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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