north broadway ultraviolet disinfection

LOCATION PLAN

N

90

LAKE ONTARIO

81

87

90

11

87

MALONE

LAKE PLACID

WATERTOWN

UTICA

SYRACUSE

ALBANY

ROCHESTER

BUFFALO

LAKE

ERIE

BINGHAMTON

NEW YORK CITY

PROJECT LOCATION

AREA MAP

86-16786-G001

0

M YOUNG M YOUNG

NONE

1

CONTRACT No. 1 - GENERAL

This Drawing shall not be used

for Construction unless Signed

and Sealed For Construction

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Date

DrawnRevisionNo

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Title

Project

Client

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Design

Note: * indicates signatures on original issue of drawing or last revision of drawing

Plot Date: Cad File No:15 September 2015 - 3:45 PM G:\86\16786\CADD\Drawings\Gen\86-16786-G001_Cover.dwg

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Nicholas Hyde

Contract No.

IT IS VIOLATION OF NEW YORK STATE EDUCATION LAW FOR ANY PERSON UNLESS ACTING UNDER THE DIRECTION OF A LICENSEDPROFESSIONAL ENGINEER, TO ALTER AN ITEM ON THIS DRAWING IN ANYWAY. IF AN ITEM IS ALTERED, THE ALTERING ENGINEER SHALLAFFIX TO THE ITEM HIS.HER SEAL AND THE NOTATION "ALTERED BY" FOLLOWED BY HIS/HER SIGNATURE AND DATE OF SUCH ALTERATIONAND A SPECIFIC DESCRIPTION OF THE ALTERATION.

UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS, ANDTHEREFORE THEIR LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHERS, THE EXISTENCE OF WHICH ISPRESENTLY NOT KNOWN.

NOTES:TOWN OF NORTH CASTLE, NEW YORK

0 FOR CONSTRUCTION NJH KC 9/15

One Remington Park Drive

Cazenovia NY 13035 USA

T 1 315 679 5800 F 1 315 679 5801

E [email protected] W www.ghd.com

GHD Consulting Services, Inc.

NORTH BROADWAY

ULTRAVIOLET DISINFECTION

NORTH BROADWAY ULTRAVIOLET DISINFECTION

PROJECT SITE

BING MAPS.COM

WATER DISTRICT No. 1

PCF POUNDS PER CUBIC FOOTPERF PERFORATEDPERP PERPENDICULARPIL PILASTERPLAM PLASTIC LAMINATEPLAS PLASTER/ PLASTICPLBG PLUMBINGPLYWD PLYWOODPNL PANELPOLY OR PE POLYETHYLENEPOR PORCELAINPR PAIRPREFAB PREFABRICATEDPRS PRESSURE REDUCING STATIONPRV PRESSURE RELIEF/REDUCING VALVEPS PUMP STATIONPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPST PRIMARY SETTLING TANKSPT POINT / PRESSURE TREATEDPTN PARTITIONPV PLUG VALVEPVC POLYVINYL CHLORIDEPW POTABLE WATERQT QUARRY TILEQTY QUANTITYR RISER / REACTION / RADIUSRAD RADIUS / RADIATORRAS RETURN ACTIVATED SLUDGERBR RUBBERRCP REINFORCED CONCRETE PIPERD ROOF DRAIN / ROADRE RIGHT ENDREC RECESS / RECORDRECIR RECIRCULATIONREDR REDUCERREF REFERENCE / REFRIGERATORREG REGISTERREINF REINFORCINGREM REMOVEREP REPAIRREQD REQUIREDREV REVISERF ROOFRFG ROOFINGRL ROOF LEADERRM ROOMRO ROUGH OPENINGROB RUN OF BANKROW RIGHT OF WAYRS RETURN SLUDGES SOUTH / SUCTIONSADL SADDLESAN SANITARYSCH SCHEDULESCP STRUCTURAL CLAY PIPESEC SEVERE ENVIRONMENTAL CONDITIONSECT SECTIONSEL SELECTIONSEW SEWERSF SQUARE FOOT OR SILT FENCESG SLIDE GATESHT SHEETSIM SIMILARSTA STATIONSTL JST STEEL JOISTSLG SLUICE GATESOI SPRAYED ON INSULATIONSP STOP PLATE / SOUTHERN PINESPEC SPECIFICATIONSQ SQUARESST STAINLESS STEELST STREETSTD STANDARDSTIRR STIRRUPSSTL STEELSTOR STORAGESTRU STRUCTURAL / STRUCTURESUR SURFACESUSP SUSPENDED / SUSPENSIONSWD SIDE WATER DEPTHSYM SYMMETRICALT & B TOP AND BOTTOMT & G TONGUE AND GROOVET TILE, TREAD OR TOPT/D TOP OF DECKT/F TOP OF FOOTINGT/G TOP OF GROUT /GRATINGT/M TOP OF MASONRYT/P TOP OF PIPET/S TOP OF SLAB / STEELT/W TOP OF WALLTC TRAFFIC CONTROLTCB TEMPORARY CONCRETE BARRIERTCMH TRAFFIC CONTROL MANHOLETDH TOTAL DYNAMIC HEADTEL TELEPHONETEMP TEMPERATURE / TEMPORARY / TEMPEREDTERT TERTIARYTHK THICKTK TANKTOB TOP OF BANKTOL TOLERANCETRANS TRANSFORMERTYP TYPICALUNO UNLESS NOTED OTHERWISEUP UTILITY POLEUR URINALUV ULTRAVIOLETV VINYL / VERTICAL / VENTVAT VINYL ASBESTOS TILEVT VITRIFIED TILEVTR VENT THRU ROOFW WATER / WESTW/ WITHW/O WITHOUTWAS WASTE ACTIVATED SLUDGEWC WATER CLOSETWD WOOD / WIDTHWG WEIR GATEWH WALL HYDRANTWI WROUGHT IRONWL WATER LEVELWO WINDOW OPENINGWP WHITE PINEWP WORKING POINTWS WATER SURFACEWS WATERSTOPWST WELDED STEEL PIPEWT WEIGHTWV WATER VALVEWWF WELDED WIRE FABRICYH YARD HYDRANT

FLR FLOORFLUOR FLUORESCENTFM FORCE MAIN / FLOW METERFND FOUNDATIONFOC FACE OF COLUMNFPRF FIREPROOFFPS FEET PER SECONDFRP FIBERGLASS REINFORCED PLASTICFS FOOTING STEPFST FINAL SETTLING TANKFT FEETFTG FOOTINGFURR FURRING / FURREDG GASGA GAUGEGAL GALLONGALV GALVANIZEDGC GENERAL CONTRACTORGEN GENERATORGI GALVANIZED IRONGL GLASSGM GAS METERGPM GALLONS PER MINUTEGR GRADE / GUARDRAILGRAN GRANITEGRTG GRATINGGS GALVANIZED STEELGV GATE VALVEGYP GYPSUMH&V HEATING AND VENTILATINGHB HOSE BIBBHD HEAVY DUTYHDBD HARDBOARDHDPE HIGH DENSITY POLYETHYLENEHDWR HARDWAREH EXCH HEAT EXCHANGERHH HANDHOLEHM HOLLOW METALHMA HOT MIX ASPHALTHOR OR H HORIZONTALHP HORSEPOWERHPT HIGH POINTHSS HOLLOW STRUCTURAL SHAPEHT HEIGHTHTR HEATERHWL HIGH WATER LEVELHYD HYDRATINGI / O INPUT / OUTPUTI IRON /INLETID INSIDE DIAMETERIF INSIDE FACEINCIN INCINERATORINCL INCLUDEINF INFLUENTINSUL INSULATIONINT INTERIORINV INVERTIPS INTERNAL PIPE SIZEISO ISOLATIONJAN CLO JANITOR'S CLOSETJCT JUNCTIONJST JOISTJT JOINTK 1000 POUNDS (1 KIP)KG KNIFE GATEL PT LOW POINTL ANGLELF LINEAR FEETLAM LAMINATE/LAMINATEDLAV LAVATORYLE LEFT ENDLG / LFG LANDFILL GASLG LENGTH / LONGLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLP LIGHT POLELT WT LIGHTWEIGHTLT LIGHTLV LOUVERLWL LOW WATER LEVELM MOTORMAS MASONRYMATL MATERIALMAX MAXIMUMMCC MOTOR CONTROL CENTERMECH MECHANICALMEMB MEMBRANEMEZZ MEZZANINEMFR MANUFACTURERMGD MILLION GALLONS PER DAYMH MANHOLEMIN MINIMUMMIRR MIRRORMISC MISCELLANEOUSMJ MECHANICAL JOINTMO MASONRY OPENINGMS MONITORING SYSTEMMTG MOUNTINGMTL METALMULT MULTIPLEMX MIXERN NORTHNAHS03 SODIUM BISULFITENAT NATURALNF NEAR FACENG NATURAL GASNIC NOT IN CONTRACTNO OR # NUMBERNOM NOMINALNPT NATIONAL PIPE THREADNPW NON POTABLE WATERNS NO SMOKINGNTS NOT TO SCALEOC ON CENTERS / ODOR CONTROLOD OUTSIDE DIAMETEROF OUTSIDE FACEOPER OPERABLEOPNG OPENINGOPP OPPOSITEORIG ORIGINALORP OXIDATION REDUCTION POTENTIAL⅊ PLATE / PROPERTY LINEP&ID PROCESS INSTRUMENTATION DIAGRAMPAR PARALLELPAT PATTERNPAVT PAVEMENTPC PIECE

ABBREVIATIONSAB ANCHOR BOLTACOUS ACOUSTICAL (SOUND DEADENING)ADDL ADDITIONALADJ ADJUSTABLEAFF ABOVE FINISH FLOORAFF ABOVE FINISHED FLOORAGGR AGGREGATEALLW ALLOWANCEALT ALTERNATEALUM ALUMINUMAPC AIR POLLUTION CONTROLARCH ARCHITECT OR ARCHITECTURALASB ASBESTOSASPH ASPHALTASSY ASSEMBLYB/ BOTTOM OFB/F BOTTOM OF FOOTINGBD BOARDBTW BETWEENBF BLIND FLANGEBIT BITUMINOUSBL BUILDING LINEBLDG BUILDINGBM BENCH MARK / BEAMBMK BENCH MARKBOT OR B BOTTOMBP BASE PLATEBRG BEARINGBRK BRICKBRZ BRONZEBU BUILT UPBV BUTTERFLY VALVE℄ CENTERLINECABN CABINETCATG CATALOGCB CATCH BASINCC CENTER TO CENTERCEM CEMENTCEMS CONTINUOUS EMISSIONSCER CERAMICCF OR CU FT CUBIC FEETCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDCI CAST IRONCIP CAST IRON PIPECIRC CIRCLE/CIRCULARCIRCUMF CIRCUMFERENCECJ CONSTRUCTION JOINTCL CENTER LINECL JT CONTROL JOINTCLR CLEAR/COLORCL2 CHLORINECLF CHAIN LINK FENCECLG CEILINGCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCMUG GLAZED CONRETE MASONRY UNITCO CLEANOUTCOL COLUMNCOMB COMBINATIONCONC CONCRETECOND CONDUITCONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCOORD COORDINATECORR CORRIDORCP CONCRETE PLANKCPLG COUPLINGCPVC CHLORINATED POLYVINYL CHLORIDECRF CHEMICAL RESISTANT FINISHCRS COURSECS CARBON STEELCS JT CONSTRUCTION JOINTCT CERAMIC TILECTR CONTRACTCTRD CENTEREREDCU IN CUBIC INCHCU COPPERCV CHECK VALVECW CIRCULAR WASHERCY OR CU YD CUBIC YARDD DISCHARGEDEFL DEFLECTIONDET DETAILDF DRINKING FOUNTAINDH DECK HYDRANTDIA, OR Ø DIAMETERDIAG DIAGONALDIM DIMENSIONDIP DUCTILE IRON PIPEDIST DISTRIBUTION, DISTANCEDJ DOUBLE JOISTDL DEAD LOADDN DOWNDO DISSOLVED OXYGENDOZ DOZENDR DOOR / DRAINDWG DRAWINGDWL DOWELDWV DRAIN / WASTE / VENTE EASTEA EACHECC ECCENTRICEF EACH FACEEFF EFFLUENTEFW EFFLUENT WATEREJ EXPANSION JOINTEL ELEVATIONELB ELBOWELEC ELECTRICEMH ELECTRIC MANHOLEENAM ENAMELENG ENGINEENGR ENGINEERENT ENTRANCEEQ EQUALF&C FRAME AND COVERF&G FRAME AND GRATINGFAB FABRICATEFC FOOT CANDLE / FLUSHING CONNECTIONFD FLOOR DRAINFE FIRE EXTINGUISHERFF FAR FACE / FINISHED FLOORFG FIBERGLASS / FINISHED GRADEFH FIRE HYDRANTFIN RAD FIN RADIATORFIN FINISHFITG FITTINGFIX FIXTUREFL FLANGEFLG FLOORING

FLOW DIRECTION

PIPE COUPLING

WALL SLEEVE

WELDED STEEL BRACKET W/U-BOLTTYPE 'H' PIPE SUPPORT

INSULATION (LOOSE OR BLANKET)

INSULATION (RIGID)

COMPACTED GRAVEL BACKFILL

LUMBER (FINISHED GRADE)

CONCRETE BLOCK (ELEVATION)

CONCRETE BLOCK (PLAN)

LUMBER (STRUCTURAL GRADE)

PIPE STANCHION SADDLE W/U-BOLTTYPE 'B' PIPE SUPPORT

FLANGED JOINT

FLANGED ADAPTER

BUTTERFLY VALVE

GROUT

CONCRETE

BRICK (PLAN)

EARTH

BALL VALVE

CHECK VALVE

GATE VALVE

SYMBOLS

1ELEVATIONPIPE SIZE & MAT.

GENERAL NOTES:

1. LOCATION OF NEW INSTRUMENTATION IS APPROXIMATE. CONTRACTOR SHALL COORDINATE FINALINSTRUMENTATION LOCATION.

2. EXISTING PIPING AND FACILITIES SHOWN LIGHT. NEW PIPING AND FACILITIES SHOWN DARK. SOMEITEMS TO BE DEMOLISHED ARE SPECIFICALLY LABELED ON THESE DRAWINGS. REFER TOSPECIFICATION FOR ADDITIONAL INFORMATION REGARDING DEMOLITION.

3. CONTRACTOR IS TO VERIFY AND COORDINATE ALL EXISTING STRUCTURE AND PIPING ELEVATIONS,LOCATIONS, SIZE AND TYPE OF MATERIAL WITH NEW PIPING PRIOR TO CONSTRUCTION. IFDISCREPANCIES ARISE BETWEEN THESE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS,THE CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IN WRITING.

4. CONTRACTOR IS TO PROVIDE ADAPTERS FOR TRANSITIONS BETWEEN DIFFERENT PIPEMATERIALS.

5. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO A CONDITION EQUAL TOOR BETTER THAN THAT WHICH EXISTED PRIOR TO CONSTRUCTION UNLESS NOTED OTHERWISE.

6. CONTRACTOR TO SUPPLY ALL BENDS REQUIRED TO MAINTAIN SMOOTH FLOW LINES, CHANGES INELEVATION AND TO MEET ALL TRANSITIONS. USE 45º BENDS UNLESS APPROVED BY THEENGINEER.

7. CONTRACTOR TO PROVIDE POSITIVE SITE DRAINAGE DURING CONSTRUCTION OPERATIONS. ALLFINAL LINES AND GRADES SHALL BE CONSTRUCTED TO MAINTAIN POSITIVE SITE DRAINAGE TOEXISTING DRAINAGE STRUCTURES.

8. ALL PAVEMENT SHALL BE SAW CUT PRIOR TO RESTORATION.

9. INFORMATION REGARDING EXISTING CONDITIONS AND FACILITIES ARE DERIVED FROM PREVIOUSCONTRACT DRAWINGS OBTAINED FROM THE TOWN OF NORTH CASTLE TITLED: WATER SUPPLYCONNECTION AS BUILT NORTH BROADWAY TO OVERLOOK TANK - OVERLOOK ROAD TOWN OFNORTH CASTLE, NEW YORK, WESTCHESTER COUNTY , DATED: FEBRUARY 1, 2012 PREPARED BYKEANE COPPELMAN ENGINEERS, P.C.. THERE MAY BE OTHER EXISTING CONDITIONS ANDFACILITIES, THE EXISTENCE OF WHICH IS PRESENTLY UNKNOWN.

10. SURVEY PERFORMED AND PREPARED AT THE SITE OF 990 NORTH BROADWAY, NORTH CASTLE,NEW YORK BY FISHER ASSOCIATES, 135 CALKINS ROAD, ROCHESTER, NEW YORK DATED: APRIL2015.

11. LEGEND REPRESENTS STANDARD LINE TYPES AND HATCHING UNLESS INDICATED ON SPECIFICDRAWINGS.

12. CONTRACTOR TO COORDINATE STAGING AREAS WITH OWNER.

13. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SCOPE OF WORK IN THE FIELD, REVIEWTHESE CONTRACT DRAWINGS, ALL PREVIOUS FACILITY CONSTRUCTION DRAWINGS & DOCUMENTSAND THE DEMOLITION SPECIFICATIONS, THE EXISTING FACILITY PLANS, AND DEMOLISH ALL ITEMSNECESSARY TO ACCOMMODATE THE PROPOSED WORK. ALSO THE CONTRACTOR SHALL REPAIRALL SURFACES AND PLUG ABANDONED PENETRATIONS UPON REMOVAL OF THE DEMOLISHEDITEMS PER THE SPECIFICATION.

14. ALL BUILDING INTERIOR AND UNDERGROUND PIPE AND FITTINGS, VALVES AND HYDRANTSCONNECTED TO AND FORMING PART OF A POTABLE WATER SUPPLY SYSTEM SHALL BEDISINFECTED IN FULL ACCORDANCE WITH BOTH THE REQUIREMENTS OF AWWA STANDARD C651AND THE STATE OR COUNTY DEPARTMENT OF HEALTH HAVING JURISDICTION OVER THE PROJECT.

15. DISINFECTION PROCEDURES SHALL BE FOLLOWED FOR THE NEW WATER MAIN ALONG WITH AN"APPROVAL OF COMPLETED WORKS" IS ISSUED BY THE WESTCHESTER COUNTY HEALTHDEPARTMENT PRIOR TO PLACING THE WATER MAIN INTO SERVICE. THE CONTRACTOR SHALLDISINFECT THE WATER MAIN IN ACCORDANCE WITH THE LATEST AWWA STANDARD C651. ALLPRESSURE AND BACTERIOLOGICAL TESTING WILL BE SUBMITTED TO WCDOH FOR APPROVALPRIOR TO ANY WATERMAINS BEING PLACED INTO SERVICE. A SUMMARY DESCRIPTION PROVIDEDBELOW:

STANDARDS:AWWA C651, DISINFECTION PROCEDURES (METHOD NO. 2, REFER TO SECTIONS 02674 AND02675 FOR ADDITIONAL REQUIREMENTS):

a. COMPLETE ALL PRESSURE AND LEAKAGE TESTING PRIOR TO START OF DISINFECTIONPROCESS.

b. FLUSH ALL PIPE AND APPURTENANCES OF DIRT AND CONTAMINANT MATERIALS.c. USE CONTINUOUS FEED METHOD.d. USE OF SOLID HYPOCHLORITE METHOD IS NOT ALLOWED (TABLET METHOD).e. CHLORINE INJECTION POINT SHALL BE WITHIN 10-FEET OF THE EXISTING HYDRANT.f. AVAILABLE CHLORINE IN SOLUTION SHALL BE NOT LESS THAN 50 MG/L AND NOT

GREATER THAN 100 MG/L AND SHALL BE HELD IN THE SYSTEM FOR NOT LESS THAN24-HOURS.

g. DURING CHLORINE INJECTION FLUSH EACH HYDRANT UNTIL THE REQUIRED RESIDUALIS MET.

h. AFTER 24-HOURS THE AVAILABLE CHLORINE SHALL BE NO LESS THAN 25 MG/L.i. REPEAT PROCEDURE AS NECESSARY TO ACHIEVE REQUIRED CHLORINE RESIDUAL AT

THE COMPLETION OF THE DISINFECTION PROCEDURE.j. THOROUGHLY FLUSH THE SYSTEM, UNTIL THE CHLORINE RESIDUAL IS BETWEEN 0.5

AND 1.2 MG/L,k. COLLECT INITIAL SAMPLES FOR LABORATORY TESTING FOR TOTAL COLIFORM.l. A SECOND TOTAL COLIFORM TESTING SHALL BE PERFORMED NO LESS THAN

24-HOURS FOLLOWING THE INITIAL TESTING.m. DISPOSE OF SPENT CHLORINE SOLUTION OFF-SITE OR BY NEUTRALIZING THE

REMAINING CHLORINE AS APPROVED BY THE OWNER AND APPROPRIATEREGULATORY AGENCIES.

n. IF EITHER TOTAL COLIFORM TESTING FAILS TO MEET HEALTH DEPARTMENTREQUIREMENTS THE DISINFECTION AND TESTING SHALL BE REDONE AT THECONTRACTORS EXPENSE.

o. ANALYSIS SHALL BE PERFORMED BY A STATE CERTIFIED LABORATORY.p. PRIOR TO ESTABLISHING SERVICE CONNECTIONS TO EACH HOME OR BUSINESS THE

SERVICE SHALL BE THOROUGHLY FLUSHED.

16. STARTUP AND TESTING SHALL BE COORDINATED WITH THE WESTCHESTER COUNTY DEPARTMENTOF HEALTH AND NEW YORK STATE HEALTH DEPARTMENT AND REPRESENTATIVES FROM BOTHENTITIES SHALL BE PERMITTED TO WITNESS STARTUP AND TESTING.

MECHANICAL JOINT / RESTRAINEDPUSH ON JOINT/PUSH ON JOINT

PIPE HANGER TYPE 'A' PIPE SUPPORT(SHOWN IN PLAN ONLY)

STRAP W/S.S. BOLTS AND INSERTSTYPE 'D' PIPE SUPPORT

CONCRETE PIPE SUPPORTTYPE 'G' PIPE SUPPORT

SOIL BORING

EXISTING CONTOUR600

DRAWING LISTDRAWING No. DRAWING TITLE

86-16786-G001 COVER

86-16786-G002 LEGEND, ABBREVIATIONS, SYMBOLS, GENERAL NOTES ANDLIST OF DRAWINGS

86-16786-G003 SITE PLAN - EROSION & SEDIMENTATION CONTROL - NOTESAND DETAILS

86-16786-G004 MISCELLANEOUS DETAILS

86-16786-G005 MISCELLANEOUS DETAILS

86-16786-G006 MISCELLANEOUS DETAILS AND BUILDING ADDITION DWV PLAN

86-16786-A001 MODIFICATION TO EXISTING PUMP

86-16786-A002 ELEVATION AND DETAILS

86-16786-D001 DEMOLITION AND EXISTING CONDITIONS - PLANS, SECTIONSAND PHOTOS

86-16786-M001 MECHANICAL PLANS AND SECTIONS - ALTERNATE LAYOUT 1

86-16786-M002 MECHANICAL PLANS AND SECTIONS - ALTERNATE LAYOUT 2

86-16786-E001 ABBREVIATIONS, SYMBOLS, NOTES, AND DETAILS

86-16786-E002 ONE LINE DIAGRAM AND SCHEDULES

86-16786-E003 SCHEMATIC DIAGRAM

86-16786-E004 ELECTRICAL PLANS

SYMBOLS

STEEL TUBE OR COLUMN SUPPORTW/ U-BOLT TYPE `T' OR TYPE 'H'PIPE SUPPORT

86-16786-G002

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M YOUNG M YOUNG

NONE

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ECCENTRIC BLIND FLANGE W/FLUSHINGCONNECTION OR PIPE DRAIN




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Plot Date: Cad File No:15 September 2015 - 3:46 PM G:\86\16786\CADD\Drawings\Gen\86-16786-G002_LegAbbrevDwgList.dwg

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Nicholas Hyde

Contract No.







T 1 315 679 5800 F 1 315 679 5801



NORTH BROADWAY


//////////////////////////////////////

SITE SURVEY LEGEND

SITE SURVEY NOTES:1. COORDINATES AND NORTH ORIENTATION SHOWN HEREON ARE REFERENCED TO THE NEW

YORK STATE PLANE COORDINATE SYSTEM, EAST ZONE, TRANSVERSE MERCATORPROJECTION, NAD 83 (2011) EPOCH 2010.00 USING GPS PROCEDURES AND THE NEW YORKSTATE DOT CORS NETWORK.

2. ELEVATIONS SHOWN HEREON ARE REFERENCED TO THE NORTH AMERICAN VERTICALDATUM OF 1988 USING GPS PROCEDURES.

3. UNDERGROUND UTILITIES SHOWN HEREON WERE PLOTTED FROM FIELD LOCATIONS,VISIBLE AT THE TIME OF SURVEY. THE LOCATIONS OF ALL UNDERGROUND UTILITIESSHOULD BE STAKED BY THE RESPECTIVE UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.

REFERENCES:

1. HIGHWAY MAP NO. 27 AND EASEMENTS "A" AND "B" AS SHOWN ON A MAP OF HIGHWAYNO. 20 PREPARED FOR THE COUNTY OF WESTCHESTER, DATED 1923.

VENT PIPING

SANITARY PIPING BELOW SLABX

"Y" STRAINER

ROOF DRAIN

FLOOR DRAIN

PRESSURE GAUGE

WATER HAMMER ARRESTERW/PDI SYMBOL

PRESSURE REDUCING VALVE

GATE VALVE

BALL VALVE

HOSE RACK

BUILDING TRAP, VENT & CO

CLEANOUT

CLEANOUT

HOSE BIBB

PIPE DOWN

PIPE UP




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Plot Date: Cad File No:15 September 2015 - 3:38 PM G:\86\16786\CADD\Drawings\Gen\86-16786-G003_SitePlan.dwg

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Nicholas Hyde

Contract No.







T 1 315 679 5800 F 1 315 679 5801



NORTH BROADWAY


86-16786-G003

0

M YOUNG M YOUNG

AS SHOWN

1

SITE PLANSCALE: 1" = 10'

0 20'

SCALE 1"=10' AT ORIGINAL SIZE

15105

GENERAL EROSION AND SEDIMENTATION NOTES

1. ALL REQUIRED EROSION CONTROL MEASURES SHALL BE ESTABLISHED WITHIN A DRAINAGEAREA PRIOR TO EXCAVATION WITHIN THE AREA.

2. THE LISTED EROSION CONTROL MEASURES ARE REQUIRED. ADDITIONAL EROSION CONTROLMEASURES MAY BE NEEDED AT THE TIME OF CONSTRUCTION BASED ON CONSTRUCTIONPRACTICES AND SITE CONDITIONS.

3. SPECIFIC EROSION CONTROL PRACTICES FOR INDIVIDUAL AREAS ARE SHOWN ON THEINDIVIDUAL DRAWINGS. GENERAL PRACTICES AND DETAILS ARE LISTED ON THIS SHEET.

4. THE GENERAL SEQUENCE OF CONSTRUCTION WILL BE AS FOLLOWS:A. IDENTIFY THE LIMITS OF THE DRAINAGE AREA.B. ESTABLISH EROSION CONTROL MEASURES WITHIN THE DRAINAGE AREA.C. EXCAVATE MATERIAL FROM THE EXCAVATION AND STOCKPILE ACCEPTABLE MATERIAL

ADJACENT TO THE EXCAVATION.D. REMOVE UNACCEPTABLE MATERIAL FROM THE SITE.E. HAUL IN ACCEPTABLE BACKFILL AND STOCKPILE MATERIAL ADJACENT TO THE

EXCAVATION.F. INSTALL NEW FACILITIES, IE: BEDDING, PIPE, SIDEWALK.G. BACKFILL WITH ACCEPTABLE MATERIAL.H. ESTABLISH SURFACE TREATMENTS.I. MAINTAIN EROSION CONTROLS UNTIL ALL SURFACE AREAS ARE STABILIZED.J. REMOVE EROSION CONTROL MEASURES.

5. DRAINAGE WILL BE SLOPED AWAY FROM THE EXCAVATION AREA.

6. EXCAVATIONS WILL BE KEPT DRY USING SUMP PUMP SYSTEMS. THE SUMP WILL BE LOCATEDAT THE LOW POINT OF THE TRENCH, AND WILL CONSIST OF A SUCTION HOSE DRAWING FROM APOCKET OF WASHED GRAVEL WRAPPED IN NON-WOVEN GEOTEXTILE. THE SUMP WILLDISCHARGE TO STABILIZED CATCH BASINS. STABILIZED CATCH BASINS WILL BE CLEANEDPRIOR TO HAVING STORMWATER DISCHARGED TO THEM AND THEIR GRATES WILL BE WRAPPEDWITH WOVEN GEOTEXTILE (SILT FENCE MATERIAL) TO PREVENT THE ENTRANCE OF FINES.STABILIZED CATCH BASINS WILL ALSO BE CLEANED WHEN THE SILT REACHES THE MIDPOINT OFTHE SUMP AND AT THE COMPLETION OF THE PROJECT.

7. IF A STABILIZED CATCH BASIN IS NOT AVAILABLE WITHIN A DRAINAGE AREA THE TRENCH SUMPWILL DISCHARGE TO A SILT BAG AND FLOW OVERLAND TO NATURAL DRAINAGE COURSES. THEVOLUME OF WATER DISCHARGED WILL BE MONITORED TO PREVENT EROSION OR DAMAGEWITHIN THE NATURAL DRAINAGE COURSES.

8. MATERIAL TAKEN FROM ROADWAYS, CATCH BASINS, AND SILT BAGS WILL BE DISPOSED OF IN AMANNER THAT MEETS ALL LOCAL, STATE AND FEDERAL LAWS.

EROSION CONTROL NARRATIVE

PRIOR TO COMMENCING WORK, CONTRACTOR SHALL INSTALLSEDIMENT AND EROSION CONTROL MEASURES.

WHEN THE SITE IS CLEARED, BUT BEFORE GRUBBING, EROSIONCONTROLS SHALL BE PLACED AT POINTS NOTED ON THE PLANS.THESE INCLUDE POSITIONING CONTROLS AS NEEDED ATDOWNGRADIENT EDGES OF GRADED AREAS AND AT THE BASE OFPROPOSED FILL SLOPES AND WALLS.

STABILIZED CONSTRUCTION AND WASHDOWN PAD SHALL BEINSTALLED AS SHOWN ON DRAWINGS. IF NECESSARY, ROUGHGRADES SHALL BE ESTABLISHED AND SHAPED. SITE AREASSHALL BE ESTABLISHED FOR USE AS CONSTRUCTION MATERIALSTORAGE AND PARKING.

CUTS AND FILLS WILL BE MADE TO DESIGN GRADES. EXCESS FILLWILL BE HAULED AND PLACED IN FILL AREAS OR DISPOSED OF ATAN APPROVED OFF-SITE LOCATION.

EROSION CONTROLS SHALL BE PERIODICALLY CHECKED ANDMAINTAINED AT THE DOWNHILL EDGE OF DISTURBED AREAS ANDSHALL BE PLACED AT THE BASE OF SLOPES. STRAW BALES ORSILT FENCES SHALL BE MAINTAINED AT THE POINTS OF RUNOFFPIPE AND DITCH OUTLETS.

WHEN CONSTRUCTION WORK IS COMPLETED AND STABLESURFACES (VEGETATED OR PAVED) HAVE BEEN ACHIEVED, THEEROSION CONTROLS SHALL BE REMOVED.

DUST CONTROL MEASURES

DUST CONTROL MEASURES WILL BE IMPLEMENTED ACROSSAREAS OF SITE DISTURBANCE.

TEMPORARY STABILIZATION (SEEDING, MULCHING) WILL BEEMPLOYED IF CONSTRUCTION AREAS ARE TO BE LEFT OPEN FORPERIODS OF TIME. THESE NOTED GENERAL OPERATIONS WILLHELP REDUCE THE POTENTIAL LEVEL OF DUST GENERATEDFROM THE SITE.

DUST CONTROL MEASURES WILL BE EMPLOYED DURING DRYWEATHER PERIODS UNTIL ALL DISTURBED AREAS ARESTABILIZED.

SPECIFIC DUST CONTROL MEASURES FOLLOW IN ORDER OFHIERARCHY.

SPRINKLING: WATER WILL BE SPRAYED ON THE SURFACEOF DISTURBED AREAS UNTIL THE SURFACE IS WET. THISPRACTICE IS ESPECIALLY EFFECTIVE ON TRAFFICKEDAREAS.

VEGETATION: TEMPORARY SEEDING WILL BE EMPLOYED INSITE DISTURBED AREAS NOT SUBJECT TO TRAFFIC.

MULCH: MULCH MATERIAL INCLUDING WOOD CHIPS ANDGRAVEL WILL BE USED ON AREAS WHERE A FASTEFFECTIVE MEANS TO CONTROL DUST IS NEEDED.

BARRIERS: TEMPORARY "FENCING" WILL BE USED TOCONTROL AIR CURRENTS. EFFECT OF A BARRIER MAY BEAS LARGE AS 15 TIMES THE BARRIER HEIGHT EXISTINGOPEN FIELD VEGETATION (3' +/-HT) CANPROVIDE AN EFFECTIVE CONTROL FOR DUST FROM LOCALWORK AREAS.

EROSION & SEDIMENTATION CONTROL MEASURES

1. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THECONTRACTOR DAILY AND IMMEDIATELY AFTER PERIODS OF RAINFALL, REPAIR AND/ORMAINTENANCE OF SEDIMENTATION AND EROSION CONTROL MEASURES SHALL BE MADE ASSOON AS NEEDED. THE CONTRACTOR IS RESPONSIBLE FOR THE IMPLEMENTATION ANDMAINTENANCE OF ALL CONTROL MEASURES ON THIS SITE.

2. LAND DISTURBANCE SHALL BE KEPT TO A MINIMUM. RESTABILIZATION WILL BE SCHEDULEDIMMEDIATELY AFTER ANY DISTURBANCE.

3. SILT FENCES SHALL BE INSTALLED ALONG THE TOE OF ALL CRITICAL CUT AND FILL SLOPES.

4. CATCH BASINS SHALL BE PROTECTED WITH INLET PROTECTION BARRIERS OF SILT FENCESTHROUGHOUT THE CONSTRUCTION SEQUENCE AND UNTIL ALL DISTURBED AREAS ARESTABILIZED.

5. EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ALLCONSTRUCTION ACTIVITIES.

6. ANCHOR ALL TOPSOIL STOCK PILES WITH STRAW MULCH AND RING WITH SILT FENCE, ORSTRAW BALE BARRIER.

7. DURING CONSTRUCTION, ALL EXPOSED SLOPES THAT WILL NOT RECEIVE PERMANENTSURFACE TREATMENT IMMEDIATELY, AND ALL PILES OF SOIL SHALL BE TEMPORARILY SEEDEDWITH A MIXTURE OF PERENNIAL RYEGRASS, ANNUAL RYEGRASS AND WINTER GRASS, SHOULDCONSTRUCTION ACTIVITIES BE HALTED, THE CONTRACTOR SHALL STABILIZE DISTURBEDAREAS BY APPROVED METHODS SUCH AS MULCHING AND HYDROSEEDING.

8. SEDIMENT REMOVAL FROM CONTROL STRUCTURES SHALL BE THE RESPONSIBILITY OF THECONTRACTOR. SEDIMENT SHALL BE DISPOSED OF IN A MANNER WHICH DOES NOT RESULT INADDITIONAL EROSION AND WHICH IS CONSISTENT WITH THE CONTRACT DOCUMENTS ANDREGULATORY REQUIREMENTS.

9. THE EROSION AND SEDIMENTATION CONTROL MEASURES DESCRIBED HEREIN ARE INTENDEDAS A GENERAL GUIDE FOR THE CONTRACTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TOPROVIDE ANY AND ALL WORK NECESSARY TO PREVENT EROSION OF SOIL FROM THECONSTRUCTION SITE. TO PREVENT EROSION, THE CONTRACTOR SHALL PROVIDE SILT FENCESOR OTHER CONTROL MEASURES AS THE NEED ARISES DURING CONSTRUCTION AT NOADDITIONAL COST TO THE OWNER.

10. PAVED ROADWAYS SHALL BE KEPT CLEAN AT ALL TIMES.

11. A TEMPORARY CRUSHED STONE PAD OR ROADWAY SHALL BE CONSTRUCTED AT ALLNON-PAVED PARKING AREAS, HEAVY USE AREAS, OR ROADWAYS WHERE THERE IS NOEXISTING PAVEMENT, OR WHERE PAVEMENT HAS BEEN REMOVED.

6"MIN.

SECTION

50' MIN.

FILTER CLOTH MOUNTABLE BERM (OPTIONAL) 3' WIDE AT TOP AND 5:1 SLOPES

12' M

IN.

PLAN VIEW

CONSTRUCTION SPECIFICATION

1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT.

2. LENGTH - AS REQUIRED, BUT NOT LESS THAN 50 FEET.

3. THICKNESS - NOT LESS THAN SIX (6) INCHES.

4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OREGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE.

5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCESSHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPESWILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING ORFLOWING SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHADDITIONAL STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TOTRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAYSMUST BE REMOVED IMMEDIATELY.

8. WASHING - WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLICRIGHTS-OF-WAY. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONEWHICH ALSO DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

REPRODUCED FROM NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL

STABILIZED CONSTRUCTION AND WASHDOWN PADNOT TO SCALE

EXISTINGGROUND

EXISTINGPAVEMENT

EXISTING PAVEMENT

EXISTINGGROUND

INSTALLATION NOTES

STRAWBALES OR SILTFENCE

STABILIZE ENTIRE PILEWITH VEGETATION OR COVER

MIN. SLOPE MIN. SLOPE

21 SLOPE OR LESS

FILTER FABRIC

STRAW BALES BUTTED TIGHTLY

4" MIN.

SOIL STOCKPILINGNOT TO SCALE

STRAW BALE DETAILNOT TO SCALE

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE.2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2.3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE

SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, THENSTABILIZED WITH VEGETATION OR COVERED.

L

PERSPECTIVE DETAIL

L

FLOW FLOW

FLOW

CROSS SECTION

10' MAXIMUM C TO C

WOVEN WIRE FENCE (14.5 GAUGE MINIMUM, MAXIMUM 6" MESH

SPACING) WITH FILTER CLOTH OVER

REPRODUCED FROM NEW YORK STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL

DESIGN CRITERIASLOPELENGTH

UNLIMITED125 FEET100 FEET60 FEET40 FEET20 FEET

SLOPE STEEPNESS

FLATTER THAN 50:150:1 TO 10:110:1 TO 5:15:1 TO 3:13:1 TO 2:12:1 AND STEEPER

500 FEET250 FEET125 FEET

FENCELENGTH

UNLIMITED1,000 FEET750 FEET

WOVEN WIRE FENCE (14.5 GAUGEMINIMUM, MAXIMUM 6" MESH SPACING) WITH

FILTER CLOTH OVER

36" MINIMUM FENCE POSTLENGTH

FENCE POST SECTION MINIMUM 20" ABOVEGROUND.

UNDISTURBED GROUND

FENCE POST DRIVEN A MINIMUM OF 16"INTO THE GROUND

EMBED FILTER CLOTH A MINIMUM OF 6"INTO GROUND

16" MINIMUM HEIGHT OFFILTER CLOTH

1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITHWIRE TIES OR STAPLES.

2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITHTIES SPACED EVERY 24" AT TOP AND MID SECTION.

3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALLBE OVERLAPED BY SIX INCHES AND FOLDED.

4. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIALREMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE.

5. POST: SHALL BE STEEL EITHER "T" OR "U" TYPE OR 2" HARDWOOD STAKE.6. FENCE: SHALL BE WOVEN WIRE, 14.5 GAUGE WITH 6" MAXIMUM MESH

OPENING.7. FILTER CLOTH: SHALL BE FILTER X, 7. MIRAFI 100X, STABILINKA T140N OR

APPROVED EQUAL.8. PREFABRICATED UNIT: SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED

EQUAL.

SILT FENCE NOTES

SILT FENCE DETAILNOT TO SCALE

12"-24" DIAMETERPERFORATED

CORRUGATED OR PVC PIPE

12.0"NYS DOT #2 OR EQUIVALENT

SIDE SLOPEOPTIONAL

POSSIBLE GROUNDWATER TABLE

CLEAN WATER DISCHARGE HOSE

12.0"

POSSIBLE GROUNDWATER TABLE

PUMP TO DISCHARGETO GEOTEXTILE

DEWATERING BAG

NOTES:

1. PIT DIMENSIONS ARE OPTIONAL.

2. THE STANDPIPE SHOULD BE CONSTRUCTED BY PERFORATING A 12-24" DIAMETER CORRUGATED OR PVCPIPE.

3. A BASE OF 2" AGGREGATE SHOULD BE PLACED IN THE PIT TO A DEPTH OF 12". AFTER INSTALLING THESTANDPIPE, THE PIT SURROUNDING THE STANDPIPE SHOULD BE BACKFILLED WITH 2" AGGREGATE.

4. THE STANDPIPE SHOULD EXTEND 12-18" ABOVE THE LIP OF THE PIT.

5. THE STANDPIPE SHOULD BE WRAPPED WITH FILTER CLOTH BEFORE INSTALLATION. IF DESIRED, 1/4"-1/2"HARDWARE CLOTH MAY BE PLACED AROUND THE STANDPIPE, PRIOR TO ATTACHING THE FILTER CLOTH.

6. DEWATERING BAG SHALL BE 10 OZ. NON-WOVEN CAPACITY: 6 CUBIC YARDS, BAG SIZE 15 FT. X 10 FT. ,WATER FLOW RATE PER ASTM 4491, 95 GAL/MIN/SF

SUMP PITNOT TO SCALE

STRAW BALE (TO BE UTILZED OFF HOURS)

SILT FENCE

GAS SERVICE TOBE RELOCATED

2 BOLLARDS TO BE DEMOLISHEDAND REINSTALLED

REMOVE TREES

SF

SFSF

SFSB SB

SB

RELOCATED GASSERVICE(BY UTILITY)

BOLLARD(TYP)

SF

BUILDINGADDITION

FF 289.30

290

289

PERFORM EXPLORATORY EXCAVATION(S) TO VERIFYASSUMED ROUTING OF 6" W AND U/G ELECTRIC

NEW PAVING SYSTEM LIMIT

NEW PAVINGSYSTEM LIMIT



MODIFY EXISTING GRADE TOPROMOTE POSITIVE DRAINAGE

AWAY FROM NEW ADDITION

BENCHMARK LIST

BM-3

BM-2

BM-3

BENCHMARK ELEVATION DESCRIPTION

BM-2

BM-1

X 289.0 NEW SPOT ELEVATION

290 NEW CONTOUR

SITE LEGEND

RE-ROUTE EXISTING 4" PVCU/GE AND 6" DIP WATER

SEE BUILDING ADDITIONDWV DETAIL DWG G006

CONCRETE PIPEENCASEMENT

BM-1

4" SINV. 282.75

PROVIDE DROP PIPE INSIDE OF MANHOLE (SEE DETAIL)

GENERATOR

AUTOMATIC TRANSFER SWITCH

COORDINATE WITH CON-EDISONFOR NEW SERVICE (SEE SPECSECTION 16421)

SEE GENERATOR SCHEMATICDIAGRAM SHEET E-5

RADIATOR SIDE OFGENERATOR ENCLOSURE

36" MINIMUMLENGTH FENCEPOST, DRIVEN AMINIMUM OF 16"INTO THE GROUND

PIPE DIAMETER VARIES(SEE MECHANICAL DWGSFOR ELEVATION)

NOT TO SCALE

TYPE "A" PIPE SUPPORT(REFER TO SECTION 15150)

PIPE: SEE MECHDWGS FOR SIZE

YOKE ATTACHEDTO SADDLESTANCHION TYPE SUPPORT TOALLOW FOR VERTICAL ADJUSTMENT

STAINLESS STEELNOMINAL PIPE

NOT TO SCALETYPE "B" PIPE SUPPORT

U-BOLT

NOTE:ALL MATERIALS INCLUDING FASTENERS AND HARDWARE SHALL BE TYPE 304 STAINLESS STEEL.

SEE

MEC

H DW

GS

INSTALL 1" NON-SHRINKGROUT UNDER BASEPLATEAS REQ'D FOR LEVELING

BASEPLATE 10 x 10 x1/2" w/ 4- 5/8"Ø

ADHESIVEANCHORS: 5" EMBED

FINISH FLOOR (TYP)

#3 TIES @ 8"

4 - #4 @ CORNERS, REMAINDEROF VERTICAL STEEL NOT LESSTHAN #4 @ 12

4 - #5 DOWELS WITH 6" MINIMUMEMBEDMENT. EPOXY GROUTINTO CONCRETE.

1 1/2"

AS R

EQUI

RED

PIPES 12"Ø AND SMALLER =(PIPE Ø + 4" X 8" WIDE)

PIPES OVER 12" Ø =(PIPE Ø + 8" X 12" WIDE)

NOT TO SCALETYPE "G" PIPE SUPPORT

MIX C CONCRETE

HSS 4 X 4 X 516 (TYP)

MC6 X 12 (TYP)

COOR

DINA

TE W

ITH

MECH

DW

GSCO

ORDI

NATE

WIT

HME

CHAN

ICAL

DW

GS

10" SQ X 1/2" THICK BASE PLATEWITH (2) 5/8"Ø SS ADHESIVE

ANCHORS. 4" MIN EMBEDMENT

TYP3/16

3/8" THICK CAP PLATE

NOTES:

1. PIPE SUPPORT ASSEMBLY SHALL BE SHOP WELDED THEN HOT DIP GALVANIZED.2. ALL BOLTS AND U-BOLTS SHALL BE STAINLESS STEEL.3. SEE MECHANICAL PLAN AND SECTIONS FOR SUPPORT LOCATIONS.

PIPE (TYP): SEE MECH DWGS

PIPE FLANGE (TYP)

3" MIN

TYPE 'H' PIPE SUPPORTNOT TO SCALE

TAPPED FLANGE

1 1/2" QUICK CONNECTFITTING W/ CAP

1 1/2" BALL VALVE


SIDE VIEWFRONT VIEW

PIPE DRAIN DETAILNOT TO SCALE

BRASS SHUTOFF VALVE

AIR RELEASE VALVE(SIZE BY PUMP MFR)

SS NPT ELBOW

PIPE TAP OR TAPPED FLANGE

PVC DRAIN TO SUMP OR 6"AFF AT FD, ROUTING AS

SHOWN ON DWGS

AIR RELEASE VALVE DETAILNOT TO SCALE

SIZE DETERMINED BY PUMP MFR

1/2" FNPT BALL VALVE(FLUSHING CONNECTION)

NOT TO SCALETYPE "F" PIPE SUPPORT

BASE ELBOW OR TEESS ANCHOR BOLTS

PIPE Ø PLUS 8" SQCONCRETE BASE

#3 TIES @ 8"

4 - #5 @ CORNERS, REMAINDER OFVERTICAL STEEL NOT LESS THAN #4 @ 16

MIX C CONCRETE

4 - #5 GROUTED IN DOWELSWITH 6" MIN EMBEDMENT

AS R

EQUI

RED


1 1/2" BALL VALVE

1 1/2" TAP




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Plot Date: Cad File No:15 September 2015 - 3:48 PM G:\86\16786\CADD\Drawings\Gen\86-16786_Misc Details.dwg

(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Nicholas Hyde

Contract No.







T 1 315 679 5800 F 1 315 679 5801



NORTH BROADWAY


SIDE VIEW1/2"Ø U-BOLT (TYP)

COOR

DINA

TE W

ITH

MECH

ANIC

AL D

WGS

3/8" THICK CAP PLATE

86-16786-G004

0

M YOUNG M YOUNG

NONE

1

NOTES:

1. ALL TAPS UTILIZED FOR DRAINS SHALL BE 1 1/2"UNLESS NOTED OTHERWISE.

2. PROVIDE TAPPING SADDLE WHERE SHOWN ONDRAWINGS.

PRESSURE GAUGE OR SWITCH

1/2" BRASS NIPPLE

1/2" BRASS NIPPLE

BRASS STOPCOCK

1/2" NPT TAP

PRESSURE DEVICE MOUNTING DETAILNOT TO SCALE

NOTE:ALL TAPS UTILIZED FOR GAUGES SHALL BE 1/2" UNLESS NOTED OTHERWISE.

REINFORCEMENT FOR CONCRETE PADSNOT TO SCALE

CONCRETE SLAB#4 @ 24 ADHESIVE DOWELS ALLAROUND PERIMETER WITH 6" HOOK ONTOP: EMBED DOWELS 5" INTO FLOOR

ASRE

QUIR

ED

#4 @ 12 EACH WAY,CENTERED IN PAD

WHERE NO DIMENSIONS ARE GIVEN USE 6" MOREALL AROUND THAN FOOTPRINT OF EQUIPMENT

OTHE

RWIS

EUN

LESS

NOT

ED

TYPICAL EQUIPMENT/PUMP PAD

#4 @ 12

2" C

LEAR

#4 @ 12 EACH WAY (TOP LAYER)

HOUSEKEEPING PAD

APPLY BONDING AGENT

APPLY BONDING AGENT

6"

(TYP

ICAL

)

4" AIR GAP

3" PVC VENTTHROUGH ROOF

3" PVC TOSANITARYSEWER

UVT ANALYZER SCHEMATICNOT TO SCALE

1/4" FLEXIBLE TUBING

1/4" BALL VALVE

MOUNT DISPLAY5'-6" AFF

UVT ANALYZER

DRAIN

INLET

SCH 80 PVC PIPE

TRUE UNION BALL VALVE

FLEXIBLE TUBING (PROVIDE ADEQUATELENGTH TO REMOVE QUILL)

CHECK VALVE

LIMIT CHAIN

CORPORATION COCK

N.P.T. OR MUELLER PIPE THREAD

PLASTIC SOLUTION TUBE

MAIN

1/3 OF PIPE DIAMETER

NOT TO SCALE

TYPICAL CHEMICAL FEEDCONNECTION DETAIL

1" FUNNELDRAIN

0 TO 25 PSIPRESSUREGAUGE

1/4" PRESSURE REDUCINGVALVE (LOW PRESSURE)

1/4" Y-STRAINER

1/4" COPPERSAMPLE LINE

CL17

CHORINE

ANALYZER

24"

1" SCH 40 PVC (OPEN TO ATMOSPHERE)

1" X 1" PVC TEE

1" PIPE SUPORT1" SCH 40 PVC COUPLING

1" SCH 40 PVC 90° BEND

1" SCH 40 PVC(DRAIN W/ AIR GAP)

1" CLEAR SCH 40 PVC

1/2" OD X 1/2" MALE NPT TUBE FITTING

0.500 OD, 0.062 WALL, BLACK POLYETHYLENE TUBING

1/2" OD UNION ELBOW TUBE FITTING

0.500 OD, 0.062 WALL, BLACK POLYETHYLENE TUBING

PROVIDESPARE FILTER

1/2" OD UNION STRAIGHT TUBE FITTING

1/2" OD, 1/4" NPT STEM ADAPTER FITTING

Y-BODY STRAINER W/ 40-MESH SCREEN FILTER

1/2" PVC NPT BALL BALL VALVE

PVC HEX REDUCER BUSHING FITTING

MALE CONNECTOR TUBE FITTING (1/4" TUBING)

SAMPLE FEED

MALE CONNECTOR TUBEFITTING (1/2" TUBING)

0.250 OD, 0.040 WALL, BLACKPOLYETHYLENE TUBING


OPTION

PVC HEX REDUCER BUSHING FITTING

1/4" PVC NPT BALL BALL VALVE

MALE CONNECTOR TUBEFITTING (1/4" TUBING)


1/2" SCH 40PVC DRAIN

AIR GAP

FUNNEL DRAIN

1" SCH 40 PVC

CHLORINE ANALYZER DETAILNOT TO SCALE

SAMPLE FEED

UNFILTERED SAMPLE BYPASS

5'-6" AFF

1" SCH 40 PVC 90° BEND

ROUTE TO DRAINW/ AIR GAP




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(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Nicholas Hyde

Contract No.







T 1 315 679 5800 F 1 315 679 5801



NORTH BROADWAY


86-16786-G005

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M YOUNG M YOUNG

NONE

1

4" DIAMETER SCHEDULE

80 GALVANIZED PIPE.

FILL WITH CONCRETE

6"

3'-6" HEIGHT

5'-0"

PROVIDE UV RESISTANT PLASTIC SLEEVE

ROUND OFF FOOTING AT

GRADE / PAVEMENT

CONCRETE FOOTING

1'-4" DIAMETER

ROUND OFF CONCRETE

TOP AND PAINT

FINISHED PAVING

SONOTUBE FORM

TYPICAL BOLLARD DETAILNOT TO SCALE

TYPE A-1 BACKFILL(WIDTH MAY VARY)

PAVEMENTEXIST.

2" OF NYSDOT TYPE 7TOP COURSE ASPHALT

CONCRETE

6-INCHES SUBBASE NYSDOT 733-0404RUN-OF-CRUSHER BASE COURSE

PAVEMENT REPLACEMENT DETAIL - DRIVEWAYNOT TO SCALE

SAWCUT (TYP)

2" OF NYSDOT TYPE 3 BINDERCOURSE ASPHALT CONCRETE

FACE OF BUILDING ADDITION

12" MIN

APPLY TACKCOAT ON EDGE

SELF LEVELING CRACK SEALANT

SLOPE PAVEMENT AWAY FROM BUILDINGTO PROMOTE POSITIVE DRAINAGE

PIPE

COMPACTED SUBGRADE

12" MIN (TYP)

12"

6" MIN

10"

12" 12"

4000 PSI CONCRETE

CONTROLLED LOW STRENGTHMATERIAL (K-CRETE) BACKFILL ONLY

FOUNDATION MATERIAL(SEE SPECIFICATIONS)

REPLACE ASPHALT TO EDGE OFROAD OR FACE OF CURB.REFER TO SITE PLAN FOR

MINIMUM PAVEMENT LIMITS.

REPLACE 4" WHITE EDGELINE AS REQUIRED

2" MIN TOP COURSENYSDOT ITEM 403.1701 - TYPE 6F

SAWCUTPERIMETER ONLY

NOTES:

1. TEMPORARY PAVEMENT REPLACEMENT WILL BE ALLOWED ONLY WHEN ASPHALT PLANTS ARE NOTIN OPERATION OR AS DIRECTED. TEMPORARY PAVEMENT SHALL BE 4" OF BINDER COURSE NYSDOT402.256902 IN LIEU OF TOP COURSE AS SHOWN. CONTRACTOR SHALL BE RESPONSIBLE FORMAINTENANCE AND UPKEEP OF SAID PATCH UNTIL PERMANENT PATCH IS INSTALLED.

2. UPON THE AVAILABILITY OF ASPHALT, THE CONTRACTOR SHALL EXCAVATE THE "K-CRETE" BACKFILLTO THE ORDER DEPTH AND REPLACEMENT WITH 4000 PSI CONCRETE AND THE REQUIRED 2" THICKASPHALT TO THE LIMITS AND SPECIFICATIONS SHOWN.

3. STEEL PLATES OF ADEQUATE SIZE SHALL BE PLACED OVER ALL TRENCHES UNTIL THE 4000 PSICONCRETE PLUG IS DEEMED PASSABLE.

4. STEEL PLATES SHALL BE PINNED AS REQUIRED TO PREVENT MOVEMENT. DURING WINTER ALLSTEEL PLATES SHALL BE RECESSED.

5. USE THIS DETAIL FOR WORK IN COUNTY HIGHWAY 29.

PERMANENT PAVEMENT REPLACEMENT - COUNTY ROADNOT TO SCALE

DROP MANHOLE DETAILNOT TO SCALE

MECHANICAL SEAL

1/8" X 1-1/2" STAINLESS STEELSTRAPS WITH 1-3/4" STAINLESS

STEEL ANCHOR BOLTS EACH SIDESPACED 24" O.C.

2" DIA. OPENING

REMOVABLE PVC PLUG

PVC TEE PUSH ON JOINT

PVC DROP PIPE

1/2" x 2"

CHLORINE FEED SCHEMATICNOT TO SCALE

PRE- ENGINEERED PUMP PANEL

QUICK CONNECTDRAIN

6" UV TREATED WATER

RELOCATED CHEMICALCONTAINMENT SPILL PALLET

SUPPORT BACK EDGE OFPIPE ON BENCHWALL (TYP.)

MECHANICAL SEAL

TRAFFIC CONTROL DETAILNOT TO SCALE

1/2" x 2"

1/2" x 2"1/2" x 2"

1/2" x 2"

1/2" x 2"

1/2" x 2"

QUICK CONNECTFLUSHING CONNECTION

1/2" x 2"

TYPICAL WALL SLEEVE DETAILEXISTING STRUCTURE

NOT TO SCALE

EXISTING WALL THICKNESS

MECHANICAL SEAL

WALL SLEEVE

COOR

DINA

TE O

PENI

NG S

IZE

AND

OD O

F PI

PE W

ITH

MECH

ANIC

AL S

EAL M

FG

EXISTING EXTERIOR SIDE

CMU BLOCK WALL ARCHITECTURALBLOCK

EXISTING INTERIOR SIDE

MECHANICALSEAL

ANNULAR SPACE SHALL BEFILLED NON-SHRINK GROUT

NON-SAG POLYURETHANECAULK EACH SIDE OF WALL

TYPICAL PENETRATION DETAILBRICK STRUCTURE

NOT TO SCALE

MANHOLE WALL THICKNESS

MECHANICAL SEAL

CORE DRILL PENETRATION(SEE NOTE BELOW)

INTERIOR SIDE

COOR

DINA

TE O

PENI

NG S

IZE

AND

OD O

F PI

PE W

ITH

MECH

ANIC

AL S

EAL M

FG

EXTERIOR SIDE

NOTE:PENETRATION SHALL BECOORDINATED BY CONTRACTORPRIOR TO ORDERINGMECHANICAL SEAL.

BRICK MANHOLE

INSTALLED BOTH INJECTIONASSEMBLIES AT 3 O'CLOCK POSITION

FLEX TUBING (TYP)

INJECTION ASSEMBLY (TYP)

UNION (TYP)

BALL BALL (TYP)

CHECK VALVE (TYP)

CORPORATION COCK (TYP)

PROVIDE NEW BULKHEADFITTING AT TANK (TYP)

RELOCATEDDAY

TANK

RELOCATEDDAY

TANK

RELOCATED CHEMICALCONTAINMENT SPILL PALLET




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(Project Director)

Approved

Date

Job

Manager

Project

Director

Plotted by:

Nicholas Hyde

Contract No.







T 1 315 679 5800 F 1 315 679 5801



NORTH BROADWAY


86-16786-G006

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M YOUNG M YOUNG

NONE

1

FDCO

3"

4"

SCALE 1/2" = 1'-0" BUILDING ADDITION DWV PLAN

UVTANALYZERDRAIN

3"

INV 286.00

SEE SITE PLAN FOR ROUTING

FINAL GRADE 289.29

FINAL GRADE 288.90

FF 289.30BUILDING ADDITION

GENERAL NOTES:

1. COORDINATE ALL PLUMBING WORK WITH OTHER TRADES.

2. ISOLATION VALVES SHALL BE INSTALLED AT ALL BRANCH LINES, FIXTURES, AND EQUIPMENT.

3. ALL PIPING SHALL BE ADEQUATELY SUPPORTED PER SPECIFICATIONS.

4. SUPPLY ALL FITTINGS REQUIRED TO MAINTAIN SMOOTH FLOW LINES, CHANGE IN ELEVATIONS AND TO MEET ALLTRANSITIONS FOR A COMPLETE SYSTEM.

5. SEE DRAWING G002 FOR GENERAL LIST OF ADDITIONAL ABBREVIATIONS.

6. ALL PIPE, FITTINGS, VALVES AND HYDRANTS CONNECTED TO AND FORMING PART OF A POTABLE WATER SUPPLY SYSTEMSHALL BE DISINFECTED IN FULL ACCORDANCE WITH BOTH THE REQUIREMENTS OF AWWA STANDARD C651 AND THE STATEOR COUNTY DEPARTMENT OF HEALTH HAVING JURISDICTION OVER THE PROJECT.

VENT PIPING

SANITARY PIPING BELOW SLABX

DWV SYMBOLS

FLOOR DRAIN

HOSE RACK

BUILDING TRAP, VENT & CO

CLEANOUT

HOSE BIBB

PIPE DOWN

PIPE UP

VTR

SAN

NPHB

FD

COWP

CODP

CO

W

V

C

DWV ABBREVIATIONS:

COLD WATER

WASTE

CLEANOUT

VENT

FLOOR DRAIN

HOSE BIBBNON-POTABLE WATER

SANITARY

VENT THRU ROOF

CLEANOUT DECK PLATE

CLEANOUT WALL PLATE

DRAIND

DWV DRAIN/WASTE/VENT

DN DOWN

AFF ABOVE FINISHED FLOOR

GV GATE VALVE

W/ WITH

"P" TRAP

CONCRETE FLOOR SLAB

FINISHED FLOOR

40 MIL PVC 24"x24" SQUAREREQUIRED ONLY FOR DRAINS ABOVEFINISHED AREAS

FLOOR DRAIN℄

SLOPE

FLOOR DRAINNOT TO SCALE

GRADE CLEANOUT DETAILNOT TO SCALE

GRADE CLEANOUT(TYP) (SEE DETAIL)

4" FRESH AIR INLET WITH VANDAL PROOFCAP (10' HORIZONTAL FROM ENTRY DOOR)

NOTES:

1. VENT AND CLEANOUT ASSEMBLY DETAIL APPLIES TO SANITARY BUILDING DRAIN.

2. ALL PIPE AND FITTINGS FOR FRESH AIR INLET, CLEANOUT ASSEMBLY ANDSEWER SHALL BE SERVICE DUTY CAST IRON PIPE.

EXTERIOR BUILDING FACE(DEPENDANT ON LOCATION)

FRESH AIR INLET (FAI) ANDCLEANOUT (CO) ASSEMBLY DETAIL

NOT TO SCALE

24" M

IN

BRASS RAISED HEAD CO PLUG

CAST IRON CLEANOUT FRAMEAND COVER WITH RAISEDLETTERS "SANITARY"

NYSDOT SUBBASE COURSE304, TYPE 2 STONE BEDDING

4" CAST IRON CLEANOUT STACK

TAPPED BOSS

FINAL GRADE

FRESH AIR INLET(10' HORIZONTAL FROM ENTRY DOOR)

CO

CO

OFFSET LENGTH AS REQUIRED

AD001

AD001

SECTIONAD001 SCALE : NOT TO SCALE

4" SAN

2" HUBDRAIN

DRAIN ANALYZERINDIRECTLY TO

HUB DRAIN4" SAN

4" SAN

1 1/4" PVCVENT

24"

3" VTR

2" DRAINFROM SINK

CO

10' -

8"

VENT CAP

INSULATED 4"ØCOMBUSTION

AIR PIPE

4"Ø EXHAUSTAIR PIPE

MOUNTINGBRACKET

CONCENTRICADAPTER ASSEMBLY

SEPARATEDCOMBUSTION GASFIRED UNIT HEATER

SUPPORT IN ACCORDANCEWITH MANUFACTURERSRECOMMENDATIONS ANDSECTION 15140 (TYP OF 4SUPPORTS PER UNIT)

UNION

MANUAL GAS VALVE WITH1/8" GAUGE CONNECTION

3" MIN

SEDIMENT TRAP

SEPARATED COMBUSTIONGAS FIRED UNIT HEATER

NOT TO SCALE

NATURAL GAS SUPPLY

SLOPE

NOTE: SLOPE COMBUSTION AND EXHAUSTAIR PIPES TO BUILDING EXTERIOR

1/2"Ø ADHESIVE ANCHORBOLT W/FLAT WASHER ANDHEX NUT (3 REQUIRED)

1-4(TYP.)(TYP.)

2"x 2"x 1/4" (TYP.)

2"x 2"x 1/4"BACKING PLATE

(3 REQUIRED)

1/4" PLATE

2" WIDE x 1/4" THICKPLATE

(SEE NOTE 5)MOUNTING PLATE

4"x 24"x 1/4"

3/161-43/16

3/163/16

NOTES:1. ANGLES AND PLATES SHALL BE 6061-T6 ALUMINUM.

2. MILL FINISH.

3. ALL HARDWARE SHALL BE STAINLESS STEEL.

PER SPECIFICATIONS.

5. FOR COLUMN OR HANDRAIL MOUNTING, OMIT BACKING PLATES. PROVIDE MOUNTING PLATE

4. PAINT ALUMINUM IN CONTACT WITH CONCRETE

AND U-BOLTS AS SHOWN.

3/8" U-BOLT W/NUTS AND WASHERS(2 REQUIRED)(SEE NOTE 5)

6"45° (TYP.)

1"4"

12"

16 1/2"

PLAN

ELEVATION SECTION1P001 NOT TO SCALE

HOSE RACK DETAILNOT TO SCALE

1P001

4" SAN

3" VTR W/ COAF FLOOR

2" PVC DRAIN FROM SINK (ROUTEABOVE FLOOR W/ 1/4" PER FOOT SLOPE)

CONNECT TO UVTANALYZER DRAIN STACK,SEE SECT A, DWG G006

UVT ANALYZER DRAIN STACK

October 1, 2015

Adam Kaufman, Director of Planning Town of North Castle 17 Bedford Rd Armonk, NY 10504

Re: Site Plan Approval North Broadway UV Disinfection Town of North Castle, Westchester County, New York GHD Job No. 8616786.0

Dear Mr. Kaufman:

The Town of North Castle needs to make improvements to its existing North Broadway Booster Pump Station, located on North Broadway (County Rd 22) in White Plains. Attached to this letter are eight copies of the site plans for the project. The Town will provide eight signed copies of the Application for Site Development Plan Approval.

The North Broadway Booster Pump Station provides drinking water to North Castle's Water District No. 1 from Westchester County's water supply. The Westchester County water is provided from Kensico Reservoir, which is an unfiltered water supply and is part of the New York City Catskill-Delaware (NYC Cat-Del) system. Recent regulations require that all unfiltered water supplies be provided with an additional barrier of treatment to add protection against disease-causing microorganisms. In addition, the Town has entered into an Administrative Order on Consent (Consent Order) with the U.S. Environmental Protection Agency (USEPA) to meet these regulations. Under the proposed project, the Town will provide an ultraviolet light (UV) disinfection system to meet these regulations. This requires an addition onto the existing pump station to contain the UV disinfection system.

In summary, the project includes:

1. A 171 square foot addition onto the existing North Broadway Booster Pump Station. 2. Installation of a UV disinfection system and associated piping in the building addition. 3. Replacement of the existing emergency standby generator with a critically silenced, sound-attenuated

generator.

The new pump station expansion will be constructed adjacent to the south wall of the existing pump station and will be designed to match the architectural features of the existing building. The building expansion will consist of split-face concrete masonry walls, wood frame gable roof with asphalt shingles, constructed on a concrete slab-on-grade with a concrete ring wall footing. The building expansion will be constructed entirely within the existing site and within the existing fence line. A photo of the existing pump station and site is attached to this letter.

The existing emergency generator needs to be replaced with a larger generator to power the new equipment. The existing generator is located inside the pump station and is not sound-attenuated. In addition, the existing building louvers for the generator radiator and for building ventilation are not soundattenuated and automatically open when the generator is running. The new generator needs to be located outside of the pump station due to the increase in size. The new generator will be fully enclosed in a

G:\86\ 16786\WPlLellersI20151Kaufman-1 0-01-15-5ile Plan Approval.docx

GHD Consulting Services Inc. One Remington Park Drive Cazenovia NY 13035 USA T 1 315 679 5800 F 1 315679 5853 E [email protected] W www.ghd.com

sound-attenuated enclosure and will be provided with a critical-type exhaust silencer to reduce the ambient sound level below that of the existing generator. In addition, the radiator side of the enclosure will be oriented toward the east, which is away from the road and toward the wooded hillside behind the pump station.

Please note that the Town is subject to a Consent Order milestone to receive all approvals for this project by October 15, 2015. Any questions regarding this project may be addressed to Nicholas Hyde, GHD Consulting Services Inc. at (315) 679-5809.

Sincerely,

J:lHD C . • NSULrNG SERVICES INC.

. /" Hu NicH las J. Hyde, P.E. Project Manager - Water

NJH/mrv Enclosure cc: Sal Misiti, Town of North Castle (w/enc.)

Kevin Castro, P.E., GHD Consulting Services Inc. (w/enc.) Jan Salzman, P.E., GHD Consulting Services Inc. (w/enc.)

G_ \86\ 16786IWPllettersI20151Kaufman-1 0-01-15-Sile Plan Approval.docx 2

njhyde

Text Box

North Broadway Ultraviolet Disinfection

Town of North Castle

Kevin Castro, P.E., GHD Consulting Services Inc

One Remington Park Drive, Cazenovia, NY 13035

315-679-5785 315-679-5801 [email protected]

15 Bedford Road, Armonk, NY 10504

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(Across from 997) North Broadway, White Plains, NY

Clove Road100

R-2F

North Broadway (County Road 29) & NYS Route 22

122.08 1 45

N. White Plains Vahalla

njhyde

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Utility, Drinking Water Pump Station

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Deputy Commissioner for Historic PreservationRuth L. Pierpont

Sincerely,

If further correspondence is required regarding this project, please be sure to refer to the OPRHP Project Review (PR) number noted above.

Based upon this review, the New York SHPO has determined that no historic properties will be affected by this undertaking.

Thank you for requesting the comments of the State Historic Preservation Office (SHPO). We have reviewed the project in accordance with Section 106 of the National Historic Preservation Act of 1966. These comments are those of the SHPO and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that may be involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the National Environmental Policy Act and/or the State Environmental Quality Review Act (New York Environmental Conservation Law Article 8).

January 30, 2015

www.nysparks.com

518-237-8643

Peebles Island, PO Box 189, Waterford, New York 12188-0189

Division for Historic Preservation

Commissioner

Rose Harvey

GovernorAndrew M. Cuomo

Re:

Mr. Nick HydeProject EngineerGHD Consulting ServicesOne Remington Park DriveCazenovia, NY 13035

EPANorth Broadway Pump Station Addition996 North Broadway, North Castle, NY 1060315PR00297

Dear Mr. Hyde:

north broadway ultraviolet disinfection

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