HomeMy WebLinkAboutFishers Island Wastewater Facilitydrg. no.
1,2
$
5
6,7 --
8
i10
WAS
WAI
TREATMENT FACILITY
FOR
TH
FISH
RS ISLAND S
WER DIS I NICT,
C-36-1149
INDEX TO DRAWINGS
title
SUBSURFACE SEWAGE
DISPOSAL
SYSTEMS
COMMUNITY
CINEMA
COTTAGES
SANITARY SEWAGE PUMP STATION
FORCE MAINPLAN AND PROFILE
MISCELLANEOUS
STONE REMOVAL
STONE REMOVAL
DETAILS
AREA
CROSS- SECTIONS
TOWN
OF
SOUTHOLD
NEW
YORK
JANUARY, 1984
(REV OCT. IO, 1984)
FISHERS
SEWER DISTRICT'
BOUNDARY
SYSTEM
KEY MAP
scale:
HENRY SOUTHER ENGINEERING, INC.
A DIVISION OF
A.R. LOMBARDI ASSOCIATES, INC.
CO¸
DATE; 12-14-83
LOCATION: COMMUNITY SITE
OBSERVED BY: DGS:
TEST PIT #: ]
TOTAL DEPTH:135 INCHES
0 TO ]O" TOPSOIL
10 TO 36" RED LOAM TRACE OF
SAND (sm)
36 TO 49" GREY FINE SANDY LOAM (sm)
49 TO 63" GREY FINE SANDY LOAM
WITH SMALL COBBLES (sm)
63 TO 88" RED - BROWN POORLY GRADED
SAND AND GRAVEL (gp)
88 TO 135" GREY MEDIUM COARSE
SAND AND GRAVEL (sp)
GROUNDWATER: NO
DEPTH TO GROUNDWATER:
MOTTLING: NO
DEPTH TO MOTTLING:
LEDGE: NO
DEPTH TO LEDGE:
DATE: ]2-14-83
LOCATION: COMMUNITY SITE
OBSERVED BY: DGS
TEST PIT #: 2
TOTAL DEPTH: ]09 INCHES
0 TO ]2" TOPSOIL
12 TO 59" RED BROWN FI]YE SAND (sw)
59 TO ]09" RED BROWN WELL
GRADED SAND AND GRAVEL
SOME 6-10" COBBLES (gp-gw)
GROUNDWATER: NO
DEPTH TO GROUNDWATER:
MOTTLING: NO
DEPTH TO MOTTLING:
LEDGE: NO
DEPTH TO LEDGE:
DATE: 12-14-83
LOCATION: COMMUNITY SITE
OBSERVED BY: DGS
EST PIT #: 3
OTAL DEPTH: 114 INCHES
TO I2" TOPSOIL
TO 72" RED BROWN MEDIUM
COARSE SAND AND GRAVEL
MANY COBBLES SOME UP
TO 12" IN DIAMETER.
TRACE OF FINE SAND (gp)
TO 114" GREY MEDIUM GOARSE
SAND AND GRAVEL, LESS
LARGE COBBLES (gp)
IUNDWATER: NIP
TH TO GROUNDWATER:
TLING: NO
TH TO MOTTLING:
GE: NO
~H TO LEDGE:
]2-]4-83
TI@N: COMMUNITY :SITE
RVED BY: DGS
PIT #: 4
L DEPTH: 118 INCHES
12" TOPSOIL
18" RED FINE SANDY LOAM (sm)
73" GREY FINE SANDY LOAM
SOME LARGE BOULDERS,
TRACE OF RED .(ml)
118" GREY FINE SA.NDY LOAM
COMPACT - MOIRE FINES THAN
ABOVE, FEW B!OULDERS SMALL
:GROUNDWATER: RIG '
TO MOTTLING:
TO LEDGE:
(ml)
NO.
]
2
5
6
6A
8
9
~0
11
12
13
14
15
16
17
1S
19
20
21
23
24
TYPE
MH
MH
D
MH
A
A-2
D
A
A
A
A
C
A
A
A
A
A
C
A
A
A
A
C
A
A
DISTRIBUTION BOX SCHEDULE
IN OUT
DIA. INVERT DIA.
6 20.58 8
6 19.18 6
8 19,8B 3 @ 6
6 19 26 6
4 I 8.59 4
3 @ 4 18.5B 6
6 17,91 3 @ 4
4 18.59 4
4 16.71 4
4 I 6.62 4
4 17.05 3 @ 4
4 17.13 2 @ 4
4 16.81 3 @ 4
4 16.65 4
4 6,17 4
4 6.16 4 -
4 6.~2 4
4 6.58 4 @ 4
4 6.28 4
4 6.14 4
4 575 4
4 5.76 4
4 16.21 4 @ 4
4 15.46 4
4. 15 49 4
SEFrlC TANKS
IN
NO. TYPE DIA. INVERT
I I0~00 GAL, 6 18 91
2 19000 GAL. 6 18.89
$ I0~00 GAL. 6 18.86
NOTES FOR SUBSURFACE SEWAGE DISPOSAL SYSTEM
1. ALL TREES AND SHRUBS ARE TO BE ?EbIOVED FROM AREA
OF LEACtlING FIELD,
2. TOPSOIL 'FO BE STRIPPED IN AREA OF LEACI{I~G'FIELD
AND STORED FOR REUSE.
TIlE GROUND SURFACE OVER THE ENTIRE SUBSUIRFACE
sEWAGE DISPOSAL SYSTEM SHALL BE GRADED A~ND MAINTAINED
TO LEAD SURFACE WATER AWAY FROM Tile AREA,.
DRAWN
CHECKED
DESCRIPTION
BUILT COMMUNITY SYSTEM
SUBSURFACE SEWAGE DISPOSAL SYSTEM
COMMUNITY
FISHERS ISLAND SEWER DISTRICT
TOWN OF SOUTHOLD
C-$6-I 149
CONSULTING CIVIL AND SANITARY ENGINEERS
VERNON
COMM. NO:
79-620
DATE:
JANUARYIO, 1984 1"=40'
CONNECTICUT
SliT. NO:
I0
?/
57£C/;!£/1
2'1
I
DZSTHI~UTION /~OX
DRYWELL
'"'q
4
lARD TYPE "C-I~' DROP INLET TOP
CK
,,? .,_o,,.,..
........ _' ........... £ _ _ .J
SEOTION "A" - "A"
LAYERS TAR PAPER
II
F-3000
Flanged End
Frame
DIMENSIONS
F-3002 F-3004
Standard Hub End
F-3008:
Splgol End
C~o~j~ V~lve Size...In
A
B
C
D
F
O
End View I
of K
Shear Gates L
Dimensions--Inches
are £aced ~tnd drilled to ANSI 125 ponnd template, unk,sa otherwise mztructetL
SUBSURFACE SEWAGE DISPOSAL SYSTEM
FISHERS ISLAND SEWER DISTRICT
TOWN OF SOUTHOLD
C-36-1149
II ASSOCIATES, INC
CONSULTING CIVIL AND SANITARY ENGINEERS
VERNON
COMM. NO:
79 -- 620
LAND SURVEYORS
CONNECTICUT
J DATE: J SCALE: [ SH;,NO:
dANUARY I0, 1984 A,'ot-~-~ OF I0
ELEVATIONS
SEPTIC TANK - INVERT IN ~,
TOP S.T. 11.41 OUT
DIST. BOX - INVERT IM 9.65
TYPE °A'
TOP D.B. I0.01 OUT 9.48
TRENCH INVERT IN #l 9.17
4~x4~x4' OUT #2 9.24
DIAi4ETER
9.48
2 @ 4"
DATE: 12-14-83
LOCATION: CINEMA SITE
OBSERVED BY: DGS
TEST PIT #: ]
TOTAL DEPTH: 60 INCHES
0 TO 8" TOPSOIL
8 TO 23" GREY LOAM (sm)
23 TO 36" BROWN FINE SAND LOAM (sm-ml)
36 TO 60" GREY MEDIUM FINE
SANDY LOAM (sm)
hOTS TO 40" DEPTH
~UNDWATER: YES
~H TO GROUNDWATER: 50"
",LING: NO
~.TO MOTTLING: NO
x~O LEDGE;
~ CINEMA SITE
BY: DGS
: 112 INCHES
pPSOIL
FINE SANDY LOAM (sm)
~-BROWN GRAVELLY
$ - SOME i~" COBBLES (sp)
~ FINE SAI~DY LOAM
~E GRAVEL (sm)
' NO
'%TER:
, NO
NO
WHISTLER AVENUE
NOTES FOR SUBSURFACE SEWAGE DISPOSAL SYSTEM I
1. ALL TREES AND SMRUBS ARE TO BE REhtOVED FROH AREA
OF LEACHING FIELD.
2. TOPSOIL 'FO BE STRIPPED IN AREA OF LEACMING FIELD
AND STORED FOR REUSE.
3. THE GROUND SURFACE OVER THE ENTIRE SUBSURFACE
SEWAGE DISPOSAL SYSTEM SHALL BE GRADED AND MAINTAINED
TO LEAD SURFACE WATER AWAY FROM TNE AREA.
8" ~31A, INLET
PLAN VIEW
WALLs
22"
32"
DATE: 6-6-84
LOCATION: COTTAGES SITE
OBSERVED BY: JAD, MAH
TEST PIT #: 1
TOTAL DEPTH: 132 INCHES
0 TO 4" TOPSOIL
4 TO 42" SAND / FINE SAND (sm)
42 TO 48" ORGANIC
48 TO 108" YELLOWISH BROWN FINE MEDIUM SAND
TRACE FINE GRAVEL (sm)
108 TO 132" YELLOWISH GREY MEDIUM SAND
TRACE FINE GR~VEL
SOME COBBLES (1FT DIA) (sp-sm)
GROUNDWATER: NO
DEPTH TO GROUNDWATER:
MOTTLING: NO
DEPTH TO MOTTLING;
LEDGE: NO
DEPTH TO LEDGE:
DATE: 6-6-84
LOCATION: COTTAGES sITE
ORSERVED BY: JAD, MAH
TEST PIT #: 2
TOTAL DEPTH: 114 INCHES
0 TO 36" SANDY LOAM WITH LARGE BOULDERS (4 FT DIA)
36 TO 42" CINDERS, FILL, BRICKS
42 TO 78" YELLOWISH BROWN FINE COARSE SAND
TRACE GRAVEL TRACE SILT (sp-sm)
78 TO 114" YELLOWISH GREY FINE - COARSE SAND
LITTLE GRAVEL, TRACE SILT, TRACE CLAY
SOME COBBLES (1FT DIA) (sp-sm)
I N OUT COVER
SEPTIC TANK 14,03 13.74 --
# I 13.51 IH,42 (2~3,4) 18.09
# 2 ~2.40 -- 17.35
LARGE BOULDERS (2 - 4 FT DIA)
GROUNDWATER: NO
DEPTH TO GROUNDWATER:
MOTTLING: NO
DEPTH TO MOTTLING:
LEDGE: NO
DEPTH TO LEDGE:
THROUGHOUT EXCAVATION)
NOTES FOR SUBSURFACE SEWAGE DISPOSAL SYSTEM
1. ALL TEEES AND SHRUBS ARE TO BE REMOVED FROM AREA
OF LEACIIING FIELD.
2. TOPSOIl. TO BE STRIPPED IN AHEA OF LEACIIING FIELD
AND STOREI) FOR EEUSE.
TItE GEOUND SURFACE OVER THE ENTIRE SUBSURFACE
SEWAGE DISPOSAL SYSTEM SHALL BE GILkDED AND NAINTAINED
TO LEAD SURFACE WATER AWAY FRON TltE AREA.
LEACHING P C}O LZ CLEAN
SEPTIC TANK
2~000 GALS
DESIGNED
BY MAH
DATE
DRAWN
BY
DATE
CHECKED
BY
DATE
DESCRIP'I',ON
AS/BUILT COTTAGE SYSTEM
SUBSURFACE SEWAGE DISPOSAL SYSTEM
COTTAGES
FISHERS ISLAND SEWER
DISTRICT
TOWN OF SOUTHOLD
C-36- 1149
AB, LOMBAI III
ASSOCIATES, LNG
CONSULTING CIVIL AND SANITARY EN(~INEERS LAND SURVEYORS
VERNON CONNECTICIJ !
COMM. NO: DATE: SCALE: 'r SHT. NOt
79-620 JANUARYIO, I984 AS SHOWN 4 of __
10
It?ON
TOTAL
FL/EL
/
MAIN
SWITCH
PANE£
I"~ PKC ~ZEC, CONDL//T
PUA~P CO~IT~/~OL
PANEL
-- ~"~ PVC
~LEC COHDUIT
PLlMP CONTt~OI /A.T~ /~l,~lN P,~NL-X8
LIN~
FISHERS
/
(CABLES 70 PUMP)
DATE: ]2-]2-80
LOCATION: POMP STATION
OBSERVED BY: TBD
TEST PIT #: I
TOTAL DEPTH: 96 INCHES
0 TO 22"
22 TO 44"
44 TO 96"
BLACK TOPSOIL
DEMOLITION FILL
BROWN FINE SANDlot)
AND SILT LOAM
MOTTLED FIRE SAND~s~)
AND ~ILT - TRACE
MEDIUM TO COARSE SAND
SMALL BOULDERS AND COBBLES
FOUND THROUGHOUT PROFILE
DEPTH TO GROUNDWATER: 74"
MOTTLING: YES
DEPTB TO MOTTLING: 44"
LEDGE: NO
DEPTO TO LEDGE~
GROUNWATER IN STANDPIPE
OBSERVED ]2/83
SEWAGE PUMP STATI O N
ISLAND SEWER DISTRICT
TOWN OF SOUTHOLD
ASSOCIATES, INC.
CONSULTING CIVIL AND SANITARY ENGINEERS
VERNON
COMM. NO: DATE: SCALE:
LAND SURVEYORS
CONNECTICUT
SHT, NO:
C-~ 6-1149 79-620 JANUARYIO, 1984 AS SHOWN 5 OF lO,,
ccC*
FORCE MAIN PLAN PROFILE
FISHERS ISLAND SEWER DISTRICT
'I"OWN OF SOUTHOLD
C-36-1149
ASSOCIATES, LNC
VERNCN
79-620
DATE: SCALE:
VCR'r: I:;= 4'
JANUARYIO, 1964 HOR, I :40'
LAND SURVEYORS
CONNECTICUT
~HT. NO:
I0
5 , ++ _...-¢ ~ ~
I / ....-" ~ ~ .............. ~ ~ ........... '~ ......................... = - ..........................._~_
,r'. __.f,'~"----~-~ ~--~~~~~'~-c::':=::=~ =__~_ ........... ~--._
FLAT ~TOC Kx
~," BIT. CONC~t5 TF (D,C.,, CLACG I )
/
~' - ~"" T~P ~Oc~
~ AS ~[fl~T OtAMWt~I L GI~AT~ AT OIJTFALL
)IA Cf~Y'W~.t~. / I8"TI[ E PI?~5 '~Fvv'E¢ MAiN
/
NOW bEALEU O~:i=(EX~L'T-J / "
FORCE MAIN PLAN PROFILE 8~ LOIll~nl
ASSOCIATES,
FISHERS ISLAND SEWER DISTRICT ve~.o. TOWN OF SOUTHOLD ~..
a~ -
HD"' 'HT OT O~ X ~ ~.~1
EXPOSED STRAP SHALL
~ lIVEN A HEAVY Irt
COATING · ~Iq~APPE. D
WITH ~URLAP AFTEN
PIPE IS IN PLACE TO
THE SATISFACTION OF
THE ENGINEER
/
STANDA~tD HOOK------..._._.~ /
(TYPICAL) ~
STRAP · 3'X 3/8'
(ASTM A-$6 STEEL
ANCHOR THRUST
PLAN - T~
CONCRETE
DOUBLE LEAF 'CHANNEL FRAME
ALUMINUM
BAN ~ "? BAR
· (ASTM A-RI5
RAN
CURE
BLOCK
SECTION..,
PI.AN - 4u--
FITTING SUPPORTS
DOUBLE LEAF ALUMINUM
PAVEMENT
LIMIT OF PAVEMENT
REMOVAL
RASE
,iS REQ'D
4%'6" MIN.
PAYMENT LIMIT FO~I EARTH
EXCAVATION &MO S&~FN.L
- FINI ~,1 UADE
l" LOMI I IRED
(~S NE~JINEO)
~D BACKFILL
CONTAINING NO STONE
LARGER THAN G"
A~OUND PIPE CDM~C~D
~FILL CO_N'T_~,ININg NO SLOPE
LAR~ER THAN $. ~RAVEL
BORROW TO BE USED AS
BACKFILL IN UN~UITAM r SOiL
AS DIRECTED BY ENGM.
Precosf M,H
saetia
B - ~/2 to ~/~
crushec~' s t o ne ~.~
L
TYPICAL
See DetuH
Note I
;oncrete or.
(As specified)
MANHOLE WITH NEOPRENE SEAL ASSEMBLy
HALF SECTION HALF SECTION
IN EARTH IN ROCK
TYPICAL TRENCH DETAIL
(FORCE MAIN)
A. ST M C-443.
Precosl Manhole
Nashua Precost Carp,
or equal).
~-ROCK FREE FILL
6' MIN. ~
T L- ~,/4" TRAP ROCK
TYPICAL EARTH TRENCH
DETAIL
( SANITARY SEWER)
& ' ~Precast MH Wall
-
. ,~-, ' ' - ' , ,,' See Note 2
Pipe
DETAIL
Manhole
Bose
IO"M~n,
A
NOTE* T
I, NH. Cone and riser sections to conform
toASTM Designation C478-61T
Manhole
TYPICAL
Sleeve
~/2" to 3/4"
crushed stone
Lifhng holes to be provided on
3. Absorphon ~ot to exceed 8% os per
AS,TM designation C-76
48 diameter manhole to be used
w;Th maximum nominal pipe
diameter of 24"
=ipe Di~ '~"
6". B
B" I0
I0"
~2" 14 7/8"
15' IB 7/8"
MANHOLE WITH LOCK JOINT
-Stainless Steel Stro
Precost M H
Section ~
FLEXIBLE SLEEVE
TYPICAL MANHOLE
Wedge
(from mside)~
crushed stone
3'-O'Min
SECTIOh
~Gosket
Up to I§
allowable mis-
alignment off
center in
direction
WITH PRESS WEDGE TT ASSEMBLY
SECTION A--A
Br~ck- Adjust to
final grade
3"-
bituminous woterproofmg
, materiol-(see specifications)
ubber 0 Ring Gasket joint
In accordance with ASTM
D estgnat m~ C -~36 I
P.R ECAST SANITARY
to be Brick Lined
6 mm-if poured conformto
Standard Son Sew. M.H
SEWER MANHOLE
r SINGLE LEAFALUM NUM
DESi~NED
DRAWN
BY
DATE
CHECKED
REV DATE I DESCRIPTION
MISCELLANEOUS DETAILS
FISHERS ISLAND SEWER DISTRICT
TOWN OF SOUTHOLD
C-36- II 49
VERNON
[.OMM N(-) j DATE '~/ ;%L ~
r79-620 JANUARY 10,1984
I0
LMT'
, (APPROXIMATE ELEV~T'ION ,I ',
~ . ~ , ~ .--7-~ .~,~,~
' '"' *~ - sTONE REMOVAL NOTES
/
;. , .. ~ .... ~ '- ~O~N~/~ / .,
: I,'~O~UN~TY SEPTIC SYST~ CONSTRUCTION ] RH B ~ ;,~'
~ECTIO~ "' '
· ,CO~NITY S~PTIC SYSTEM ( ,' ~ -- ,
' "- RHB
'" CuB
-:' Fs '-LIMIT.OF FLOODPL CuE
, ,' '(ARPR0XlMATE ELE ":,
Es ' -~ '
,-.,. , , /
~ ~.,.d ~7~'' ' '" '
, ~wt/ , , ,. ,
' -" " ' 'SECTION C
LEGEND ' '~ -:, ~ , ~ '
, .:.. -~?... . ~ -,
CuC ' '
FISHERSISLAND
BM ~,~,,~,~,~,~. ~,~ ,_o.., ~=~ ' '~ ~*~'~ ~ :~" ~'~: ~ ~*~ ~:'~'~ STONE REMOVAL AREA
-- -' FLOODPLAIN
PLA .=~o~,~ ~, o-~ ~o~ ~oT~: -.. ~-~ ~ JAN 1982
79-620 'TBH
~o~o~ ~,~,;N'~.~:,~,~,~::'.:. ~ . ~,' ~ " ,,,,,0. ~.:., LOCATIONS
DU ~z o~ ~oo~.~:~.~ ~..u..~:~.: ' .~ ::: ~.. ' -.
' ............. ~ ER ~A~EERING
" - ' ~ o/ao/~* SOUTH ENG' INC.
' L: : , ': [1.-,, ,
CROSS SECTIONS
ASSOCIATES, INC.
CONSULT[NG C[¥1L AND SANITARY ENGINEER5
VERNON
COMM. NO:
79 620
LAND SURVEYORS
CONNECTICUT
DATE: SCALE: SHT. NO:
SEPT 1984 I"=lo' 4oRz. I0 or I0
STONE REMOVAL AREA
FISHERS ISLAND
EXISTING GRADE ............
PROPOSED GRADE
NOTE BOOK NO..
.3O
ii't
'hO