSAL SYSTEM THAT SERVES 111Ei t �) \��
RETAIL USE TO BE CONNECTED TO THE '"'" -- 12; 12x
W.W.LP. IN THE FUTURE / `•J�5pR\38_P� CB 7.0
CB I I 12 bi , 1292
W
CB 1.3 `W_ W �xg' EXISTING SEPTIC T
• ,a.s= / ,6.p,� W ,z7. S TO BE REMOVED
REPIPE $ UTIUZE eze t
\ EXIST. CATCH BASINS ! � ® ® r
� .^� ,zsz ! •- � :129 ' 7 ;%' LOADING
13.7x '
13.6.
W
TWO (2) PROPOSED r PEt41ETER OR BASH
78'L x 45'W PRESSURE ! ___ -1
DOSED LEACHING FIELDS ( I -- --- ----------- ____________ _____ --� ------
O : I I6' HDPE (TIP.) I O I
i -----------------------
-----------
--- - - j----- -- --- --
\ I F - '-- -- ----- - - ------ I
N4IE POLYETHYLENE LINER I :____ _ ______ I I - 1 1
SHALL BE MILIiR VINYL ------ : i
n.az \\ PRODUCTS 1 i 1 I I-----------------------
----
-- - -----'_"--- -"'---------' I I - - - - -j
PROVIDE40 MILPOLYETHYLENE AS SHOWN
TOP OF LINER t1 = 14.01 I _____ -----------a-----------------------
I I I
BOTTOM OF UNER EL = 9.0
\ I
t26� \ 7XrIP) _ _____ I
EXSTING ABANDONED- I O I I O I
LEACHING FIELDf I ______ _ .___ _
--'r—L-------------------------J N `z L---- ----------_J
\ 40tl
\ MAG
BENCHMARK,
IN PAVETAQTT `\ ® �_
ELEVATION = 13.02 (DAVM N.G.V.D.) R4� �
111MION PORT
(TYP.)
\ NOTE:
3y, 1. EXISTING DRAINAGE BASINS WITHIN 10' OF PROPOSED WASTEWATER
13'92 TREATMENT SYSTEM OR STDRNWATER RECHARGE BASIN SHALL BE REMOVED STORM WA TER'RECHARGE BASIN DETAIL
AND BACKFILLED WITH CLEAN SAND. OTHER BASINS ARE TO BE ABANDONED
AND FILLED WITH DIM SAND. SCALE• 1' = 10'
=5 P \ 2. E>aSTING SEWAGE DISPOSAL SYSTEM COMPONENTS THAT WILL NOT BE
n
U10.1ZID IN THE NEW SYSTEM SHALL BE PUMPED BACKFILLED N11H CLEPN
SAND AND ABANDONED. ANY COMPONENT URN 10' OF PROPOSED SOIL
ABSORPTION SYSTEM SHALL BE REMOVED WITH SURROUNDING CONTAMINA70
SOIL AND BACKFILLED IN ACCORDANCE WITH NOTE #9 ON SHEET DET -1.
�+ °\W g EXSTING 3,000 GALLON $fes a
SEPTIC TANK TO BE
• CONVERTED TO GREASE TRAP I i
T sm�
®,kNKt IN TWO (z) EXISTING 1,500'>
GALLON GREASE TRAPS
zft t ,� ® TO BE RETAINED
A`
DOCK i ®� s \ mm,
1 \ MAINTAIN A 10' MINIMUM SEPARATION BETWEEN WASTEWATER
'/"j�,'i%%%: `. •� 1, \ TREATMENT COMPONENTS AND EXISTING WATER LINES WHERE 10'
SEPARATION (FOR PIPES OILY) CAN NOT BE ACHIEVED PROVIDE A
20'L SCH 40 PVC SLEEVE OVER PIPE CENTERED ON WATER LINE
2. 3/11/04 REVISE DRAINAGE AND ADD DETAIL
MRD
1. 6/18/03 REVISE DRAINAGE AND SOIL ABSORPTION SYSTEM
LEGEND
t
no. wtE ,ewspN
n
c
PR= NM
C15-537.00
1
FACILITIES
"S NOTEDTREATMENT
176. EXISTING SPOT GRADE
SHAW S SUPERMARKET
W/D
owe 'y
C/0 APPLEDORE ENGINEERING CO., INC.
1106 RL 28 YARMOUTH, MASSACHUSETTS
ooy DEEP OVATION HOLE
COASTAL ENGINEERING
COMPANY, INC.
PROfE 10 IN _RS &LAND SURVEYORS
15x1 PROPOSED SPOT GRADE
\
ORLEANS,` MASS. 02653
(sos) zss—ssTT
3 �g_,a„
PROPERTY UNE
\
14 PROPOSED CONTOUR
\
3/4° m 1-i/Y
a -500 GALIDN lF.A0w1G
O�MIOREFRD•
RE?WYE SOL WM 5 OF PE(MARIE BANG
\
DOIIHE WL%o SIDE
®CF 3/4 TO
DOW til ifE (SF.AH Snap N(NIQOH AID
I( r A Sim
PERACE 1E1R SAND ILL N ACCOAOMIGE
YUM N01E P (SIEE'1 'ET -1)
PARCEL n PORT (TTP) v ��"•� 3c.J..-k-�'' -
/\ PRETAIINNIINGG TIMBER
iAir 5' SOIL REMOVAL ,�v � - c
(AS NEEDED) " (SEE NOTE SHL DET -i)
\ \ PROPOSED STORMWATER RECHARGE
\ BASINS (SEE DETAIL AT RK;FIT)
FORCE
MAINS t•-•ra.. _ _ " z
127.
ASSESSORS MAP 50 INSPECTION PORT °'tj %\�( METHANOL
AR 7 �` PROP CATCH \``J `moi® ����'
(TYPICAL) /s:2 1- nx tizsAiz S„ �'�\ CB BASINS 1 R FEED
4 OB 1.2 STING PUMP
/ J CHAMBER
RECORD LOCATION OF EXISTING SEWAGE / �~��rA� 1� ,y;ABANDDNED iz4=
DISPOSAL SYSTEM THAT SERVES 111Ei t �) \��
RETAIL USE TO BE CONNECTED TO THE '"'" -- 12; 12x
W.W.LP. IN THE FUTURE / `•J�5pR\38_P� CB 7.0
CB I I 12 bi , 1292
W
CB 1.3 `W_ W �xg' EXISTING SEPTIC T
• ,a.s= / ,6.p,� W ,z7. S TO BE REMOVED
REPIPE $ UTIUZE eze t
\ EXIST. CATCH BASINS ! � ® ® r
� .^� ,zsz ! •- � :129 ' 7 ;%' LOADING
13.7x '
13.6.
W
TWO (2) PROPOSED r PEt41ETER OR BASH
78'L x 45'W PRESSURE ! ___ -1
DOSED LEACHING FIELDS ( I -- --- ----------- ____________ _____ --� ------
O : I I6' HDPE (TIP.) I O I
i -----------------------
-----------
--- - - j----- -- --- --
\ I F - '-- -- ----- - - ------ I
N4IE POLYETHYLENE LINER I :____ _ ______ I I - 1 1
SHALL BE MILIiR VINYL ------ : i
n.az \\ PRODUCTS 1 i 1 I I-----------------------
----
-- - -----'_"--- -"'---------' I I - - - - -j
PROVIDE40 MILPOLYETHYLENE AS SHOWN
TOP OF LINER t1 = 14.01 I _____ -----------a-----------------------
I I I
BOTTOM OF UNER EL = 9.0
\ I
t26� \ 7XrIP) _ _____ I
EXSTING ABANDONED- I O I I O I
LEACHING FIELDf I ______ _ .___ _
--'r—L-------------------------J N `z L---- ----------_J
\ 40tl
\ MAG
BENCHMARK,
IN PAVETAQTT `\ ® �_
ELEVATION = 13.02 (DAVM N.G.V.D.) R4� �
111MION PORT
(TYP.)
\ NOTE:
3y, 1. EXISTING DRAINAGE BASINS WITHIN 10' OF PROPOSED WASTEWATER
13'92 TREATMENT SYSTEM OR STDRNWATER RECHARGE BASIN SHALL BE REMOVED STORM WA TER'RECHARGE BASIN DETAIL
AND BACKFILLED WITH CLEAN SAND. OTHER BASINS ARE TO BE ABANDONED
AND FILLED WITH DIM SAND. SCALE• 1' = 10'
=5 P \ 2. E>aSTING SEWAGE DISPOSAL SYSTEM COMPONENTS THAT WILL NOT BE
n
U10.1ZID IN THE NEW SYSTEM SHALL BE PUMPED BACKFILLED N11H CLEPN
SAND AND ABANDONED. ANY COMPONENT URN 10' OF PROPOSED SOIL
ABSORPTION SYSTEM SHALL BE REMOVED WITH SURROUNDING CONTAMINA70
SOIL AND BACKFILLED IN ACCORDANCE WITH NOTE #9 ON SHEET DET -1.
�+ °\W g EXSTING 3,000 GALLON $fes a
SEPTIC TANK TO BE
• CONVERTED TO GREASE TRAP I i
T sm�
®,kNKt IN TWO (z) EXISTING 1,500'>
GALLON GREASE TRAPS
zft t ,� ® TO BE RETAINED
A`
DOCK i ®� s \ mm,
1 \ MAINTAIN A 10' MINIMUM SEPARATION BETWEEN WASTEWATER
'/"j�,'i%%%: `. •� 1, \ TREATMENT COMPONENTS AND EXISTING WATER LINES WHERE 10'
SEPARATION (FOR PIPES OILY) CAN NOT BE ACHIEVED PROVIDE A
20'L SCH 40 PVC SLEEVE OVER PIPE CENTERED ON WATER LINE
.- `PLAN
20 0 20 40 60
SCALE 1'= 20'
E zoos
2. 3/11/04 REVISE DRAINAGE AND ADD DETAIL
MRD
1. 6/18/03 REVISE DRAINAGE AND SOIL ABSORPTION SYSTEM
PROPOSED 14'x12'
CONTROL BUILDING W/
FENCED IN GENERATOR.
LOCATION; MODIFY GRADING
no. wtE ,ewspN
n
c
PR= NM
C15-537.00
FACILITIES
"S NOTEDTREATMENT
.- `PLAN
20 0 20 40 60
SCALE 1'= 20'
E zoos
2. 3/11/04 REVISE DRAINAGE AND ADD DETAIL
MRD
1. 6/18/03 REVISE DRAINAGE AND SOIL ABSORPTION SYSTEM
SMR
LOCATION; MODIFY GRADING
no. wtE ,ewspN
n
PROPOSED WASTEWATER
PR= NM
C15-537.00
FACILITIES
"S NOTEDTREATMENT
1/13/03
SHAW S SUPERMARKET
W/D
owe 'y
C/0 APPLEDORE ENGINEERING CO., INC.
1106 RL 28 YARMOUTH, MASSACHUSETTS
C15537.dwg
COASTAL ENGINEERING
COMPANY, INC.
PROfE 10 IN _RS &LAND SURVEYORS
SD -2
�• 260 CRANBERRY HIGHWAY
ORLEANS,` MASS. 02653
(sos) zss—ssTT
3 �g_,a„
2r DA. HEAVY DUTY CAST IRON
FRAME & COVER TO FINISH MADE
CSTAIMFED SEIIIEn (TYP.)
(VOUIME - MM 001120 VOLUME - 4152 GALLONS)
somm
ROME LIE
91 0IMPACIOM.W/t'
LAEERGF .
(SEE DETAIL ON BEET DET -3 FOR IM LENGTHS)
SEPTIC TANK 16,000 GAL.
(NO SCALE H-20)
IF DIA
THRU WALL
WAILE VENT 4!
111Vfxt -.
J. BOX AIR
INTAKE FIRM GRADE
-'
--- --
---- _.
1. PUMPS, CONTROLS & MEDIA SUPPLIED BY
I-Ilf SCH) 40 PVC
f 570 40 m
2r CIA. HEAVY DITTY CAST RON
30' CIA. HEAVY DIM COST RUN
r DIA SCHEDULE
61 DOM
1
OU
,.
HALUDAY ACCESS DOOR MODEL NO.
RECYCLE UNE
I
RECYCLE LINE
L
FRAME & COVER TO FINISH GRADE
FRAME COVER (CENTER COVER
40 PVC PIPE
MODEL NO. S1536M OR
1110-
SZS4848 OR APPROVED EQUAL
DISCHARGE
('STAMPED (TIP.,
OVER BAFFLE) To FINISH GRADE
FRAME A, COVER 11 FINISH GRADE
('STAMPED SWO (TTP.)
APPROVED EQUAL
COVER
('STAMPED SEW) cm.)
C2 M ANIFULD
r CIA. SO4EXU allma--
"MAYACCESS DOOR
MODEL NO. 51SMM OR
TREATED EFFLUENT DISCHARGE
TREATED
ir
MAT Sinai AT
Ir BELOW T.WL
r
A Tzi, I
mg""-.w--� 1
40 FVC PIPE
IV PRECAST CONCRETE FIBER
MAN40LE STEPS
TO EQUALIZAIRIN TANK
TO
GALLON BEV. - ZISBOt GAL
O.C.
LAYER 4
j
SWR
HOSECBARBS SECURE ALL W/
r 0 SON. 40
PVC MANIFOLD
"ISM—
31OIUBIE 1V M 1-1/ED 2'
SiONE
1
I z
RIME
WASTEWATER TREATMENT
SYSTEM DETAILS
S_
AS NOTED
WE
(V L x 45' 1 x 0.6 D. LEACHING FRO)
9T DEG S.
—ESTMAIEDMffl- 7.12 10.60
(4 MOUNTING BRACX]FTS
NFL ENT FROM r CIA, Sm
L_@ rAION M-7.02"IM"I DOSING FIELD SECTION
ALL INSTALLATIONS OUST CONFORM TO THE MINIMUM REQUIREMENTS OF nu 5
SEWAGE TREATMENT SYSTEM SCHEMATIC PROFILE
" Si
A 1.
573
LAM 3
DET -2
260 CRANBERRY HIGHWAY
10.43 lox
ANOX)c TAH( 40 PVC PPE
10.13
10.00
(DCEC 2003
(508) 255-6511
MEDIA
—
LAYER 2
_an
-1.30
MEDIA
LAVER I
AERATION TANK 3,759E GALLON
(NO SCALE 4-20- SEE DUALS)
IF CIA FVC PIP
(2) IF PVC CHECK
- M ANGXX FILTER PVC IWU)ENT FROM EFFLUENT TO FIN
AL
EOUAJZATCN TANK IN. 4' SON 9.75 SEnLNO TANK
MOTION VALVE 40 PVC TEE SUM THAnna
(21 SPED NGFS WATERTIGHT CASKET (2 4 Y DIA PVC 5 I' CIA FLEXELE HOSES
SCHO 40 PIPE
(
2 .) 2' MALE
CONPACTM BASE-/ 4-(2) IF Ic IF HAM ADAPTOR
W/ r LAYER OF
CaLISHED STOW
EQUALIZATION TANK 2.000 GAL.
(NO SCALE) (ZODO GALLON H2O SEPTIC TANK)
4! DUAL
FORCE MAIN
FLOW CNECK
METERS VALVES
4! DIA.
FORCE MAIN
36'X36' HEAVY
SINGLE I.E. ACCESS
PRECAST REINFORCED
CONCRETE VALVE VAULT
WARAIN (N-20)
FLOW TO
LEACHING
SYSTEM NORTH
FLOW TO
I
Z—.—ING
SYSTEM SOUTH
(TOP VIM
VALVE VAULT DETAILS (DOSING)
IN SCALE)
(S
) MEDIA XES
SMOD PVC.BOFILLED mom
WIN PVC MIA (f SO CO PALL® BASE
4v RON)
W/ r LAYER OF
(2) -I.E. PVC CHEM VALVES QLANED STONE
If CRUSHED STONE 2 x PUMP SUP T . FROVICE 1/9' BLEED HUB ABOVE OiECK VALVE
ONDER MORE UNDER SLUDGE PUMP (PROVIDE AN Ile
EACH "a REAP IRA WEEP HOLE ABOVE PUMP
(2) - SS GRUF4FOS PUMPS HaGn
• RACED ON 2' DA. PAM 2-4' TiM
2r DIA. HEAVY DUTY CAST IRON
FRAME & COVER TO FINISH GUM
mmm SEffin (TV.)
6' CIA. SCHIMULE 40 M PK
FINAL SETTLING TANK 2,000 GAL
ANOXIC FILTER 2,000 GALLONS (NO SCALE) (ZDOO G4LCN H2O SEPTIC TANK)
NO SCALE
IF SLUDGE RECYCLE TO
NOTES:
SEPTIC TAW
1. PUMPS, CONTROLS & MEDIA SUPPLIED BY
(NO SCAM - SEE DETAILS)
AQUAPONT AND WSTAUED BY GENERAL
2r CIA. HEAVY DITTY CAST RON
30' CIA. HEAVY DIM COST RUN
iNFLUENTFROM
HALLIDAY ACCESS DOM
Tj
EWAUZA ON TAW
HALUDAY ACCESS DOOR MODEL NO.
IF UNION ON SLDB-�
E3 A MINMUM UM D" OF 4! 9'.
TREATED
EFFLUENT 4. RJ'F-OUNT ELECTRICAL JJNCTION BOX AT TOP
CONCRETE
FRAME & COVER TO FINISH GRADE
FRAME COVER (CENTER COVER
20' DIA. HEAVY WN CAST "
MODEL NO. S1536M OR
26" U HEAVY DUTY CAST IRON FRAME &
TO FUSH GRADE
SZS4848 OR APPROVED EQUAL
DISCHARGE
('STAMPED (TIP.,
OVER BAFFLE) To FINISH GRADE
FRAME A, COVER 11 FINISH GRADE
('STAMPED SWO (TTP.)
APPROVED EQUAL
COVER
('STAMPED SEW) cm.)
C2 M ANIFULD
/�PF CHECK VALVE AND
VC SOD 40 PIT"M
"MAYACCESS DOOR
MODEL NO. 51SMM OR
'STANPED (TTP.)
ir
APPROVED EDUAL
'-"
mg""-.w--� 1
4 .
IV PRECAST CONCRETE FIBER
MAN40LE STEPS
WENT WIN EIRD SOW MANIFW & FORCE MAIN M REIMAN
FULLY CHARGED. H2 WEEPHOLE AT
GALLON BEV. - ZISBOt GAL
O.C.
CARBON FEED IN Y OA
SWR
HOSECBARBS SECURE ALL W/
r 0 SON. 40
PVC MANIFOLD
"ISM—
31OIUBIE 1V M 1-1/ED 2'
SiONE
CONIM NO
I z
RIME
WASTEWATER TREATMENT
SYSTEM DETAILS
S_
AS NOTED
WE
(V L x 45' 1 x 0.6 D. LEACHING FRO)
9T DEG S.
SHA WS SUPERMARKET
(4 MOUNTING BRACX]FTS
NFL ENT FROM r CIA, Sm
L_@ rAION M-7.02"IM"I DOSING FIELD SECTION
ALL INSTALLATIONS OUST CONFORM TO THE MINIMUM REQUIREMENTS OF nu 5
SEWAGE TREATMENT SYSTEM SCHEMATIC PROFILE
" Si
A 1.
573
COASTAL ENGINEERING
Compmy, INC.
L FNGIN N SURVEYORS
PROFESSIONAL
DET -2
260 CRANBERRY HIGHWAY
(3 LIFTING ROPES
ANOX)c TAH( 40 PVC PPE
10.00
IF CIA FVC PIP
(2) IF PVC CHECK
- M ANGXX FILTER PVC IWU)ENT FROM EFFLUENT TO FIN
AL
EOUAJZATCN TANK IN. 4' SON 9.75 SEnLNO TANK
MOTION VALVE 40 PVC TEE SUM THAnna
(21 SPED NGFS WATERTIGHT CASKET (2 4 Y DIA PVC 5 I' CIA FLEXELE HOSES
SCHO 40 PIPE
(
2 .) 2' MALE
CONPACTM BASE-/ 4-(2) IF Ic IF HAM ADAPTOR
W/ r LAYER OF
CaLISHED STOW
EQUALIZATION TANK 2.000 GAL.
(NO SCALE) (ZODO GALLON H2O SEPTIC TANK)
4! DUAL
FORCE MAIN
FLOW CNECK
METERS VALVES
4! DIA.
FORCE MAIN
36'X36' HEAVY
SINGLE I.E. ACCESS
PRECAST REINFORCED
CONCRETE VALVE VAULT
WARAIN (N-20)
FLOW TO
LEACHING
SYSTEM NORTH
FLOW TO
I
Z—.—ING
SYSTEM SOUTH
(TOP VIM
VALVE VAULT DETAILS (DOSING)
IN SCALE)
(S
) MEDIA XES
SMOD PVC.BOFILLED mom
WIN PVC MIA (f SO CO PALL® BASE
4v RON)
W/ r LAYER OF
(2) -I.E. PVC CHEM VALVES QLANED STONE
If CRUSHED STONE 2 x PUMP SUP T . FROVICE 1/9' BLEED HUB ABOVE OiECK VALVE
ONDER MORE UNDER SLUDGE PUMP (PROVIDE AN Ile
EACH "a REAP IRA WEEP HOLE ABOVE PUMP
(2) - SS GRUF4FOS PUMPS HaGn
• RACED ON 2' DA. PAM 2-4' TiM
2r DIA. HEAVY DUTY CAST IRON
FRAME & COVER TO FINISH GUM
mmm SEffin (TV.)
6' CIA. SCHIMULE 40 M PK
FINAL SETTLING TANK 2,000 GAL
ANOXIC FILTER 2,000 GALLONS (NO SCALE) (ZDOO G4LCN H2O SEPTIC TANK)
NO SCALE
IF SLUDGE RECYCLE TO
NOTES:
SEPTIC TAW
1. PUMPS, CONTROLS & MEDIA SUPPLIED BY
(NO SCAM - SEE DETAILS)
AQUAPONT AND WSTAUED BY GENERAL
5,000 GALLON
CONTRACTOR. MITITUCIRRIS WILL BE
iNFLUENTFROM
PROMDED BY AQUAPONT.
2. PROVIDE A 4' ALUMINIUM HATCH OVER
Tj
EWAUZA ON TAW
TANK CENTER
I USE A 4,000 GALLON CON TAW WITH
5,040 C.P.D.
E3 A MINMUM UM D" OF 4! 9'.
TREATED
EFFLUENT 4. RJ'F-OUNT ELECTRICAL JJNCTION BOX AT TOP
CONCRETE
LAorm, Gt
1
S CONTRA" IS RESPONSIBLE FOR SECUIRING
BODS 30mgA
THE BLACKS M THE CMCRM TANK
ANOXIC FILTER PLAN
EFFLUENT
W SCALE
BIOCLERE 24130 UNIT #1
BIOCLERE 30124
UNIT
#U
(NO SCAM - SEE DETAILS)
(NO SCALE - SEE DETAILS)
5,000 GALLON
WASTEWATER TREATMENT
PLANT CAPACITY,
H-20 RATED
4! FORCE MAIN
DAILY DESIGN FLOW:
5,040 C.P.D.
FINISH PAVED PAFM AREA-\
EL MMES I 5.1-17.1
LAorm, Gt
1
DESIGN
BODS 30mgA
PUMP, 'OK, SWITCH
EFFLUENT
TSS 30mg,4
(TYPICAL)
QUALITY:
TN 7mg/1
f LAYER OF I/e TO
11r WASHED STONEY/
2'.
r_1 SUMP
we" r CONCRETE
HALLIDAY ACCES!i DOOR CO LME AROUND 111111
IMIUM 111110-330 PAL
"MAYACCESS DOOR
MODEL NO. 51SMM OR
MODEL NO. 52S" OR
APPROVED mum.
ir
APPROVED EDUAL
FOR EACH PUMP
CIA, SCHEDULE 4D PIC HQM
-RESERVE CAPACITY ABOVE ALARM
MAN40LE STEPS
WENT WIN EIRD SOW MANIFW & FORCE MAIN M REIMAN
FULLY CHARGED. H2 WEEPHOLE AT
GALLON BEV. - ZISBOt GAL
O.C.
iii PUMP CHAM
SWR
4' 0 SQL
P111 FORCE MAIN-\ 3
FT T 1 4! 0 SCH. 40 PVC
FORCE MAINS
G Q
FIENDS
PPE
NOTE* PIPES SHALL BE SECURELY
SUPPORTED IN VAULT
If OM "AM SNP
FILLED VM 314r OLA.
WASHED STONE
VALVE VAULT DETAIL
(NO SCALE)
1. ALL TMKS AM MANHOLES SIAM BE FACTORY WATERPROOFED.
2. AL PM F1EV. Z1 SQU BE FFITED
& Wp&
WATED L ORA
TIRGHT SKET PR= CORPORKDOW Pa. POSITIVE
Sm GA -lam OR APPROVED EQUAL,
NEMA 4x
TO VALVE VAULT
fO SCHEDULE 40 P.Y.C.
7HEAOED CM
JUNCTION BOX
5,000 GALLON
H-20 RATED
4! FORCE MAIN
— ALARM AM
PUMP CHAMBER
FINISH PAVED PAFM AREA-\
EL MMES I 5.1-17.1
LAorm, Gt
1
(Tvrw
PUMP, 'OK, SWITCH
PUMP
8. LEVELS
(TYPICAL)
FLAP 'OFr
ELEV. - 1.75wt
e'
f LAYER OF I/e TO
11r WASHED STONEY/
2'.
r_1 SUMP
DUP(EX ALTERNATING
IMIUM 111110-330 PAL
PUMPS
LIFE OUT RAL SYSTEM
ir
FOR EACH PUMP
-RESERVE CAPACITY ABOVE ALARM
PUMP CHAMBER
5,000
GALLON BEV. - ZISBOt GAL
(NO SCALE) (5,000 GALLON H2O SEPTIC TANK)
4' 0 SQL
P111 FORCE MAIN-\ 3
FT T 1 4! 0 SCH. 40 PVC
FORCE MAINS
G Q
FIENDS
PPE
NOTE* PIPES SHALL BE SECURELY
SUPPORTED IN VAULT
If OM "AM SNP
FILLED VM 314r OLA.
WASHED STONE
VALVE VAULT DETAIL
(NO SCALE)
1. ALL TMKS AM MANHOLES SIAM BE FACTORY WATERPROOFED.
2. AL PM F1EV. Z1 SQU BE FFITED
& Wp&
WATED L ORA
TIRGHT SKET PR= CORPORKDOW Pa. POSITIVE
Sm GA -lam OR APPROVED EQUAL,
fO SCHEDULE 40 P.Y.C.
7HEAOED CM
COLLAR
V EHCI CLEANOUT COVER
TO FINISH GRADE (TrICAL)
FINISH PAVED PAFM AREA-\
EL MMES I 5.1-17.1
IN% PAVED PARKING AREA
(Tvrw
MIRAFT 60OX GECFAERCOR EQUAL
VER LEACH FIELD AND 27 BEYOND
a,
f LAYER OF I/e TO
11r WASHED STONEY/
SCH 40 PVC PRESSURE PIPE
/-LATERAL (HOLES FACING DCw*)
O'CRUSHED STONE
2. 1/26/04 REVISE ANOXIC TAW DETAIL
SMR
LARGE. RAD1JS
em (TYP.)
1. 6/18/03 MODIFY SOIL ABSORPTION SYSTEM ELEVATIONS
SWR
r 0 SON. 40
PVC MANIFOLD
13.75ALL
31OIUBIE 1V M 1-1/ED 2'
SiONE
75
13..75
RIME
WASTEWATER TREATMENT
SYSTEM DETAILS
�Lti5-537.00
AS NOTED
WE
(V L x 45' 1 x 0.6 D. LEACHING FRO)
SHA WS SUPERMARKET
OR -MIN SW/MRD
Ci5W-vtp-&Ld-g
L_@ rAION M-7.02"IM"I DOSING FIELD SECTION
ALL INSTALLATIONS OUST CONFORM TO THE MINIMUM REQUIREMENTS OF nu 5
SEWAGE TREATMENT SYSTEM SCHEMATIC PROFILE
" Si
A 1.
CIO APPLEDORE ENGINEERING CO., INC.
1106 RT. 28 YAW". MASSACHUSETTS
COASTAL ENGINEERING
Compmy, INC.
L FNGIN N SURVEYORS
PROFESSIONAL
DET -2
260 CRANBERRY HIGHWAY
ORLEANS, MASS. 02653
(DCEC 2003
(508) 255-6511
5
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