public notice - united states army corps of …...department of state, division of coastal resources...
TRANSCRIPT
PUBLIC NOTICE
US Army Corps of Engineers New York District
Jacob K Javits Federal Building In replying refer to New York NY 10278-0090 Public Notice Number NAN-2011-00680-EHA ATTN Regulatory Branch Issue Date May 3 2012
Expiration Date June 4 2012
To Whom It May Concern
The New York District Corps of Engineers has received an application for a Department of the Army permit pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 USC 403) and Section 404 of the Clean Water Act (33 USC 1344)
APPLICANT New York City Department of Environmental Protection 96-05 Horace Harding Expressway Flushing New York 11368
ACTIVITY Install air header piping with diffusers and maintain eXisting air header piping with diffusers
WATERWAY English Kills tributary to Newtown Creek
LOCATION Borough of Brooklyn Kings County New York
Adetailed description and plans of the applicants activity are enclosed to assist in your review
The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest That decision will reflect the national concern for both protection and utilization of important resources The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments All factors which may be relevant to the proposal will be considered including the cumulative effects thereof among those are conservation economics aesthetics general environmental concerns wetlands historic properties fish and wildlife values flood hazards floodplain values land use navigation shoreline erosion and accretion recreation water supply and conservation water quality energy needs safety food and fiber production mineral needs considerations of property ownership and in general the needs and welfare of the people
The Corps of Engineers is SOliciting comments from the public Federal state and local agencies and officials Indian Tribes and other interested parties in order to consider and evaluate the impacts of this proposed activity Any comments received will be considered by the Corps of Engineers to determine whether to issue mOdify condition or deny a permit for this proposal To make this decision comments are used to assess impacts on endangered species historic properties water quality general environmental effects and the other public interest factors listed above Comments are used in preparation of an Environmental Assessment andor an Environmental Impact Statement pursuant to the National Environmental Policy Act Comments are also used to determine the need for a public hearing and to determine the overall public interest of the proposed activity
ALL COMMENTS REGARDING THE PERMIT APPLICATION MUST BE PREPARED IN WRITING AND MAILED TO REACH THIS OFFICE BEFORE THE EXPIRATION DATE OF THIS NOTICE otherwise it will be presumed that thE~re are no objections to the activity Comments provided will become apart of the public record for this action
PLEASE USE THE 1S-CHARACTER FILE NUMBER ON ALL CORRESPONDENCE
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
Any person may request in writing before this public notice expires that a public hearing be held to collect information necessary to consider this application Requests for public hearings shall state with particularity the reasons why a public hearing should be held It should be noted that information submitted by mail is considered just as carefully in the permit decision process and bears the same weight as that furnished at apublic hearing
Our preliminary determination is that the activity for which authorization is sought herein is not likely to affect any Federally endangered or threatened species or their critical habitat However pursuant to Section 7 of the Endangered Species Act (16 USC 1531) the District Engineer is consulting with the appropriate Federal agency to determine th~ presence of and potential impacts to listed species in the project area or their critical habitat
The Magnuson-Stevens Fishery Conservation and Management Act as amended by the Sustainable Fisheries Act (PubliC Law 104-267) requires all Federal agencies to consult with the National Oceanic and Atmospheric Administration Fisheries Service (NOAAlFS) on all actions or proposed actions permitted funded or undertaken by thl~ agency that may adversely affect Essential Fish Habitat (EFH) The proposed work fully described in the attached work description could cause the disruption of habitat for various lifestages of some EFH-designated species as a result of a temporary increase in turbidity during construction However the New York District has made the preliminary determination that the site-specific adverse effects are not likely to be substantial because it is expected that fish populations would avoid the small area of disturbance Additionally the purpose of the proposed work is to improve water quality and it may have positive impacts on EFH and EFH-designated species Further consultation with NOAAlFS regarding EFH impacts and conservation recommendations is being conducted and will be concluded prior to the final decision
Based upon a review of the latest published version of the National Register of Historic Places there are no known sites eligible for or included in the Register within the permit area Presently unknown archeological scientific prehistorical or historical data may be lost by work accomplished under the required permit
Reviews of activities pursuant to Section 404 of the Clean Water Act will include application of the guidelines promulgated by the Administrator US Environmental Protection Agency under authority of Section 404 (b) of the Clean Water Act and the applicant will obtain a water quality certificate or waiver from the appropriate state agency in accordance with Section 401 of the Clean Water Act prior to apermit decision
Pursuant to Section 307 (c) of the Coastal Zone Management Act of 1972 as amended [16 USC 1456 (c)] for activities under consideration that are located within the coastal zone of a state which has a federally approved coastal zone management program the applicant has certified in the permit application that the activity complies with and will be conducted in a manner that is consistent with the approved state coastal zone management program By this public notice we are requesting the states concurrence with objection to or waiver of the applicants certification No permit decision will be made until one of these actions occurs For activities within the coastal zone of New York State the applicants certification and accompanying information is available from the Consistency Coordinator New York State Department of State Division of Coastal Resources and Waterfront Revitalization Coastal Zone Management Program One Commerce Plaza 99 Washington Avenue Albany New York 12231 Telephone (518) 474-6000 Comments regarding the applicants certification and copies of any letters to this office commenting upon this proposal should be so addressed
In addition to any required water quality certificate and coastal zone management program concurrence the applicant has obtained or requested the following governmental authorization for the activity under consideration
bull New York State Department of Environmental Conservation
In order for us to better serve you please complete our Customer Service Survey located at httpwwwnanusacearmymilbusinessbuslinksregulaUindexphpsurvey
2
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
WORK DESCRIPTION
The applicant New York City Department of Environmental Protection has requested Department of the Anny authorization to install an aeration pipeline and maintain an existing aeration pipeline in English Kills tributary to Newtown Creek in the Borough of Brooklyn Kings County New York
The work would involve
Install 2985 linear feet of 6 inch diameter air header piping with diffusers along the bottom of Lower English Kills The piping would be held in place via ballast plates The proposed aeration system would operate from March through September of each year During the peak operation period of June through August the proposed system would operate 24 hours per day See Sheet 5 of 9
Maintain 2500 linear feet of 6 inch diameter existing air header piping with diffusers along the bottom of Upper English Kills TIns system was installed in December of 2008 and has been active since installation The aeration system in Upper English Kills was authorized by Nationwide General Pennit as a pilot prQjcct Based on the results of dle pilot project dle applicant wants to leave dle aeration system in place and continue its use See Sheet 8 of 9
The applicant has stated dlat dley have avoided minimized and mitigated for impacts proposed to the mltlximwn extent practicable because the aeration pipeline is proposed to improve water quality and will be installed in a manner dlat allows removal at any time
The stated purpose of dns project is to increase the levels of dissolved oxygen to levels necessary to meet dle New York St-lte Department of Enviromnental Conservation (NYSDEC) mandated levels improve water quality and restore aquatic life in English Kills The proposed project is designed to meet the requirements of a 2004 NYSDEC Consent Order
4
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
It is requested that you communicate the foregoing information concerning the activity to any persons known by you to be interested and who did not receive a copy of this notice If you have any questions concerning this application you may contact this office at (917) 790-8523 and ask for Naomi Handel
For more information on New York District Corps of Engineers programs visit our website at httpwwwnanusacearmymil
~Richard L T mer ~- Chief Regulatory Branch
Enclosures
3
CITY OF NEW YORK DEPARTMENT OF ENVIRONMENTAL PROTECTION NyenaBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
Environmental Protection
CAPITAL PROJECT WP-169 NEWTOWN CREEK WATER QUALITY
FACILITY DESIGN - PHASE 2 ENGLISH KILLS ENHANCED AERATION ZONE 2
CONTRACT CSO-NC-2
BOROUGH OF BROOKLYN NEW YORK JANUARY 2011
CONFORMED OCTOBER 2011
4
KEY PLAN LOCATION PLAN
N1N - 2-d - 00000 - Etl-tr 1c ~~~~___ PREPARED BY __~~__________________1d
~TH~N ~~~KEVIN F DONNELLY PE J_J_- ------------ DEPARTMENT 0i 4-r- - COMMISSIONER ENVIRONMeNTAL PROTeCTONVl-e ~ ---------ASSlSTANi COMMISSIONER OF WASTEWATER CAPITAL PROGRAM DEPUTY COMM1S510NE~G DESIGN amp CONSTRUCTIONBUREAU OF ENGINEERIBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION URS
____________
~
MANHOLES ~
STORM OR SANITARY SEWER o VALVE BOX (INCL VALVES)
ELECTRICAL SERVICE BOX IJ
~
TREE o FENCES amp WALLS (WITH TYPE AND HEIGHT)
CHAIN LINK FENCE ~~~~~~-
PICKET FENCE
GRANITE RETAINING WAll
STAINLESS STEEL AAILlNG
WROUGHT IRON FENCE ~~~X~E
i
i ~ ~
AFf ___________ ABOVE FINISHED FLOORMISCELLANEOUS ~ ARCH ___________ ARCHITECfURAl
CONTOUR LINE BF _____________BLIND FLANGE
BLDG ___________ BUllDING
BUlt ___________ BlOCK
PROPERTY LINE
LIGHT POLE J BM _____________ BENCH MARK OR BEAM
B 0 _____________BOTTOM OF BURIED PIPING BRK ______________ BRICK
BW_____________ BOTTOM OF WAll
STRUCTURE 1middotmiddotmiddotmiddot1 C I ____________ CAST IRON
Cl _____________ CENTER LINE
CLF _____________ CHAIN LINK FENCE
C 0 ______________ CLEAN OUT
COL ____________ COLUMN
CONC _____________ CONCRETE
CONCEN _________ CONCENTRIC
CONT __________ CONTINUATIONWORK LIMITS 811 ~~_o_ CONTR ___________ CONTRACT
CPLG ___________ COUPLING
w CW ____________ CrTY WATER
01 ______________ OUCT1LE IRON PIPE FOR MECHANICAL PIPING LEGEND
OIA _____________ DIAMETER AND SYMBOLS SEE DWG GM-Ol
OlSCH _____________ DISCHARGE
DR ______________ DRAIN
OWG ____________ DRAWING
EL ______________ ELEVATION
ELEC ___________ ELECTRIC
EXIST _____________ EXISTING
EXT _____________ EXTERIOR
_____________ FLOOR DRAIN
FLEX ____________ FLEXIBLE
FLG _____________ FLANGE
FT ______________ FEET
GC ______________ GENERAl CONTRACTOR
GR ____________ GROUND OR GRADE
HC ______________ HANDICAP
HORIZ ___________ HORIZONTAL
______________ HIGH POINT OR HORSE POWER
____________ HEIGHT
IN ____________ INCH
ABBREVIATIONS
INT _____________
INV ____________
tp __________
MCC _____________
MH ______________
MHW ___________
MHHW ________
MIN _____________
MLW ____________
MLLW _______
MO
MTl ____________ MEAN TIDE LEVEL
NO ___________JIIUMBER
NTS __________ NOT TO SCAlE
00 ______________ OUTSIDE DIAMETER
PE ______________PLAIN END
l ______________PROPERTY LINE
PROP _____________PROPOSED
PVC _____________POlYVINYL CHLORIDE
R______________RADIUS
RED ______________REDUCER
REINF ___________REINFORCED
SCH _____________SCHEDULE
SIS ______________STAlNLESS STEEL
ST ______________STREET
STA _____________STATION
STL _____________STEEl
TO _____________ TOP OF
TW _____________TOP OF WALL
(TV) ____________TYPICAL
U 0 N ___________UNLESS OTHERWISE NOTED
VERT __________VERTICAL
___________VERIFY IN AELD
____________WORKING POINT
WS ____________ WATER SURFACE
INTERIOR
INVERT
LOWPOINT
MOTOR CONTROL CENTER
MANHOLE
MEAN HIGH WATER
MEAN HIGHER - HIGH WATER
MINIMUM
MEAN LOW WATER
MEANLOWER-LOWWATER
MOTOR OPERATED
gt ~
~
f ~ bull ~ ~---r---------------------~w~-----------~------~~~-r~~~~=---~~=-1J--~~~~~~~~~--~~~~~~~~~-------------------~~~~~~~----------TltM~rebull-------i
J~ WARNINGlt Is a violation of the New York state CONTRACT CSO-NC-2 JANUARY 2011
~ 1 -1 CONFORMED
NONE ~~~~~~~~~~l~~~fO~~g~~~~~~~Er~~~ndocument In any WBY If altered the altering
KINGS E~U~~ ~N~ YORK
bull 1=~iS~i-=-i~~~~o~~~lb~~n~~w~~t~~~~~~i~oe~middotf BUREAU OF ENGINEERING DESIGN amp CONSTRUcnON LEGEND AND ABBREVIATONS
13deg300middot
f = 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT
Nar CONSTRUcrED FEDERAL NAVIGATION CHANNEL
CONTRACT CSO-NC-2 ENGUSH KILLS
KINGS CQUNlY - NEW YORK
SITE LOCATION PLAN REVi5iONs
13deg300
~ GRAND STREET
) a ilt - ~
w 1~il cpound ASPHALT I _-+-- A-i_Zr=x_X~ PICKET FENCE
lt -1
PRKING SPACES
STORM DRAlt~ INLET L-J
P~ECAS7 COmiddotJCRETE
~ ~
Vltcz Vv~ 9
1
ltgt ~
I
gt Ii
f~~ I ~
I I Ii U
I
J I
R~ILlfG
~ S2 J ltfl J iii
i HT ON FErKE 9 ~~ bull WFO gt -1
I -
gt WATER ELEVATION AVG WATER
(NGVD29) OEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTL (-021 957
MLW (-)212 766 MLLW (-)228 750
~
f 1 iQIEi
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
~ ~ ~1 IBU DATE CONTRACT CSO-NC-2 ~
ENGUSH KILlS KINGS COUNTY - NEW YORK DWGNOiIJ~+ONFORMEO o=m LR~= I 1-10 Df~-02SITE PLAN
REVISIONS J
4
I~ ~ BUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
Any person may request in writing before this public notice expires that a public hearing be held to collect information necessary to consider this application Requests for public hearings shall state with particularity the reasons why a public hearing should be held It should be noted that information submitted by mail is considered just as carefully in the permit decision process and bears the same weight as that furnished at apublic hearing
Our preliminary determination is that the activity for which authorization is sought herein is not likely to affect any Federally endangered or threatened species or their critical habitat However pursuant to Section 7 of the Endangered Species Act (16 USC 1531) the District Engineer is consulting with the appropriate Federal agency to determine th~ presence of and potential impacts to listed species in the project area or their critical habitat
The Magnuson-Stevens Fishery Conservation and Management Act as amended by the Sustainable Fisheries Act (PubliC Law 104-267) requires all Federal agencies to consult with the National Oceanic and Atmospheric Administration Fisheries Service (NOAAlFS) on all actions or proposed actions permitted funded or undertaken by thl~ agency that may adversely affect Essential Fish Habitat (EFH) The proposed work fully described in the attached work description could cause the disruption of habitat for various lifestages of some EFH-designated species as a result of a temporary increase in turbidity during construction However the New York District has made the preliminary determination that the site-specific adverse effects are not likely to be substantial because it is expected that fish populations would avoid the small area of disturbance Additionally the purpose of the proposed work is to improve water quality and it may have positive impacts on EFH and EFH-designated species Further consultation with NOAAlFS regarding EFH impacts and conservation recommendations is being conducted and will be concluded prior to the final decision
Based upon a review of the latest published version of the National Register of Historic Places there are no known sites eligible for or included in the Register within the permit area Presently unknown archeological scientific prehistorical or historical data may be lost by work accomplished under the required permit
Reviews of activities pursuant to Section 404 of the Clean Water Act will include application of the guidelines promulgated by the Administrator US Environmental Protection Agency under authority of Section 404 (b) of the Clean Water Act and the applicant will obtain a water quality certificate or waiver from the appropriate state agency in accordance with Section 401 of the Clean Water Act prior to apermit decision
Pursuant to Section 307 (c) of the Coastal Zone Management Act of 1972 as amended [16 USC 1456 (c)] for activities under consideration that are located within the coastal zone of a state which has a federally approved coastal zone management program the applicant has certified in the permit application that the activity complies with and will be conducted in a manner that is consistent with the approved state coastal zone management program By this public notice we are requesting the states concurrence with objection to or waiver of the applicants certification No permit decision will be made until one of these actions occurs For activities within the coastal zone of New York State the applicants certification and accompanying information is available from the Consistency Coordinator New York State Department of State Division of Coastal Resources and Waterfront Revitalization Coastal Zone Management Program One Commerce Plaza 99 Washington Avenue Albany New York 12231 Telephone (518) 474-6000 Comments regarding the applicants certification and copies of any letters to this office commenting upon this proposal should be so addressed
In addition to any required water quality certificate and coastal zone management program concurrence the applicant has obtained or requested the following governmental authorization for the activity under consideration
bull New York State Department of Environmental Conservation
In order for us to better serve you please complete our Customer Service Survey located at httpwwwnanusacearmymilbusinessbuslinksregulaUindexphpsurvey
2
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
WORK DESCRIPTION
The applicant New York City Department of Environmental Protection has requested Department of the Anny authorization to install an aeration pipeline and maintain an existing aeration pipeline in English Kills tributary to Newtown Creek in the Borough of Brooklyn Kings County New York
The work would involve
Install 2985 linear feet of 6 inch diameter air header piping with diffusers along the bottom of Lower English Kills The piping would be held in place via ballast plates The proposed aeration system would operate from March through September of each year During the peak operation period of June through August the proposed system would operate 24 hours per day See Sheet 5 of 9
Maintain 2500 linear feet of 6 inch diameter existing air header piping with diffusers along the bottom of Upper English Kills TIns system was installed in December of 2008 and has been active since installation The aeration system in Upper English Kills was authorized by Nationwide General Pennit as a pilot prQjcct Based on the results of dle pilot project dle applicant wants to leave dle aeration system in place and continue its use See Sheet 8 of 9
The applicant has stated dlat dley have avoided minimized and mitigated for impacts proposed to the mltlximwn extent practicable because the aeration pipeline is proposed to improve water quality and will be installed in a manner dlat allows removal at any time
The stated purpose of dns project is to increase the levels of dissolved oxygen to levels necessary to meet dle New York St-lte Department of Enviromnental Conservation (NYSDEC) mandated levels improve water quality and restore aquatic life in English Kills The proposed project is designed to meet the requirements of a 2004 NYSDEC Consent Order
4
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
It is requested that you communicate the foregoing information concerning the activity to any persons known by you to be interested and who did not receive a copy of this notice If you have any questions concerning this application you may contact this office at (917) 790-8523 and ask for Naomi Handel
For more information on New York District Corps of Engineers programs visit our website at httpwwwnanusacearmymil
~Richard L T mer ~- Chief Regulatory Branch
Enclosures
3
CITY OF NEW YORK DEPARTMENT OF ENVIRONMENTAL PROTECTION NyenaBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
Environmental Protection
CAPITAL PROJECT WP-169 NEWTOWN CREEK WATER QUALITY
FACILITY DESIGN - PHASE 2 ENGLISH KILLS ENHANCED AERATION ZONE 2
CONTRACT CSO-NC-2
BOROUGH OF BROOKLYN NEW YORK JANUARY 2011
CONFORMED OCTOBER 2011
4
KEY PLAN LOCATION PLAN
N1N - 2-d - 00000 - Etl-tr 1c ~~~~___ PREPARED BY __~~__________________1d
~TH~N ~~~KEVIN F DONNELLY PE J_J_- ------------ DEPARTMENT 0i 4-r- - COMMISSIONER ENVIRONMeNTAL PROTeCTONVl-e ~ ---------ASSlSTANi COMMISSIONER OF WASTEWATER CAPITAL PROGRAM DEPUTY COMM1S510NE~G DESIGN amp CONSTRUCTIONBUREAU OF ENGINEERIBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION URS
____________
~
MANHOLES ~
STORM OR SANITARY SEWER o VALVE BOX (INCL VALVES)
ELECTRICAL SERVICE BOX IJ
~
TREE o FENCES amp WALLS (WITH TYPE AND HEIGHT)
CHAIN LINK FENCE ~~~~~~-
PICKET FENCE
GRANITE RETAINING WAll
STAINLESS STEEL AAILlNG
WROUGHT IRON FENCE ~~~X~E
i
i ~ ~
AFf ___________ ABOVE FINISHED FLOORMISCELLANEOUS ~ ARCH ___________ ARCHITECfURAl
CONTOUR LINE BF _____________BLIND FLANGE
BLDG ___________ BUllDING
BUlt ___________ BlOCK
PROPERTY LINE
LIGHT POLE J BM _____________ BENCH MARK OR BEAM
B 0 _____________BOTTOM OF BURIED PIPING BRK ______________ BRICK
BW_____________ BOTTOM OF WAll
STRUCTURE 1middotmiddotmiddotmiddot1 C I ____________ CAST IRON
Cl _____________ CENTER LINE
CLF _____________ CHAIN LINK FENCE
C 0 ______________ CLEAN OUT
COL ____________ COLUMN
CONC _____________ CONCRETE
CONCEN _________ CONCENTRIC
CONT __________ CONTINUATIONWORK LIMITS 811 ~~_o_ CONTR ___________ CONTRACT
CPLG ___________ COUPLING
w CW ____________ CrTY WATER
01 ______________ OUCT1LE IRON PIPE FOR MECHANICAL PIPING LEGEND
OIA _____________ DIAMETER AND SYMBOLS SEE DWG GM-Ol
OlSCH _____________ DISCHARGE
DR ______________ DRAIN
OWG ____________ DRAWING
EL ______________ ELEVATION
ELEC ___________ ELECTRIC
EXIST _____________ EXISTING
EXT _____________ EXTERIOR
_____________ FLOOR DRAIN
FLEX ____________ FLEXIBLE
FLG _____________ FLANGE
FT ______________ FEET
GC ______________ GENERAl CONTRACTOR
GR ____________ GROUND OR GRADE
HC ______________ HANDICAP
HORIZ ___________ HORIZONTAL
______________ HIGH POINT OR HORSE POWER
____________ HEIGHT
IN ____________ INCH
ABBREVIATIONS
INT _____________
INV ____________
tp __________
MCC _____________
MH ______________
MHW ___________
MHHW ________
MIN _____________
MLW ____________
MLLW _______
MO
MTl ____________ MEAN TIDE LEVEL
NO ___________JIIUMBER
NTS __________ NOT TO SCAlE
00 ______________ OUTSIDE DIAMETER
PE ______________PLAIN END
l ______________PROPERTY LINE
PROP _____________PROPOSED
PVC _____________POlYVINYL CHLORIDE
R______________RADIUS
RED ______________REDUCER
REINF ___________REINFORCED
SCH _____________SCHEDULE
SIS ______________STAlNLESS STEEL
ST ______________STREET
STA _____________STATION
STL _____________STEEl
TO _____________ TOP OF
TW _____________TOP OF WALL
(TV) ____________TYPICAL
U 0 N ___________UNLESS OTHERWISE NOTED
VERT __________VERTICAL
___________VERIFY IN AELD
____________WORKING POINT
WS ____________ WATER SURFACE
INTERIOR
INVERT
LOWPOINT
MOTOR CONTROL CENTER
MANHOLE
MEAN HIGH WATER
MEAN HIGHER - HIGH WATER
MINIMUM
MEAN LOW WATER
MEANLOWER-LOWWATER
MOTOR OPERATED
gt ~
~
f ~ bull ~ ~---r---------------------~w~-----------~------~~~-r~~~~=---~~=-1J--~~~~~~~~~--~~~~~~~~~-------------------~~~~~~~----------TltM~rebull-------i
J~ WARNINGlt Is a violation of the New York state CONTRACT CSO-NC-2 JANUARY 2011
~ 1 -1 CONFORMED
NONE ~~~~~~~~~~l~~~fO~~g~~~~~~~Er~~~ndocument In any WBY If altered the altering
KINGS E~U~~ ~N~ YORK
bull 1=~iS~i-=-i~~~~o~~~lb~~n~~w~~t~~~~~~i~oe~middotf BUREAU OF ENGINEERING DESIGN amp CONSTRUcnON LEGEND AND ABBREVIATONS
13deg300middot
f = 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT
Nar CONSTRUcrED FEDERAL NAVIGATION CHANNEL
CONTRACT CSO-NC-2 ENGUSH KILLS
KINGS CQUNlY - NEW YORK
SITE LOCATION PLAN REVi5iONs
13deg300
~ GRAND STREET
) a ilt - ~
w 1~il cpound ASPHALT I _-+-- A-i_Zr=x_X~ PICKET FENCE
lt -1
PRKING SPACES
STORM DRAlt~ INLET L-J
P~ECAS7 COmiddotJCRETE
~ ~
Vltcz Vv~ 9
1
ltgt ~
I
gt Ii
f~~ I ~
I I Ii U
I
J I
R~ILlfG
~ S2 J ltfl J iii
i HT ON FErKE 9 ~~ bull WFO gt -1
I -
gt WATER ELEVATION AVG WATER
(NGVD29) OEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTL (-021 957
MLW (-)212 766 MLLW (-)228 750
~
f 1 iQIEi
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
~ ~ ~1 IBU DATE CONTRACT CSO-NC-2 ~
ENGUSH KILlS KINGS COUNTY - NEW YORK DWGNOiIJ~+ONFORMEO o=m LR~= I 1-10 Df~-02SITE PLAN
REVISIONS J
4
I~ ~ BUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
WORK DESCRIPTION
The applicant New York City Department of Environmental Protection has requested Department of the Anny authorization to install an aeration pipeline and maintain an existing aeration pipeline in English Kills tributary to Newtown Creek in the Borough of Brooklyn Kings County New York
The work would involve
Install 2985 linear feet of 6 inch diameter air header piping with diffusers along the bottom of Lower English Kills The piping would be held in place via ballast plates The proposed aeration system would operate from March through September of each year During the peak operation period of June through August the proposed system would operate 24 hours per day See Sheet 5 of 9
Maintain 2500 linear feet of 6 inch diameter existing air header piping with diffusers along the bottom of Upper English Kills TIns system was installed in December of 2008 and has been active since installation The aeration system in Upper English Kills was authorized by Nationwide General Pennit as a pilot prQjcct Based on the results of dle pilot project dle applicant wants to leave dle aeration system in place and continue its use See Sheet 8 of 9
The applicant has stated dlat dley have avoided minimized and mitigated for impacts proposed to the mltlximwn extent practicable because the aeration pipeline is proposed to improve water quality and will be installed in a manner dlat allows removal at any time
The stated purpose of dns project is to increase the levels of dissolved oxygen to levels necessary to meet dle New York St-lte Department of Enviromnental Conservation (NYSDEC) mandated levels improve water quality and restore aquatic life in English Kills The proposed project is designed to meet the requirements of a 2004 NYSDEC Consent Order
4
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
It is requested that you communicate the foregoing information concerning the activity to any persons known by you to be interested and who did not receive a copy of this notice If you have any questions concerning this application you may contact this office at (917) 790-8523 and ask for Naomi Handel
For more information on New York District Corps of Engineers programs visit our website at httpwwwnanusacearmymil
~Richard L T mer ~- Chief Regulatory Branch
Enclosures
3
CITY OF NEW YORK DEPARTMENT OF ENVIRONMENTAL PROTECTION NyenaBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
Environmental Protection
CAPITAL PROJECT WP-169 NEWTOWN CREEK WATER QUALITY
FACILITY DESIGN - PHASE 2 ENGLISH KILLS ENHANCED AERATION ZONE 2
CONTRACT CSO-NC-2
BOROUGH OF BROOKLYN NEW YORK JANUARY 2011
CONFORMED OCTOBER 2011
4
KEY PLAN LOCATION PLAN
N1N - 2-d - 00000 - Etl-tr 1c ~~~~___ PREPARED BY __~~__________________1d
~TH~N ~~~KEVIN F DONNELLY PE J_J_- ------------ DEPARTMENT 0i 4-r- - COMMISSIONER ENVIRONMeNTAL PROTeCTONVl-e ~ ---------ASSlSTANi COMMISSIONER OF WASTEWATER CAPITAL PROGRAM DEPUTY COMM1S510NE~G DESIGN amp CONSTRUCTIONBUREAU OF ENGINEERIBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION URS
____________
~
MANHOLES ~
STORM OR SANITARY SEWER o VALVE BOX (INCL VALVES)
ELECTRICAL SERVICE BOX IJ
~
TREE o FENCES amp WALLS (WITH TYPE AND HEIGHT)
CHAIN LINK FENCE ~~~~~~-
PICKET FENCE
GRANITE RETAINING WAll
STAINLESS STEEL AAILlNG
WROUGHT IRON FENCE ~~~X~E
i
i ~ ~
AFf ___________ ABOVE FINISHED FLOORMISCELLANEOUS ~ ARCH ___________ ARCHITECfURAl
CONTOUR LINE BF _____________BLIND FLANGE
BLDG ___________ BUllDING
BUlt ___________ BlOCK
PROPERTY LINE
LIGHT POLE J BM _____________ BENCH MARK OR BEAM
B 0 _____________BOTTOM OF BURIED PIPING BRK ______________ BRICK
BW_____________ BOTTOM OF WAll
STRUCTURE 1middotmiddotmiddotmiddot1 C I ____________ CAST IRON
Cl _____________ CENTER LINE
CLF _____________ CHAIN LINK FENCE
C 0 ______________ CLEAN OUT
COL ____________ COLUMN
CONC _____________ CONCRETE
CONCEN _________ CONCENTRIC
CONT __________ CONTINUATIONWORK LIMITS 811 ~~_o_ CONTR ___________ CONTRACT
CPLG ___________ COUPLING
w CW ____________ CrTY WATER
01 ______________ OUCT1LE IRON PIPE FOR MECHANICAL PIPING LEGEND
OIA _____________ DIAMETER AND SYMBOLS SEE DWG GM-Ol
OlSCH _____________ DISCHARGE
DR ______________ DRAIN
OWG ____________ DRAWING
EL ______________ ELEVATION
ELEC ___________ ELECTRIC
EXIST _____________ EXISTING
EXT _____________ EXTERIOR
_____________ FLOOR DRAIN
FLEX ____________ FLEXIBLE
FLG _____________ FLANGE
FT ______________ FEET
GC ______________ GENERAl CONTRACTOR
GR ____________ GROUND OR GRADE
HC ______________ HANDICAP
HORIZ ___________ HORIZONTAL
______________ HIGH POINT OR HORSE POWER
____________ HEIGHT
IN ____________ INCH
ABBREVIATIONS
INT _____________
INV ____________
tp __________
MCC _____________
MH ______________
MHW ___________
MHHW ________
MIN _____________
MLW ____________
MLLW _______
MO
MTl ____________ MEAN TIDE LEVEL
NO ___________JIIUMBER
NTS __________ NOT TO SCAlE
00 ______________ OUTSIDE DIAMETER
PE ______________PLAIN END
l ______________PROPERTY LINE
PROP _____________PROPOSED
PVC _____________POlYVINYL CHLORIDE
R______________RADIUS
RED ______________REDUCER
REINF ___________REINFORCED
SCH _____________SCHEDULE
SIS ______________STAlNLESS STEEL
ST ______________STREET
STA _____________STATION
STL _____________STEEl
TO _____________ TOP OF
TW _____________TOP OF WALL
(TV) ____________TYPICAL
U 0 N ___________UNLESS OTHERWISE NOTED
VERT __________VERTICAL
___________VERIFY IN AELD
____________WORKING POINT
WS ____________ WATER SURFACE
INTERIOR
INVERT
LOWPOINT
MOTOR CONTROL CENTER
MANHOLE
MEAN HIGH WATER
MEAN HIGHER - HIGH WATER
MINIMUM
MEAN LOW WATER
MEANLOWER-LOWWATER
MOTOR OPERATED
gt ~
~
f ~ bull ~ ~---r---------------------~w~-----------~------~~~-r~~~~=---~~=-1J--~~~~~~~~~--~~~~~~~~~-------------------~~~~~~~----------TltM~rebull-------i
J~ WARNINGlt Is a violation of the New York state CONTRACT CSO-NC-2 JANUARY 2011
~ 1 -1 CONFORMED
NONE ~~~~~~~~~~l~~~fO~~g~~~~~~~Er~~~ndocument In any WBY If altered the altering
KINGS E~U~~ ~N~ YORK
bull 1=~iS~i-=-i~~~~o~~~lb~~n~~w~~t~~~~~~i~oe~middotf BUREAU OF ENGINEERING DESIGN amp CONSTRUcnON LEGEND AND ABBREVIATONS
13deg300middot
f = 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT
Nar CONSTRUcrED FEDERAL NAVIGATION CHANNEL
CONTRACT CSO-NC-2 ENGUSH KILLS
KINGS CQUNlY - NEW YORK
SITE LOCATION PLAN REVi5iONs
13deg300
~ GRAND STREET
) a ilt - ~
w 1~il cpound ASPHALT I _-+-- A-i_Zr=x_X~ PICKET FENCE
lt -1
PRKING SPACES
STORM DRAlt~ INLET L-J
P~ECAS7 COmiddotJCRETE
~ ~
Vltcz Vv~ 9
1
ltgt ~
I
gt Ii
f~~ I ~
I I Ii U
I
J I
R~ILlfG
~ S2 J ltfl J iii
i HT ON FErKE 9 ~~ bull WFO gt -1
I -
gt WATER ELEVATION AVG WATER
(NGVD29) OEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTL (-021 957
MLW (-)212 766 MLLW (-)228 750
~
f 1 iQIEi
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
~ ~ ~1 IBU DATE CONTRACT CSO-NC-2 ~
ENGUSH KILlS KINGS COUNTY - NEW YORK DWGNOiIJ~+ONFORMEO o=m LR~= I 1-10 Df~-02SITE PLAN
REVISIONS J
4
I~ ~ BUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
CENAN-OP-RE PUBLIC NOTICE NO NAN-2011-00680-EHA
It is requested that you communicate the foregoing information concerning the activity to any persons known by you to be interested and who did not receive a copy of this notice If you have any questions concerning this application you may contact this office at (917) 790-8523 and ask for Naomi Handel
For more information on New York District Corps of Engineers programs visit our website at httpwwwnanusacearmymil
~Richard L T mer ~- Chief Regulatory Branch
Enclosures
3
CITY OF NEW YORK DEPARTMENT OF ENVIRONMENTAL PROTECTION NyenaBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
Environmental Protection
CAPITAL PROJECT WP-169 NEWTOWN CREEK WATER QUALITY
FACILITY DESIGN - PHASE 2 ENGLISH KILLS ENHANCED AERATION ZONE 2
CONTRACT CSO-NC-2
BOROUGH OF BROOKLYN NEW YORK JANUARY 2011
CONFORMED OCTOBER 2011
4
KEY PLAN LOCATION PLAN
N1N - 2-d - 00000 - Etl-tr 1c ~~~~___ PREPARED BY __~~__________________1d
~TH~N ~~~KEVIN F DONNELLY PE J_J_- ------------ DEPARTMENT 0i 4-r- - COMMISSIONER ENVIRONMeNTAL PROTeCTONVl-e ~ ---------ASSlSTANi COMMISSIONER OF WASTEWATER CAPITAL PROGRAM DEPUTY COMM1S510NE~G DESIGN amp CONSTRUCTIONBUREAU OF ENGINEERIBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION URS
____________
~
MANHOLES ~
STORM OR SANITARY SEWER o VALVE BOX (INCL VALVES)
ELECTRICAL SERVICE BOX IJ
~
TREE o FENCES amp WALLS (WITH TYPE AND HEIGHT)
CHAIN LINK FENCE ~~~~~~-
PICKET FENCE
GRANITE RETAINING WAll
STAINLESS STEEL AAILlNG
WROUGHT IRON FENCE ~~~X~E
i
i ~ ~
AFf ___________ ABOVE FINISHED FLOORMISCELLANEOUS ~ ARCH ___________ ARCHITECfURAl
CONTOUR LINE BF _____________BLIND FLANGE
BLDG ___________ BUllDING
BUlt ___________ BlOCK
PROPERTY LINE
LIGHT POLE J BM _____________ BENCH MARK OR BEAM
B 0 _____________BOTTOM OF BURIED PIPING BRK ______________ BRICK
BW_____________ BOTTOM OF WAll
STRUCTURE 1middotmiddotmiddotmiddot1 C I ____________ CAST IRON
Cl _____________ CENTER LINE
CLF _____________ CHAIN LINK FENCE
C 0 ______________ CLEAN OUT
COL ____________ COLUMN
CONC _____________ CONCRETE
CONCEN _________ CONCENTRIC
CONT __________ CONTINUATIONWORK LIMITS 811 ~~_o_ CONTR ___________ CONTRACT
CPLG ___________ COUPLING
w CW ____________ CrTY WATER
01 ______________ OUCT1LE IRON PIPE FOR MECHANICAL PIPING LEGEND
OIA _____________ DIAMETER AND SYMBOLS SEE DWG GM-Ol
OlSCH _____________ DISCHARGE
DR ______________ DRAIN
OWG ____________ DRAWING
EL ______________ ELEVATION
ELEC ___________ ELECTRIC
EXIST _____________ EXISTING
EXT _____________ EXTERIOR
_____________ FLOOR DRAIN
FLEX ____________ FLEXIBLE
FLG _____________ FLANGE
FT ______________ FEET
GC ______________ GENERAl CONTRACTOR
GR ____________ GROUND OR GRADE
HC ______________ HANDICAP
HORIZ ___________ HORIZONTAL
______________ HIGH POINT OR HORSE POWER
____________ HEIGHT
IN ____________ INCH
ABBREVIATIONS
INT _____________
INV ____________
tp __________
MCC _____________
MH ______________
MHW ___________
MHHW ________
MIN _____________
MLW ____________
MLLW _______
MO
MTl ____________ MEAN TIDE LEVEL
NO ___________JIIUMBER
NTS __________ NOT TO SCAlE
00 ______________ OUTSIDE DIAMETER
PE ______________PLAIN END
l ______________PROPERTY LINE
PROP _____________PROPOSED
PVC _____________POlYVINYL CHLORIDE
R______________RADIUS
RED ______________REDUCER
REINF ___________REINFORCED
SCH _____________SCHEDULE
SIS ______________STAlNLESS STEEL
ST ______________STREET
STA _____________STATION
STL _____________STEEl
TO _____________ TOP OF
TW _____________TOP OF WALL
(TV) ____________TYPICAL
U 0 N ___________UNLESS OTHERWISE NOTED
VERT __________VERTICAL
___________VERIFY IN AELD
____________WORKING POINT
WS ____________ WATER SURFACE
INTERIOR
INVERT
LOWPOINT
MOTOR CONTROL CENTER
MANHOLE
MEAN HIGH WATER
MEAN HIGHER - HIGH WATER
MINIMUM
MEAN LOW WATER
MEANLOWER-LOWWATER
MOTOR OPERATED
gt ~
~
f ~ bull ~ ~---r---------------------~w~-----------~------~~~-r~~~~=---~~=-1J--~~~~~~~~~--~~~~~~~~~-------------------~~~~~~~----------TltM~rebull-------i
J~ WARNINGlt Is a violation of the New York state CONTRACT CSO-NC-2 JANUARY 2011
~ 1 -1 CONFORMED
NONE ~~~~~~~~~~l~~~fO~~g~~~~~~~Er~~~ndocument In any WBY If altered the altering
KINGS E~U~~ ~N~ YORK
bull 1=~iS~i-=-i~~~~o~~~lb~~n~~w~~t~~~~~~i~oe~middotf BUREAU OF ENGINEERING DESIGN amp CONSTRUcnON LEGEND AND ABBREVIATONS
13deg300middot
f = 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT
Nar CONSTRUcrED FEDERAL NAVIGATION CHANNEL
CONTRACT CSO-NC-2 ENGUSH KILLS
KINGS CQUNlY - NEW YORK
SITE LOCATION PLAN REVi5iONs
13deg300
~ GRAND STREET
) a ilt - ~
w 1~il cpound ASPHALT I _-+-- A-i_Zr=x_X~ PICKET FENCE
lt -1
PRKING SPACES
STORM DRAlt~ INLET L-J
P~ECAS7 COmiddotJCRETE
~ ~
Vltcz Vv~ 9
1
ltgt ~
I
gt Ii
f~~ I ~
I I Ii U
I
J I
R~ILlfG
~ S2 J ltfl J iii
i HT ON FErKE 9 ~~ bull WFO gt -1
I -
gt WATER ELEVATION AVG WATER
(NGVD29) OEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTL (-021 957
MLW (-)212 766 MLLW (-)228 750
~
f 1 iQIEi
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
~ ~ ~1 IBU DATE CONTRACT CSO-NC-2 ~
ENGUSH KILlS KINGS COUNTY - NEW YORK DWGNOiIJ~+ONFORMEO o=m LR~= I 1-10 Df~-02SITE PLAN
REVISIONS J
4
I~ ~ BUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
CITY OF NEW YORK DEPARTMENT OF ENVIRONMENTAL PROTECTION NyenaBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
Environmental Protection
CAPITAL PROJECT WP-169 NEWTOWN CREEK WATER QUALITY
FACILITY DESIGN - PHASE 2 ENGLISH KILLS ENHANCED AERATION ZONE 2
CONTRACT CSO-NC-2
BOROUGH OF BROOKLYN NEW YORK JANUARY 2011
CONFORMED OCTOBER 2011
4
KEY PLAN LOCATION PLAN
N1N - 2-d - 00000 - Etl-tr 1c ~~~~___ PREPARED BY __~~__________________1d
~TH~N ~~~KEVIN F DONNELLY PE J_J_- ------------ DEPARTMENT 0i 4-r- - COMMISSIONER ENVIRONMeNTAL PROTeCTONVl-e ~ ---------ASSlSTANi COMMISSIONER OF WASTEWATER CAPITAL PROGRAM DEPUTY COMM1S510NE~G DESIGN amp CONSTRUCTIONBUREAU OF ENGINEERIBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION URS
____________
~
MANHOLES ~
STORM OR SANITARY SEWER o VALVE BOX (INCL VALVES)
ELECTRICAL SERVICE BOX IJ
~
TREE o FENCES amp WALLS (WITH TYPE AND HEIGHT)
CHAIN LINK FENCE ~~~~~~-
PICKET FENCE
GRANITE RETAINING WAll
STAINLESS STEEL AAILlNG
WROUGHT IRON FENCE ~~~X~E
i
i ~ ~
AFf ___________ ABOVE FINISHED FLOORMISCELLANEOUS ~ ARCH ___________ ARCHITECfURAl
CONTOUR LINE BF _____________BLIND FLANGE
BLDG ___________ BUllDING
BUlt ___________ BlOCK
PROPERTY LINE
LIGHT POLE J BM _____________ BENCH MARK OR BEAM
B 0 _____________BOTTOM OF BURIED PIPING BRK ______________ BRICK
BW_____________ BOTTOM OF WAll
STRUCTURE 1middotmiddotmiddotmiddot1 C I ____________ CAST IRON
Cl _____________ CENTER LINE
CLF _____________ CHAIN LINK FENCE
C 0 ______________ CLEAN OUT
COL ____________ COLUMN
CONC _____________ CONCRETE
CONCEN _________ CONCENTRIC
CONT __________ CONTINUATIONWORK LIMITS 811 ~~_o_ CONTR ___________ CONTRACT
CPLG ___________ COUPLING
w CW ____________ CrTY WATER
01 ______________ OUCT1LE IRON PIPE FOR MECHANICAL PIPING LEGEND
OIA _____________ DIAMETER AND SYMBOLS SEE DWG GM-Ol
OlSCH _____________ DISCHARGE
DR ______________ DRAIN
OWG ____________ DRAWING
EL ______________ ELEVATION
ELEC ___________ ELECTRIC
EXIST _____________ EXISTING
EXT _____________ EXTERIOR
_____________ FLOOR DRAIN
FLEX ____________ FLEXIBLE
FLG _____________ FLANGE
FT ______________ FEET
GC ______________ GENERAl CONTRACTOR
GR ____________ GROUND OR GRADE
HC ______________ HANDICAP
HORIZ ___________ HORIZONTAL
______________ HIGH POINT OR HORSE POWER
____________ HEIGHT
IN ____________ INCH
ABBREVIATIONS
INT _____________
INV ____________
tp __________
MCC _____________
MH ______________
MHW ___________
MHHW ________
MIN _____________
MLW ____________
MLLW _______
MO
MTl ____________ MEAN TIDE LEVEL
NO ___________JIIUMBER
NTS __________ NOT TO SCAlE
00 ______________ OUTSIDE DIAMETER
PE ______________PLAIN END
l ______________PROPERTY LINE
PROP _____________PROPOSED
PVC _____________POlYVINYL CHLORIDE
R______________RADIUS
RED ______________REDUCER
REINF ___________REINFORCED
SCH _____________SCHEDULE
SIS ______________STAlNLESS STEEL
ST ______________STREET
STA _____________STATION
STL _____________STEEl
TO _____________ TOP OF
TW _____________TOP OF WALL
(TV) ____________TYPICAL
U 0 N ___________UNLESS OTHERWISE NOTED
VERT __________VERTICAL
___________VERIFY IN AELD
____________WORKING POINT
WS ____________ WATER SURFACE
INTERIOR
INVERT
LOWPOINT
MOTOR CONTROL CENTER
MANHOLE
MEAN HIGH WATER
MEAN HIGHER - HIGH WATER
MINIMUM
MEAN LOW WATER
MEANLOWER-LOWWATER
MOTOR OPERATED
gt ~
~
f ~ bull ~ ~---r---------------------~w~-----------~------~~~-r~~~~=---~~=-1J--~~~~~~~~~--~~~~~~~~~-------------------~~~~~~~----------TltM~rebull-------i
J~ WARNINGlt Is a violation of the New York state CONTRACT CSO-NC-2 JANUARY 2011
~ 1 -1 CONFORMED
NONE ~~~~~~~~~~l~~~fO~~g~~~~~~~Er~~~ndocument In any WBY If altered the altering
KINGS E~U~~ ~N~ YORK
bull 1=~iS~i-=-i~~~~o~~~lb~~n~~w~~t~~~~~~i~oe~middotf BUREAU OF ENGINEERING DESIGN amp CONSTRUcnON LEGEND AND ABBREVIATONS
13deg300middot
f = 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT
Nar CONSTRUcrED FEDERAL NAVIGATION CHANNEL
CONTRACT CSO-NC-2 ENGUSH KILLS
KINGS CQUNlY - NEW YORK
SITE LOCATION PLAN REVi5iONs
13deg300
~ GRAND STREET
) a ilt - ~
w 1~il cpound ASPHALT I _-+-- A-i_Zr=x_X~ PICKET FENCE
lt -1
PRKING SPACES
STORM DRAlt~ INLET L-J
P~ECAS7 COmiddotJCRETE
~ ~
Vltcz Vv~ 9
1
ltgt ~
I
gt Ii
f~~ I ~
I I Ii U
I
J I
R~ILlfG
~ S2 J ltfl J iii
i HT ON FErKE 9 ~~ bull WFO gt -1
I -
gt WATER ELEVATION AVG WATER
(NGVD29) OEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTL (-021 957
MLW (-)212 766 MLLW (-)228 750
~
f 1 iQIEi
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
~ ~ ~1 IBU DATE CONTRACT CSO-NC-2 ~
ENGUSH KILlS KINGS COUNTY - NEW YORK DWGNOiIJ~+ONFORMEO o=m LR~= I 1-10 Df~-02SITE PLAN
REVISIONS J
4
I~ ~ BUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
____________
~
MANHOLES ~
STORM OR SANITARY SEWER o VALVE BOX (INCL VALVES)
ELECTRICAL SERVICE BOX IJ
~
TREE o FENCES amp WALLS (WITH TYPE AND HEIGHT)
CHAIN LINK FENCE ~~~~~~-
PICKET FENCE
GRANITE RETAINING WAll
STAINLESS STEEL AAILlNG
WROUGHT IRON FENCE ~~~X~E
i
i ~ ~
AFf ___________ ABOVE FINISHED FLOORMISCELLANEOUS ~ ARCH ___________ ARCHITECfURAl
CONTOUR LINE BF _____________BLIND FLANGE
BLDG ___________ BUllDING
BUlt ___________ BlOCK
PROPERTY LINE
LIGHT POLE J BM _____________ BENCH MARK OR BEAM
B 0 _____________BOTTOM OF BURIED PIPING BRK ______________ BRICK
BW_____________ BOTTOM OF WAll
STRUCTURE 1middotmiddotmiddotmiddot1 C I ____________ CAST IRON
Cl _____________ CENTER LINE
CLF _____________ CHAIN LINK FENCE
C 0 ______________ CLEAN OUT
COL ____________ COLUMN
CONC _____________ CONCRETE
CONCEN _________ CONCENTRIC
CONT __________ CONTINUATIONWORK LIMITS 811 ~~_o_ CONTR ___________ CONTRACT
CPLG ___________ COUPLING
w CW ____________ CrTY WATER
01 ______________ OUCT1LE IRON PIPE FOR MECHANICAL PIPING LEGEND
OIA _____________ DIAMETER AND SYMBOLS SEE DWG GM-Ol
OlSCH _____________ DISCHARGE
DR ______________ DRAIN
OWG ____________ DRAWING
EL ______________ ELEVATION
ELEC ___________ ELECTRIC
EXIST _____________ EXISTING
EXT _____________ EXTERIOR
_____________ FLOOR DRAIN
FLEX ____________ FLEXIBLE
FLG _____________ FLANGE
FT ______________ FEET
GC ______________ GENERAl CONTRACTOR
GR ____________ GROUND OR GRADE
HC ______________ HANDICAP
HORIZ ___________ HORIZONTAL
______________ HIGH POINT OR HORSE POWER
____________ HEIGHT
IN ____________ INCH
ABBREVIATIONS
INT _____________
INV ____________
tp __________
MCC _____________
MH ______________
MHW ___________
MHHW ________
MIN _____________
MLW ____________
MLLW _______
MO
MTl ____________ MEAN TIDE LEVEL
NO ___________JIIUMBER
NTS __________ NOT TO SCAlE
00 ______________ OUTSIDE DIAMETER
PE ______________PLAIN END
l ______________PROPERTY LINE
PROP _____________PROPOSED
PVC _____________POlYVINYL CHLORIDE
R______________RADIUS
RED ______________REDUCER
REINF ___________REINFORCED
SCH _____________SCHEDULE
SIS ______________STAlNLESS STEEL
ST ______________STREET
STA _____________STATION
STL _____________STEEl
TO _____________ TOP OF
TW _____________TOP OF WALL
(TV) ____________TYPICAL
U 0 N ___________UNLESS OTHERWISE NOTED
VERT __________VERTICAL
___________VERIFY IN AELD
____________WORKING POINT
WS ____________ WATER SURFACE
INTERIOR
INVERT
LOWPOINT
MOTOR CONTROL CENTER
MANHOLE
MEAN HIGH WATER
MEAN HIGHER - HIGH WATER
MINIMUM
MEAN LOW WATER
MEANLOWER-LOWWATER
MOTOR OPERATED
gt ~
~
f ~ bull ~ ~---r---------------------~w~-----------~------~~~-r~~~~=---~~=-1J--~~~~~~~~~--~~~~~~~~~-------------------~~~~~~~----------TltM~rebull-------i
J~ WARNINGlt Is a violation of the New York state CONTRACT CSO-NC-2 JANUARY 2011
~ 1 -1 CONFORMED
NONE ~~~~~~~~~~l~~~fO~~g~~~~~~~Er~~~ndocument In any WBY If altered the altering
KINGS E~U~~ ~N~ YORK
bull 1=~iS~i-=-i~~~~o~~~lb~~n~~w~~t~~~~~~i~oe~middotf BUREAU OF ENGINEERING DESIGN amp CONSTRUcnON LEGEND AND ABBREVIATONS
13deg300middot
f = 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT
Nar CONSTRUcrED FEDERAL NAVIGATION CHANNEL
CONTRACT CSO-NC-2 ENGUSH KILLS
KINGS CQUNlY - NEW YORK
SITE LOCATION PLAN REVi5iONs
13deg300
~ GRAND STREET
) a ilt - ~
w 1~il cpound ASPHALT I _-+-- A-i_Zr=x_X~ PICKET FENCE
lt -1
PRKING SPACES
STORM DRAlt~ INLET L-J
P~ECAS7 COmiddotJCRETE
~ ~
Vltcz Vv~ 9
1
ltgt ~
I
gt Ii
f~~ I ~
I I Ii U
I
J I
R~ILlfG
~ S2 J ltfl J iii
i HT ON FErKE 9 ~~ bull WFO gt -1
I -
gt WATER ELEVATION AVG WATER
(NGVD29) OEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTL (-021 957
MLW (-)212 766 MLLW (-)228 750
~
f 1 iQIEi
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
~ ~ ~1 IBU DATE CONTRACT CSO-NC-2 ~
ENGUSH KILlS KINGS COUNTY - NEW YORK DWGNOiIJ~+ONFORMEO o=m LR~= I 1-10 Df~-02SITE PLAN
REVISIONS J
4
I~ ~ BUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
13deg300middot
f = 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT
Nar CONSTRUcrED FEDERAL NAVIGATION CHANNEL
CONTRACT CSO-NC-2 ENGUSH KILLS
KINGS CQUNlY - NEW YORK
SITE LOCATION PLAN REVi5iONs
13deg300
~ GRAND STREET
) a ilt - ~
w 1~il cpound ASPHALT I _-+-- A-i_Zr=x_X~ PICKET FENCE
lt -1
PRKING SPACES
STORM DRAlt~ INLET L-J
P~ECAS7 COmiddotJCRETE
~ ~
Vltcz Vv~ 9
1
ltgt ~
I
gt Ii
f~~ I ~
I I Ii U
I
J I
R~ILlfG
~ S2 J ltfl J iii
i HT ON FErKE 9 ~~ bull WFO gt -1
I -
gt WATER ELEVATION AVG WATER
(NGVD29) OEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTL (-021 957
MLW (-)212 766 MLLW (-)228 750
~
f 1 iQIEi
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
~ ~ ~1 IBU DATE CONTRACT CSO-NC-2 ~
ENGUSH KILlS KINGS COUNTY - NEW YORK DWGNOiIJ~+ONFORMEO o=m LR~= I 1-10 Df~-02SITE PLAN
REVISIONS J
4
I~ ~ BUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
13deg300
~ GRAND STREET
) a ilt - ~
w 1~il cpound ASPHALT I _-+-- A-i_Zr=x_X~ PICKET FENCE
lt -1
PRKING SPACES
STORM DRAlt~ INLET L-J
P~ECAS7 COmiddotJCRETE
~ ~
Vltcz Vv~ 9
1
ltgt ~
I
gt Ii
f~~ I ~
I I Ii U
I
J I
R~ILlfG
~ S2 J ltfl J iii
i HT ON FErKE 9 ~~ bull WFO gt -1
I -
gt WATER ELEVATION AVG WATER
(NGVD29) OEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTL (-021 957
MLW (-)212 766 MLLW (-)228 750
~
f 1 iQIEi
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
~ ~ ~1 IBU DATE CONTRACT CSO-NC-2 ~
ENGUSH KILlS KINGS COUNTY - NEW YORK DWGNOiIJ~+ONFORMEO o=m LR~= I 1-10 Df~-02SITE PLAN
REVISIONS J
4
I~ ~ BUREAU OF ENGINEERING DESIGN amp CONSTRUCTION
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
~
f
I
w
~ i
~ o
~
1117
LsectltIv
GRAND ST
ENGLISH KILLS
MASPETH AVE
ENGLISH KILLS
~~-t-~-4~~-L~~-=---z ~
CONCRETE WALL (SIDE OF BUILOING)
w
~ o 1
L TIMBER BULKHEAD
CJ I10-fOPOJ~
lt1lt1 v w shy~ i
TEN EYCK ST
H-cr=-_ciC--O-=N-OR-M--O-----+-jm---l 1=100
GRAND ST
w
TIMBER BULKHEAO
I---
STEEL BULKHEAO
r-
DIFFUSER HEADER SCHEDULE
DIFFUSER HEADER PARAMETER
AIR HEADER MATERIAL
AIR HEADER NOMINAL DIAMETER IN
AIR HEADER START BASELlNE STA
AIR HEADER END BASEUNE STA
DIFfUSER ASSEMBLY SPACING FT
DIFFUSER ASSEMBLY START BASELlNE STA
OIFRJSER ASSEMBLY END BASEUNE STA
TOTAL NUMBER OF DIFFUSER ASSEMBUES
AIR HEADER---shyPOLYPROPYLENE
0+00
29+85
1+00
29+8S
722
Iff ~ (J
ff 12 ~ ~
~ WATER ELEVATION AVG WATER
(NGVOZ9) DEPTH (FT)
MHHW 197 117S
MHW 170 11048 MTL (-)021 957
MLW H212 766
MLLW (-)228 750
~ 1 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BlIT NOT CONSTRUCTED
FEDERAL NAVIGATiON CHANNEL
2 BALLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTlY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAllAST PLATES WILL BE REQUIRED EQUAUNG AN AREA OF 700 SQUARE FEET
CONTRACT CSO-NC-2 ENGLISH KILLS
KINGS COUNTY - NEW YORK
BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON DIFFUSER ALIGNMENT PLAN
cs ~
130300
~
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
10
~= i= 10
11= MHHW SZ
I 1= MLeWsect SZ I 1= ~
is
AIR HEADER 1 ~ (-)10 (-)10 ~
-)20 (-)20I I I I I I I I I
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 1+00
10 10
t MHHW 7
I MLLW J ~ H1D (-)10
AIR HEADER
H2O -j20r I T
90 80 70 60 50 40 30 20 10 10 20 30 50 60 70 80
CROSS SECTION AT STA 8+00
10 10
r--- IMHHW szI I
I MLLWsect SZ I z a
I ~~ (-)10 (-)10 ~ AIR HEADER 1
(-)20 (-20
I 1 1 I I I I I 1 1 1 1
90 80 70 60 50 40 30 20 10 10 20 30 40 50 60 70 80 90
CROSS SECTION AT STA 14+00
10 10
r-~1= t--~MHHW S ~ 1== PRELIMINARY DESIGN NOTES==tshyz a MLLW SZ isr-j 1 AIR HEADER DIFFUSER PIPE IS SHOWN INSTAUED1== ~ ALONG THE ENGLISH KILLS WATER CENTERLlNE==tshyr-r shyi
~ i (-)10 1==
(-jlO ~ 2 ALL ELEVATIONS ARE REFERENCED TO BROOKLYN SEWER DATUM UNLESS OTHERWISE NOTED WHICH
I- shy AIR HEADER 1 IS 172 FEET ABOVE NGVD 1929
f
3 THE PROPOSED WOR)( IS LOCATED IN AN (-)20 (-)20 AtJTHORIZED BtJT NOT CONSTRUCTED FEDERAL
NAVIGATION CHANNEL
I ~ L100 90 80 60 50 30 20 10 20 30 40 60 70 80 90bull CROSS SECTION AT STA 25+00~
10m~LI~------~~Imlt~==r-~~~ THE CITY OF NEW YORKmiddotWARNING-It Is a violation of the New York State CONTRACT CSO-NC-2 ~ ENGUSH KILlS
cr-ll1cONFORMED ~ ~ DEPARTMENT OF I~tl ~W ct no ~O
1=10 KINGS COUNlY - NEW YORK ~~En~~~~~t~~~1~i~~~~0~ a ENVIRONMENTAL PROTECTION DIFFUSER ALIGNMENT eM-OSImmiddot-middot-iil_fl-7--=-tmiddot ~~oo~~~~~n~~ti~~~~~~j~ti~~~f BUREAU OF ENGINEERING DESIGN amp CONSTRUcrrON CROSS SECTIONS
N tIr-2D -OO~oO - E-I-tA= 0(q
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
I(t~ ~
~ ~---r---------------------~~~-----r----~~------~~~r-~~----r~~~~lr--------~TnHE~C]-I~~OFN~EWWYYO~R~K---------~--------~C~ON~TRA~CTCCSSOO-~N~C~-2~---------r~~~~1 DEPARTMENT OF -gtH KILLS
~ CT-l CONFORMED NONE KINGS COUNTY - NEW YORK ENVIRONMENTAL PROTECTION
i M-06 DIFFUSER ASSEMBLY DETAILS OFBUREAU OF ENGINEERING DESIGN amp CONSTRUCTION j
NfN - bG - D)0OD-E trA =I- (9
BAllAST PLATE
OBSshy
0S8
~
3B 316SS BENT PlATE
316SS 716 BOLT (TYP)
~t~~~
I f
I I i ~
2-0
tt===L-d
~ ~
J-J ~
II
14 316 SIS PIPE CLAMP
~I 1 i CK I I i i I
OSS
60 POLYPROPYLENE AIR HEAOER PIPE
~ 156
~
I~----l
SECTION i ~
~
SECTION 12 v5
BALLAST PLATE
S-O
~
DIFFUSER AIR HEADER DETAIL
-ORIFICE ADJUSTMENT SLEEVE
11--- 532D1A ORIFICES (TYP FOR 12)
JJ--34orA BAil CHECK
+-------+----~ SOUD BODY DIFFUSER THREADS WITH 18DIA ORIFICE DRILLED THROUGH
112DIA INUNE SPRING LOADED CHECK VALVE
34 FNPT SIDEWALL FITTING
~ ---SOCKET WELD CONNECTION
---POLYPROPYLENE PIPE
SECTION AIR DIFFUSER ASSEMBLY
60 POLYPROPYLENE PIPE
-G--shy
FUSION WELD (TVP)
4-0
J 1-0 I~JJ
4-0
16middot0
4_0
~
WATER ELEVATION AVG WATER (NGVD29) DEPTH (FT)
MHHW 197 1175 MHW 170 1148
MTl (-)021 957 MLW (-)212 766 MLLW (-)228 750
~ 1 ALL AREAS IN CONTACT WITH PIPING TO BE PROVIDED
WITH 18 THICK NEOPRENE SHEET BONDED TO CLAMP
2 ALL BOLTS 316 SIS
3 THE PROPOSED WORK IS LOCATED IN AN AUTHORIZED BUT NOT CONSTRUCTED FEDERAL NAVIGATION CHANNEL
4 BAlLAST PLATES ARE USED TO WEIGH DOWN THE AIR HEADER THESE ARE NOT PERMANENTLY ANCHORED AND CAN BE UFTED OUT OF THE WATER BODY WHEN REQUIRED A TOTAL OF 365 BAUAST PlATES WILL BE REQUIRED EQUAllNG AN AREA OF 700 SQUARE FEET
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
-oj
lII
~
-
~
j
~~~~~
--~ ~~ ~~I)Igt --
~~)t J~)(sect
tv DIFFUSER HEADER
IIflfftHm IDI nc MY t6 NEW tatK
~ -----1 I I_I mlAI9 1) I bull I ~ bullI 1 -middot----I 1~~llt1 I ~ _ h-shy ~it II bull ~~~ bull OEF __ tliiiiiiillUllilMdRt
DIFFUSER HEADER SCHEDULE DIFFUSER HOOER p~ AIR HOOER
AIR HpoundADEl IlAlERtAI POLYPROPYLENE AIR HEADER NONINAL DlMIEJEIl
AIR Hpoundn)poundR START BASfiJNE STA 0+00
~ HENlfR END IIASpound1JNE Sf 22+20
DIFfUSER ASSEJIBlY SPACING FT
DIFfUSER ASSEMBlY SlART~ BASEUNE STA 2+00 DIIFUSER ASSDIIIlY END ~NE sr 22+20
TOTAl NUMBER OF DIffiISER l$SEIoIBUES 506
BUAST PWE SJIRT BISIlINE Sf II+Ol IINJAST IIA1lt END BASEUNE ST 22+18
il 1Le-~
DATE AUGUST 2004
SHEET~ _0_
OWG ND ___
N~N-WII-OCXo~o-tM Oer
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I
gt-1
--
I i
)
~
[ i
f
i ~ 3shy
I ~ ~
- f
1 ~ utUUTHOfilUb o1TtlUllOlI$ OR 0011101-11 fO
S M~~ ~roV1~Jtaw~~HS~~~~~~ shy we-lllJl$IPl ~ 9f JII~ fitll YO~W $TAn tDUefIOfI uw
~ ~ PlIO
w n~~_illf ~ 2lt (-l20 I I I I I
(-)IaG (-)1+20 (-)0+80 ()0+41) 0+00 0+-40 0+80 1+20
CROSS SECTION A-A AT STA 1+50
~M_W
i-~ ~~~ C )(-)20 I I i I I
(-)1+80 (-)1+20 (-)0+80 (-)0+40 O+CIO 0+-411 0+80 H20
CROSS SECTION B-B AT STA 9+00
IIISIOIC VF SCALE AIIfIftfMD 1M DE Uh tE HEW JW( ~ COY Of NEW YORKi~ KU HCraquoIE bull DRS i57~r~ DEPARnIENT OF EtMRONwENrAl PROJECTION~)~ cttEDID RAH I ~ MIINiIIIIIIIIi PI f DrrDP1j BLIREJLI OF DMRONIlEHIH ~GlNEERtN6
_ bull _ DMSIOM OF FACIJllES DESltlN SECt ampte ~ IL 0 WP-169 ENGLISH KILLS
_ Sl( ~ - -- ~ PHASE Z AEIltlION
~ro
~ _ I H20
1+00
w
t-middotI I (-l
1+60
~ HO HO-poundK1tGS1RtJC11IRES amp EOUIPMENT
NEC1tAN1CNEXlsnL r-o O AlIGNMENT
~ IUVU RI
CROSS SECTlONS
DIJ[ AUGUST 2004
SHEtr - iJf
1lWG NO
NA l -W 1 - 0lX0rgt - E- r1Yltt q (~ raquo
~
I