HomeMy WebLinkAboutThe Cove - Underground Storage - Treatment Plant Layout - Sections & Profile (2)�-FL0 W MEASURING
IIBu 6.' PVC TO SIPHON CHAMBER
y � M .
15 —6
" 3 —8"
\ 23'-8"
EL.25.15-�
5M14/> t�Ctt
r
29'-3"
ROTATING
BIOLOGICAL
PLANT LAYOUT CONTACTORS TERTIARY
,GENERAL NOTES: FILTER
FIN. FL. 20.5 ILTE
�. THIS UNDERGROUND TAIan INSTALLATION SHALL COIPLY WITH ALL APPLICABLE W ltJ FIN. GRAD
^m - "r.EGULATIOiiS, ALL REQUIF.E':EIITS' Or FcDEkAL, STATE AND LOCAL CODES — tL
i) 'IETHANOL STORAGE TANK SHALL BE DOUBLE WALL FIBERGLASS WITH THE F���OV, _;� 4 PVC 3 PVC �` —
I:ICL'JDING, BUT NOT LIhITED T0, OSHA. —
FEATURE' S :. Q Q
OVERFLOW FORCE
7) THE CONTRACTOR SHALL CO*:PLY WITH ALL APPLICABLE CODES AND REGULATIONS �, � MAIN _j J
A) INTERSTITIAL IIONITORING WITH AUDIBLE ALARM FOR LEAK DETECTION ,
ICr il? +'G AId .=R
(CONTINUOUS). LOSHA STDS, REGARDING EXCAVATIOI. SHEET PILE HOkI13G SHALL U V
BE INSTALLED IN ALL CASES WHERE DISTANCES BETWEEN BUILDINGS,'!. STREET
%B) AUT014ATIC SHUT-OFF FILL TUBES FOR OVER FILLPROTECTION. EACH FILL LINES, CANOPIES, SIGNS, ISDS SYSTEiIS OR OTHER SUCH ITE S, IS LESS THAN
r „ I, T T T
101. SHEET PILE SHORiIty SHALL ALSO BE REQUIRED WHERE SOIL i•:ATERIALS AiiD _ .
SMALL ALSO BE .QUIPPED WITH 25 GALLON. SECONDARY CONTAINI• ENT ANTHOLE - .. -THAT
. T „*. m - .T TO
COi�TDITIGIIS ARE c. ,.. u. �
„J�d z..A+ UTL 'STABILIZATION DURING EXCAVATION r.I1� TAIIK i
5 12"
MI N.
HAND BACKFILL AND
t HAND COMPACT COARSE
SAND BEDDING
N
-. * T - Fr
ITnTIJFACTURER S LABEL NOTING MANUFACTURER, MANUFACTURE YEAR,
INSTILLATION IS ` DETER LINED BY THE OI1IiER' S ENGINEER TO BE CRITICAL WITH
,C)
'
•
RESPECT TO COT:STITUTiIiG A DANGER 'I'0 EXISTING STRUCTURES OR i ERSOiIS.
_ _
2 2 2
'X 'X
t
- -
�
PUMP PIT
o FILL
EXPLOSION PROOF
WEAR PLATES SHALL BE LOCATED UNDER EACH TANK OPENING, PL,'.TES TO BE IOSUMP
,
GAUGE, 12" X 12" STEEL:
Wil-
BO X
CHEMICAL FEED PUMP
THE J1Jl.t��i'R OF ANY SPILL OR DISCHARGE DURING EXCAVATION "LUST BE tt n
SECTION A—A
,
L ,
E)
T1;11iC SHALL BE AIR TESTED ON THE JOB SITE WITH A 5 PSI PRESSURE TEST
FLOW
��
1
1 METHANOL
:ARSfif:L•' S OFFICE.
GRATING q
BY THE 'EAAUFAC T URER .
ENTIRE TOP OF FILTER WALKW AY
21/2"
6" PV C I I
'
F)
FEED LINE (TO FLOW
PIPE
�— 14---2'- SCUM RETURN RAIL
RESULTS BY WITNESSING THE BLOT' OFF' OF THE TEST PRESSURE. (PREFER PIPT_hG
VENT PIPE
2) ALL
PRODUCT PIPIIiG SHALL BE SECONDARILY CONTAINED FIBERGLASS PIPIs1C..
METER CHAMBER)
Ai
AL PIPIIiG, i1111FR AND OUTER, SHALL BE PRESSURE TESTED V71 -H r"D
_.__,_
:.n.zt'_nL "'UST BE OF APPROVED TYPE Iii ACCORDAIICE WITH
CLARIFIER—
I
F
i
FIN. FL. 20.5
947
E 20.0
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-- —__-- I �-3'� SLUDGE RETURN
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FI'::•:tI S SH;.Lf_ u,_ PROVIDED . _F I�., r uI� L� U-"-_ _.-.I,� t, J1
INV .H2
-
1" METHANOL
1iRITIidG TO THE STATE AUTHORITY ON PROPER FORMS WITH A COPY SENT TO THE
G" FEED LINE
SEPTIC TANK W I
LOCAL FIRE N%RSHAL'S OFFICE AS REQUIRED BY STATE REGULATIONS.
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3,_4"
4" PVC
RECYCLE
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TANK N91
2p
MECHANICAL
CLARIFIER
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�-FL0 W MEASURING
IIBu 6.' PVC TO SIPHON CHAMBER
y � M .
15 —6
" 3 —8"
\ 23'-8"
EL.25.15-�
5M14/> t�Ctt
r
29'-3"
ROTATING
BIOLOGICAL
PLANT LAYOUT CONTACTORS TERTIARY
,GENERAL NOTES: FILTER
FIN. FL. 20.5 ILTE
�. THIS UNDERGROUND TAIan INSTALLATION SHALL COIPLY WITH ALL APPLICABLE W ltJ FIN. GRAD
^m - "r.EGULATIOiiS, ALL REQUIF.E':EIITS' Or FcDEkAL, STATE AND LOCAL CODES — tL
i) 'IETHANOL STORAGE TANK SHALL BE DOUBLE WALL FIBERGLASS WITH THE F���OV, _;� 4 PVC 3 PVC �` —
I:ICL'JDING, BUT NOT LIhITED T0, OSHA. —
FEATURE' S :. Q Q
OVERFLOW FORCE
7) THE CONTRACTOR SHALL CO*:PLY WITH ALL APPLICABLE CODES AND REGULATIONS �, � MAIN _j J
A) INTERSTITIAL IIONITORING WITH AUDIBLE ALARM FOR LEAK DETECTION ,
ICr il? +'G AId .=R
(CONTINUOUS). LOSHA STDS, REGARDING EXCAVATIOI. SHEET PILE HOkI13G SHALL U V
BE INSTALLED IN ALL CASES WHERE DISTANCES BETWEEN BUILDINGS,'!. STREET
%B) AUT014ATIC SHUT-OFF FILL TUBES FOR OVER FILLPROTECTION. EACH FILL LINES, CANOPIES, SIGNS, ISDS SYSTEiIS OR OTHER SUCH ITE S, IS LESS THAN
r „ I, T T T
101. SHEET PILE SHORiIty SHALL ALSO BE REQUIRED WHERE SOIL i•:ATERIALS AiiD _ .
SMALL ALSO BE .QUIPPED WITH 25 GALLON. SECONDARY CONTAINI• ENT ANTHOLE - .. -THAT
. T „*. m - .T TO
COi�TDITIGIIS ARE c. ,.. u. �
„J�d z..A+ UTL 'STABILIZATION DURING EXCAVATION r.I1� TAIIK i
5 12"
MI N.
HAND BACKFILL AND
t HAND COMPACT COARSE
SAND BEDDING
1, - .
�, ,�, i -1 ATC ., -1 E A
`U - 'U --'Pr ; II ' S�aSI;IG DE';TCE C-11JECTi D 1'0 Af.i ALAR..
_ - j
j.._.... OU?LI.:GS, U:
INV OUT INV OJT
-) "' - FROI t,"Y BOUIIDARY 'ND 'TOPOGRAPHICAL Ill!'OREATION DF�IC-, D, Oi; ijIS OUT 24.00
INV 21.17
• rL ,:. ,.AS TAK%1. R.OA OTHER DRAWINGS FURNISHED BY THE OWNER. 22.75
INV IN EL. 25.15 INV IN INV IN
5) THE CONTRACTOR SHALL CONTACT DIG -SAFE PRIOR TO ANY CONSTRUCTION 21.0 _ 19.75 23.83
_ EXCAVATION.
V _ � �' H W
'—EL. 24.65
IL
® _
5 _ 15 67
INV IN
� INV OUT '
3,-P MP N 15.5 , INV 'IN
® LWL 15. 0
r ROTATING BIOLOGICAL
EQUALIZATION TANK CONTACTOR CLARIFIER TERTIARY FILTER DISTRIBUTION
-- B O x
INV -0.05 VARIES LE ACH 1 N G
TRENCHES
ASoBUILT FIELD MEASUREMENTS: 1,*28o87
887
HYDRAULIC PROFILE
•
N.T.S. HOFMgs 'ILL CREEK COVE
cr cnaLos
L �. tiG YARMOUTH, MASS.
�u n ia
No. 33F I2 H
E�° TREATMENT, PLANT LAYOUT
SECTIONS & PROFILE
A S e B U' LT PLAN I C` -=ter' Planning & Engineering DATE 8-2-90
Civil/Sanitary Consultants
qJANU/- ZS G ` �t�� L_ Ivo S LL 59 Stiles Road, Suite 203 SCALE: N.T.S.
ARY 1987 Salem, NH 03079
ISSUE DATE DESCRIPTION BY CHKD. APP.
(603) 893-3515 SHEET 2 OF 3
-. * T - Fr
ITnTIJFACTURER S LABEL NOTING MANUFACTURER, MANUFACTURE YEAR,
INSTILLATION IS ` DETER LINED BY THE OI1IiER' S ENGINEER TO BE CRITICAL WITH
,C)
'
r�
DIIHIENSIONS/CAPACITY.
RESPECT TO COT:STITUTiIiG A DANGER 'I'0 EXISTING STRUCTURES OR i ERSOiIS.
_ _
2 2 2
'X 'X
PUMP PIT
3
WEAR PLATES SHALL BE LOCATED UNDER EACH TANK OPENING, PL,'.TES TO BE IOSUMP
TANK INSTALLATION REQUIREMENTS
GAUGE, 12" X 12" STEEL:
THE J1Jl.t��i'R OF ANY SPILL OR DISCHARGE DURING EXCAVATION "LUST BE tt n
SECTION A—A
PIPE RAIL
E)
T1;11iC SHALL BE AIR TESTED ON THE JOB SITE WITH A 5 PSI PRESSURE TEST
FLOW
METER
:ARSfif:L•' S OFFICE.
GRATING q
BY THE 'EAAUFAC T URER .
ENTIRE TOP OF FILTER WALKW AY
2) UPON P_r.CE;1E11T G= THE TANK, THE LOCAL FIRE : AP.SHAL SHALL BE NOT 7 FIF,D IN
6" PV C I I
'
F)
OUTER V;ALL SHALL BE ALL FIBERGLASS AI4D COVER THE EtiTIRE TAill:.
PIPE
�— 14---2'- SCUM RETURN RAIL
RESULTS BY WITNESSING THE BLOT' OFF' OF THE TEST PRESSURE. (PREFER PIPT_hG
r
2) ALL
PRODUCT PIPIIiG SHALL BE SECONDARILY CONTAINED FIBERGLASS PIPIs1C..
TERTIARY FILTER 2� II II MECHANICAL
Ai
AL PIPIIiG, i1111FR AND OUTER, SHALL BE PRESSURE TESTED V71 -H r"D
_.__,_
:.n.zt'_nL "'UST BE OF APPROVED TYPE Iii ACCORDAIICE WITH
CLARIFIER—
I
FIN. FL. 20.5
947
E 20.0
B;
--- _ — _ _ _—
-- -- ~ '4•, ---- - L---- _ _
r , . T T ,.
'ri :.01 7 T, ::UST ,hOY VIRITTEI VERIFICA; ICI: FRO:: TANK CO IP' _11CLUDl:IG nT,Y
C AOR
;XTR � i r ITTTI' .
Cr"PE_LLIZFD rr":�C'TOitY "RAIIIIi1G. (USE OF SAIID)
(//SMH
k" -- II7
-- —__-- I �-3'� SLUDGE RETURN
_ c'n , ,-, T,-� C PPE , . _ -----,TT . ;7TH';
FI'::•:tI S SH;.Lf_ u,_ PROVIDED . _F I�., r uI� L� U-"-_ _.-.I,� t, J1
INV .H2
-
1" METHANOL
1iRITIidG TO THE STATE AUTHORITY ON PROPER FORMS WITH A COPY SENT TO THE
G" FEED LINE
SEPTIC TANK W I
LOCAL FIRE N%RSHAL'S OFFICE AS REQUIRED BY STATE REGULATIONS.
1, - .
�, ,�, i -1 ATC ., -1 E A
`U - 'U --'Pr ; II ' S�aSI;IG DE';TCE C-11JECTi D 1'0 Af.i ALAR..
_ - j
j.._.... OU?LI.:GS, U:
INV OUT INV OJT
-) "' - FROI t,"Y BOUIIDARY 'ND 'TOPOGRAPHICAL Ill!'OREATION DF�IC-, D, Oi; ijIS OUT 24.00
INV 21.17
• rL ,:. ,.AS TAK%1. R.OA OTHER DRAWINGS FURNISHED BY THE OWNER. 22.75
INV IN EL. 25.15 INV IN INV IN
5) THE CONTRACTOR SHALL CONTACT DIG -SAFE PRIOR TO ANY CONSTRUCTION 21.0 _ 19.75 23.83
_ EXCAVATION.
V _ � �' H W
'—EL. 24.65
IL
® _
5 _ 15 67
INV IN
� INV OUT '
3,-P MP N 15.5 , INV 'IN
® LWL 15. 0
r ROTATING BIOLOGICAL
EQUALIZATION TANK CONTACTOR CLARIFIER TERTIARY FILTER DISTRIBUTION
-- B O x
INV -0.05 VARIES LE ACH 1 N G
TRENCHES
ASoBUILT FIELD MEASUREMENTS: 1,*28o87
887
HYDRAULIC PROFILE
•
N.T.S. HOFMgs 'ILL CREEK COVE
cr cnaLos
L �. tiG YARMOUTH, MASS.
�u n ia
No. 33F I2 H
E�° TREATMENT, PLANT LAYOUT
SECTIONS & PROFILE
A S e B U' LT PLAN I C` -=ter' Planning & Engineering DATE 8-2-90
Civil/Sanitary Consultants
qJANU/- ZS G ` �t�� L_ Ivo S LL 59 Stiles Road, Suite 203 SCALE: N.T.S.
ARY 1987 Salem, NH 03079
ISSUE DATE DESCRIPTION BY CHKD. APP.
(603) 893-3515 SHEET 2 OF 3
-. * T - Fr
ITnTIJFACTURER S LABEL NOTING MANUFACTURER, MANUFACTURE YEAR,
INSTILLATION IS ` DETER LINED BY THE OI1IiER' S ENGINEER TO BE CRITICAL WITH
,C)
'
r�
DIIHIENSIONS/CAPACITY.
RESPECT TO COT:STITUTiIiG A DANGER 'I'0 EXISTING STRUCTURES OR i ERSOiIS.
_ _
2 2 2
'X 'X
PUMP PIT
D)
WEAR PLATES SHALL BE LOCATED UNDER EACH TANK OPENING, PL,'.TES TO BE IOSUMP
TANK INSTALLATION REQUIREMENTS
GAUGE, 12" X 12" STEEL:
THE J1Jl.t��i'R OF ANY SPILL OR DISCHARGE DURING EXCAVATION "LUST BE tt n
SECTION A—A
�� tt
SECTION C—C
E)
T1;11iC SHALL BE AIR TESTED ON THE JOB SITE WITH A 5 PSI PRESSURE TEST
i<EpOtr;E; TO THE PROPER STATE AI4D FEDERAL AGENCY AND THE LOCAL FIRE
Oil THE INNER AND OUTER WALL. TANK SHALL BE CERTIFIED ;.ND WARRANTED
:ARSfif:L•' S OFFICE.
BY THE 'EAAUFAC T URER .
2) UPON P_r.CE;1E11T G= THE TANK, THE LOCAL FIRE : AP.SHAL SHALL BE NOT 7 FIF,D IN
'
F)
OUTER V;ALL SHALL BE ALL FIBERGLASS AI4D COVER THE EtiTIRE TAill:.
SUFFIC1EN7 TLIE INIIHIU14 2 HOURS) TO VERIFY THE "III-GROUIID" ;SIR TEST
RESULTS BY WITNESSING THE BLOT' OFF' OF THE TEST PRESSURE. (PREFER PIPT_hG
2) ALL
PRODUCT PIPIIiG SHALL BE SECONDARILY CONTAINED FIBERGLASS PIPIs1C..
Ai
AL PIPIIiG, i1111FR AND OUTER, SHALL BE PRESSURE TESTED V71 -H r"D
_.__,_
:.n.zt'_nL "'UST BE OF APPROVED TYPE Iii ACCORDAIICE WITH
iIUFAC UkER'S SPECIFICATION. Anil' SUESTITUTE X"TERIAL NOT SPECIFICALLY
B;
:iiT PiP:iiG SHALL HAVE BALL FLOAT VALS,'L LOCAT= �`: i11' '.'AI:i:
r , . T T ,.
'ri :.01 7 T, ::UST ,hOY VIRITTEI VERIFICA; ICI: FRO:: TANK CO IP' _11CLUDl:IG nT,Y
C AOR
;XTR � i r ITTTI' .
Cr"PE_LLIZFD rr":�C'TOitY "RAIIIIi1G. (USE OF SAIID)
Ci
_ c'n , ,-, T,-� C PPE , . _ -----,TT . ;7TH';
FI'::•:tI S SH;.Lf_ u,_ PROVIDED . _F I�., r uI� L� U-"-_ _.-.I,� t, J1
� THE !NSTALLITION SHALL BE REPORTED WITHIII 30 DAYS OF THE INSTALLATION IId
1iRITIidG TO THE STATE AUTHORITY ON PROPER FORMS WITH A COPY SENT TO THE
LOCAL FIRE N%RSHAL'S OFFICE AS REQUIRED BY STATE REGULATIONS.
1, - .
�, ,�, i -1 ATC ., -1 E A
`U - 'U --'Pr ; II ' S�aSI;IG DE';TCE C-11JECTi D 1'0 Af.i ALAR..
_ - j
j.._.... OU?LI.:GS, U:
INV OUT INV OJT
-) "' - FROI t,"Y BOUIIDARY 'ND 'TOPOGRAPHICAL Ill!'OREATION DF�IC-, D, Oi; ijIS OUT 24.00
INV 21.17
• rL ,:. ,.AS TAK%1. R.OA OTHER DRAWINGS FURNISHED BY THE OWNER. 22.75
INV IN EL. 25.15 INV IN INV IN
5) THE CONTRACTOR SHALL CONTACT DIG -SAFE PRIOR TO ANY CONSTRUCTION 21.0 _ 19.75 23.83
_ EXCAVATION.
V _ � �' H W
'—EL. 24.65
IL
® _
5 _ 15 67
INV IN
� INV OUT '
3,-P MP N 15.5 , INV 'IN
® LWL 15. 0
r ROTATING BIOLOGICAL
EQUALIZATION TANK CONTACTOR CLARIFIER TERTIARY FILTER DISTRIBUTION
-- B O x
INV -0.05 VARIES LE ACH 1 N G
TRENCHES
ASoBUILT FIELD MEASUREMENTS: 1,*28o87
887
HYDRAULIC PROFILE
•
N.T.S. HOFMgs 'ILL CREEK COVE
cr cnaLos
L �. tiG YARMOUTH, MASS.
�u n ia
No. 33F I2 H
E�° TREATMENT, PLANT LAYOUT
SECTIONS & PROFILE
A S e B U' LT PLAN I C` -=ter' Planning & Engineering DATE 8-2-90
Civil/Sanitary Consultants
qJANU/- ZS G ` �t�� L_ Ivo S LL 59 Stiles Road, Suite 203 SCALE: N.T.S.
ARY 1987 Salem, NH 03079
ISSUE DATE DESCRIPTION BY CHKD. APP.
(603) 893-3515 SHEET 2 OF 3