CONTRACT D - Records Collections

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•:'î%.îd:^Cf'-i^;-; '>,'-:'r../?.S'-

SITE MAP 1" = 2000'

ALBANY

SCHOHARIE

GENERAL LOCATION MAP

ALTERNATE WATER SUPPLY RESPONSE ACTION PLAN FOR THE SHENANDOAH ROAD GROUNDWATER CONTAMINATION

SUPERFUND SITE

FINAL DESIGN CONTRACT D

SDMS Document

ill 117492

CONSTRUCTION OF POTABLE WATER STORAGE TANK & APPURTENANCES

SHENANDOAH ROAD AREA WATER SUPPLY PROJECT

TOWN OF EAST FISHKILL * DUTCHESS COUNTY * NEW YORK

IBM CORPORATION CORPORATE ENVIRONMENTAL AFFAIRS

SOMERS, NEW YORK JULY 2007

REVISED: JANUARY 2008 95% DESIGN REVISED: MARCH 2008 FINAL DESIGN Sheet No

INDEX OF DRAWINGS Drawing

GROUNDWATER SCIENCES, P.C. 560 ROUTE 52, SUITE 202

BEACON. NEW YORK 12508

BRINNIER & LARIOS, P.C.

PROFESSIONAL ENGINEERS & LAND SURVEYORS

67 MAIDEN LANE

KINGSTON, NEW YORK 12401

(845) 338-7622

Unauthorized al terat ion or addition to a plan b « & r i n g ft l i o e n a a d e n g i n e e r • e e e l l a a violation of aact ion 7209 aubdiviaion 8, ot tlia Naw York S t a t e Eduoa t ion Law

1 EXISTING CONDITIONS HAP 2 PRIVATE ROAD irTIUTY PIAN & PROFILE 3 WATGR CTORAGE TANK & ACCESS ROAD

GRADING Ic UTILITY PLAN 4 PROFILE - WATER STORAGE TANK ACCESS ROAD

& TANK SITE - PROFILE k SECTIONS 5 WATER TANK SITE UYOUT PUIN. WATER TANK

PIPING PUN & PROPERTY UAP e WATER STORAGE TANK - PLAN, EI£VATION.

SECTIONS Ic DETAILS 7 WATER LEVEL UONITORING UANHOLE 11

BOOSTER PUUPING STATION 6 DETAILS 9 DETAILS 10 DETAILS 11 ELECTRICAL WORK 12 EROSION & SEDIMENT CONTROL PLAN 13 EROSION & SEDIUENT CONTROL DETAILS

R2-0001569

LEGEND Koo Existing Contours

'W Existing Water Mam (Contract 'A')

® Existing Gate Valve (Contract 'A)

j i is-9 Existing Hydrant & Valve Assembly (Contract 'A')

CS •— Existing House Service & Curb Stop (Contract 'A'}

Q R-2.0 Test Bonng & Depth To Rock (NR = No Rock)

— — — S T — — — Existing Stomn Sewer (Contract'A')

[ ] Existing Catcti Basin (Contract 'A')

Rock OutcnDp

f= = = = = = = = ~ ^ = . Existing Storm Sewer and Catch Basin (Pnvate Road)

^ ^ Existing Tree

PROPOSED 151.000 GAL WATER STORAGE TANK

28'» X 33'H

LANDS OF THE TOWN OF EAST RSHKILL

1 067 ACRES

" yA -^z f/yyi-:?. , '/y-Â/fyy^ y

•y^^W.'yy/\:A^yy^.

/ ! ] ] \ ] y y 7 ?< S « ; = - H PROPOSED WATER — " - ' ^ TANK ACCESS ROAD

EXISTING CB

EXISTING C B '

- - - ^ ^

TREE LEGEND

MPL

TLP

BB -

TFPL

LOC

TUV -

CE -

TH

- MAPLE

TUUP

BIRCH

- TRIPLE

- LOCUST

TWN

CEDAR

- TREE HOCHT

> ^

y y ^

- y

NOTES I EXISTING STORM SEWER & CATCH BASINS ON PRIVATE

ROAD TO BE REMOVED AS REQUIRED

12"e WATER MAIN (INSTALLED UNDER CONT "A")

EXISTING CONDITIONS MAP CONTRACT D

UnttuUiorLced alteraUon or addition to a plan b a a r i n g a l l o e n a e d e n g i n e e r a s e a l t s a violation of vaoUon 7209 subdivision 2 of tha New York S ta t a Educa t ion Law

NOTE.

THE LOCATION OF EXISHNG UNDERGROUND LTTIUTIES ARE SHOWN IN AN APPROXIUATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VEHIFIED BY THE OWNER OR fTS REPRESENTATIVE. THE CONTRACTOR S H A a OETERUINE THE EXACT LOCATION OF ALL EXISTINC UTUTIES BEFORE COMUENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND A U DAUACES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES



TOWN OF EAST FISHKILL DUTCHESS COUNTY, NEW YORK REVISION RECORD

25 EASEMENT SHOWN

RNAL DESIGN

BRINNIER & URIOS, P.C. ENGINEERS & U N D SURVEYORS 67 MAIDEN LANE KINGSTON. NY

SCALE

1" = 40 '

JULY 2007

DWG W F P

CHK PVW

SHEET NO

1 OF 1 3

R2-0001570

^ r p l t k . ^ \ . :50II»< ' ^ y ^ > . o i ^pROP HYDRANT - y y ^ ' O t

O K ^ - k VALVE ASSEMBLY^ • " C i j ' ' /

\ i : ^ ~ _ ^ - ~ ^ ^^-PROPOSED CB#4-

— : : r — - c : z ^ — TOP 5 0 1 0 _ \ ^ ^ ,5-» . — - _ _ - r — — - I N V 497.5 — V C S S T O A ' ^ - '

SEE DETAIL "A' THIS SHEET

NOTES 1

2

EXISTING STORM SEWER 4 CATCH BASINS ON PRIVATE ROAD TO BE REMOVED AS SHOWN CONTRACTOR TO INSTAa 4"» SCH 40 PVC CONDUIT & WIRING UNDERGROUND FROU CHG&E POLE |(I64056 LOCATED AT THE NE CORNER OF EAST HOOK CROSS ROAD & PRIVATE ROAD, IN COMMON TRENCH WITH 4"» i 12"» WATER MAINS 4 18" STORM SEWER SEE DETAIL ON SHEET j/S 12" WATER MAIN TO BE INSTALLED WITH RESTRAINED JOINTS THROUGHOUT ENTIRE LENGTH OF COMMON TRENCH WITH STORM SEWER

LEGEND

PRIVATE ROAD UTILITY PLAN SCALE r = 20

TREE LEGEND Properly Line ^ _ ^ ^ ^

Cleonng o n d Grubb ing L i in i l Line ^ - ^ " ^ BR - BIRCH

Existing Woter Mo.n ^ ^ _ ^ ^ ^

• Existing Gote Volve "-oc - LOCUST

TW - TWIN

535 Exisltnq Contours CE - CEDAR

— Existing Storm Sewer TH - TREE HEIGHT

D Existing Cotch Bosm (to Remom)

i°° Existing Catch Bosm (To Be Removed)

535 Proposed Contours

-W 12 "0 Proposed 12"« Woter Mom

— \ ^ 4 "0 Proposed 4"» Pressurized Woter Mom

0 Proposed Gote Voive

J O T - ® Proposed Hydront & Vatve Assembly

E Proposed linderground Electric Conduit (4"e PVC)

ST Proposed 18"* Storm Sewer

^ y p-2 Borings w/ID ic Depth lo Rock on Feet

^ ^ 3 Existing Trees

J I ^ Proposed Trees

— — — Invisible Dog Fence Ground Wire

:/--5l PROP 4"» ELEC

CONDUIT

PROP 4"e

WATER MAIN

EP

^PROP BOLLARDS (2) & CHAIN

PROPOSED 4'e PVC CONDUIT (2" -6" COVER)(NOT SHOWN FOR CLARTIY EXCEPT WHERE CONDUIT IS INSTALLED HIGHER THAN STORM SEWER)

PROPOSED 129 LF I 18** PVC O U J 6 X

PROPOSED I TOP 461 INV 45i

PROPOSED 28 LF OF --18*> PVC « I6S3X

EX CB TOP 455 3 INV 451.8 (IN) INV 451 03 (OUT)

PROPOSED 4 ' * PVC CONDUIT ( 2 ' - 6 " COVER)(N0T SHOWN FOR CLARITY EXCEPT WHERE CONDUIT IS INSTALLED HIGHER THAN STORU SEWER)

PROPOSED C B | 3 -TOP 490 5 INV 487 D

PROPOSED 26 LF OF --18"» PVC O 5 73X

PROPOSED C B | 4 -TOP 501 0 INV 497.5

PROPOSED 95 LF OF -18 ' * PVC O 11 OSX

PROPOSED 88 LF OF -1B'« PVC e I3 67X

-PROPOSED CB f 5 TOP 502 46 INV 500 81 (IN) INV 499 0 (OUT)

-PROPOSED 12"« DIP WATER MAIN COVER)

: PROPOSED 4 '> DIP WATER MAIN (5' COVER)

NOTES 1 ALL PVC STORM SEWERS TO BE PRESSURE TESTED

TO 150 pSi TO COMPLY WITH NYS DEPARTMENT OF HEALTH REQUIREMENTS

UTILITY PROFILE SCALE NCR 1" = 20

VERT r = 4

PRIVATE ROAD UTILITY PLAN 8c UTILITY PROFILE

CONTRACT D

DETAIL "A" NOT TO SCALE

NOTE.

THE LOCATION OF EXISTING UNDERGROUND UTUMES ARE SHOWN IN AN APPROXIUATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY THE OWNER OR NS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING JTUTIES BEFORE COMMENANG WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAUACES VTHICH UTGHT BE OCCASIONED BY THE COMTRAAOR S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIUTIES

Unauthoiizsd altsrotlon or addition to a plan b e a r t n c a l loei i i iecl e n g i n e e r B a e a l la a violation of sect ion 7e00 nubdWlsion 3 of tho New York S t a t e Eduoat lon Law



TOWN OF EAST FISHKILL DUTCHESS COUNTY. NEW YORK

REVISION RECORD

Relocate Praposed Utiitiee

25 EASEMENT SHOWN BRINNIER 8c LARIOS, P.C. ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON, NY

SCALE

AS SHOWN

JULY 2007

DWG

WFP CHK

PVW

SHEET NO

2 OF 1 3

R2-0001571

\ /

GUIDE RAIL

CLEARING & GRUBBING LIMIT LINE

/ y . 2 1 SLOPED—

/

CLEARING & GRUBBING LIMIT LINE

\

GUIDE RAIL

4 5 " ^ L N D

8'H CHAIN-LINK FENCE

lo-TL?:.,-^^ —\—-3 r4 Q

\ 2.1 SLOPE

CLEARING & G R U B B I N G ^ _ LIMIT LINE

NOTES 1 ALL AREAS WITHIN CLEARING & GRUBBING LIMIT LINE

& OUTSIDE OF WATER TANK i t PAVING TO BE SEEDED TO GRASS

3 SLOPES IN FILL AREAS O 2 1 4 l j 1 TO BE PREPARED WITH 6" OF TOPSOIL, SEEDED TO GRASS jc PROTECTED WITH EROSION CONTROL BLANKET

4 SLOPES IN FILL AREAS O 1 1 TO BE PROVIDED WITH CEOTEXTILE & HEAVY RIP-RAP SEE SHEET NO 3 FOR LIMITS OF RIP-RAP

5 THE CONTRACTOR WILL PLACE NYSDOT TYPE 2 SUBBASE MATERIAL. ON UNDISTURBED EARTH OR ROCK, IN UFTS NOT EXCEEDING 12" LOOSE THICKNESS & COMPACT MATERIAL TO A MINIMUM OF 95% OF THE MAXIMUM ASTM SPECIFICATION D 1 5 5 7 - 9 1 DENSITY. MODIFIED PROCTOR

6 FOR WATER STORAGE TANK SITE LAYOUT PLAN tc PIPING PLAN, SEE SHEET NO 5

7 SOIL BORING 4 TEST PIT DATA INCLUDED O END OF SECTION 02300 IN THE SPECIFICATIONS

NOTE.

THE LOCATION OF EXIS11NC UNDERGROUND UTILITrES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR n s REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LDCATIOH o r ALL EXISRNC UTUTIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND AU, UNDERGROUND UTIUTIES

TREE LEGEND

UPL

TLP

BR -

TRPL

LOC

TW -

CC -

TH

- MAPLE

- TUUP

BIRCH

- TRIPLE

- LOCUST

TWIN

CEDAR

- TREE HEIGHT

-535-

Hx-

Property Line

Cleanng and Grubbing Limit Line

Existing Contours

Proposed Contours

Proposed Finish Grade Elevation

Prtjposed 12"0 Water Mam

Proposed 4"0 Pressunzed Water Mam

Proposed Dram Lme

Proposed Guide Rail

Proposed 3/4" House Lateral & Curb Stop

Proposed Cham-Link Fence

Proposed Gale Valve

Praposed Hydrant & Valve Assembly

Proposed Underground Telemetry Line

PnDposed Underground Electnc (4"0 PVC)

Bonngs & Depth to Rock on Feet

Hand Dug Test Pits

Existing Trees

ProDosed Trees

Invisible Dog Fence Ground Wire

Praposed Asphalt Sidewalk

WATER STORAGE TANK & ACCESS ROAD GRADING & UTILITY PLAN

CONTRACT D

Unauthorized alteration or addition to a plan b e a r i n g a l i c e n s e d e n g i n e e r B s e a l 1B a violation of seotion 7200, BubdlviBlon S of the New York S t a t e Educa t ion Law



TOWN OF EAST FISHKILL DUTCHESS COUNTY. NEW YORK

REVISION RECORD

RELOCATE WATER TANK & ACCESS ROAD ADDED UTIUTIES

BRINNIER & LARIOS, P.C. ENGINEERS & LAND SURVEYORS 6 7 MAIDEN LANE KINGSTON, N Y

JULY 2 0 0 7

DWG

WFP CHK

PVW

SHEET NO

3 OF 1 3

R2-0001572

PVl STA - 2+1221 PW ELEV - 530.51

A,0 - 15.00 K - 3.53

HCH POINT ELEV - 544 00 HIGH POINT STA - 3+04.64

Ptn STA - 2+79 64 PM ELEV - 544.00

A.0 - -ZOMt K - 2.S0

SO VC

EXISTING GRADE -

PVl STA - 0 + I G 5 6 PVl EUV > 5 0 2 i S

A.b_=. . . l i51 : - 1.29

•120 VC

WATER MAINS DIVERGE -FROM ROAD <t

FINISH GRADE-

545 r

12" COMPACTED SUBBASE TYPE 2 540

(OVER ROCK Fia)

TOPSOIL ic SEED-(SEE NOTE it2)

- ^ ^ FINISH GRADE

GUIDE RAIL

-2 1 SLOPE FOR FILL (TYP) SEE NOTE i f j

TANK FOUNDATION

EXISTING GRADE-535'

SUBBASE TYPE 2 (SEE NOTE 15)

RNISH GRADE-

2 1 SLOPE

rPROPOSED HYDRANT-& VALVE ASSEMBLY

- PROPOSED 12" t - 4 " GATE VALVES -

SECTION - STA. 3 + 5 0 SCALE HOR 1" = 20'

VERT 1" = 4'

C ACCESS ROAD SECTION - STA. 3 + 0 0

SCALE HOR 1" = 20' VERT 1" = 4'

-EXISTING GRADE

Si

•EXISTING GRADE

nNISH GRADE-

g ACCESS ROAD SECTION - STA. 2 + 5 0

SCALE HOR 1" VERT 1'

= 20' = 4'

t 505

EXISTING GRADE

EXISTING GRADE

PROFILE SCALE HOR 1" =

VERT 1"

FINISH GRADE-

40' 8 '

NOTE 1 FOR LOCATION OF PROFILE SEE SHEET NO 2 & NO

C ACCESS ROAD SECTION - STA. 2+00

SCALE HOR 1" = 20' VERT 1" = 4'

C ACCESS ROAD SECTION - STA 1+50

SCALE HOR 1" VERT 1'

= 20' = 4'

TOP 4 ' BINDER (TYP)

12' SUBBASE (TYP )

UTILITY TRENCH (12-0 Sc 4'« WATER MAINS 4 4"« CONDUIT)

4'H CHAIN-LINK FENCE

EXISTING GRADE

4"« ELECTT?ICAL CONDUIT

12"« & 4"« WATER UAINS

CLAY BARRIER

DETAIL "A NOT TO SCALE

FINISH GRADE

DITCH (TYP)


SCALE HOR 1" = 20' VERT 1" = 4'

4 H CHAIN-UNK FENCE

EXISTINC GRADE

NOTES FOR LOCATION OF SECTIONS SEE SHEET NO 2 & NO 3 FOR TYPICAL DETAIL OF WATER STORAGE TANK ACCESS ROAD SEE SHEET NO B

SLOPES IN FILL AREAS O 2 1 & i j 1 TO BE PREPARED WITH 6" OF TOPSOIL, SEEDED TO GRASS & PROTECTED WITH EROSION CONTROL BLANKET SLOPES IN FILL AREAS « 1 1 TO BE PROVIDED WITH CEOTEXTILE & HEAVY RIP-RAP SEE SHEET NO 3 FOR LIMITS OF RIP-RAP THE CONTRACTOR WILL PLACE NYSDOT TYPE 2 SUBBASE MATERIAL, ON UNDISTURBED EARTH OR ROCK, IN LIFTS NOT EXCEEDING 12" LOOSE THICKNESS & COMPACT MATERIAL TO A MINIMUM OF 9551 OF THE MAXIMUM ASTM SPECIFICATION D 1 5 5 7 - 9 1 DENSITY, MODIFIED PROCTOR

NOTE.

THE LOCATION OF EXISTING UNDERGROUND UTILITTES ARE SHOWN M AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY THE OWNER OR ITS REl'RESEMTATTVL THE CONTTWCTDR SHAU DETERMINE THE EXACT LOCATON OF A l l EXISTINC UTUTIES BEFORE COMMENCING WORK. AND AGREES TO BE FXILIY RESPONSIBLE FOR M r AND ALL DAUACES WHICH MIGHT BE OCCASIONED BY TME CONTTWCTOfi'S FAILURE TO EXACTLY LOCATE AND PRESERVE AMY AND ALL UNDERGROUND UTILITIES


SCALE HOR 1" = 20' VERT 1" = 4'


SCALE HOR 1" = 20' VERT 1" = 4'

WATER STORAGE TANK ACCESS ROAD & TANK SITE - PROFILE & SECTIONS

CONTRACT D

Unauthorized alteration or addition to a plan b e a r i n g a l l o e n a e d e n g i n e e r s s e a l le a violation of sect ion 7200 aubdiviaion 8 of the New York S t a t e Eduoat lon Law



TOWN OF EAST FISHKILL DUTCHESS COUNTY, NEW YORK

REVISION RECORD

BRINNIER & LARIOS, P.C. ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON, N Y

SCALE

AS SHOWN

JULY 2 0 0 7

DWG

WFP CHK

PVW

SHEET NO

4 OF 1 3

R2-0001573

4 " e PVC ELECTRICAL CONDUIT

RIP-RAP UNED CHANNEL

(fc Access ROAD

WATER STORAGE TANK 151 0 0 0 GAL. CAPACmr

(28 - 0 " « X 33 - 0 " H )

PITLESS PUMP STATION

6"« SCH 4 0 PVC DRAIN TO DAYLIGHT CONTRACTOR TO

INSTAa 24 MESH ALUMINUM SCREEN O END OF PIPE.

GATE VALVE

SAMPUNG STATION

TELEMETPY CABLE FROM RTU TO ANTENNA TO BE MOUNTED ON TOP OF WATER STORAGE TANK

HYDRANT& VALVE ASSEMBLY

WATER STORAGE TANK PIPING PL^N SCALE r = 10'

LEGEND WATER STORAGE TANK SITE LAYOUT PLAN

SCALE 1 10

535—

[535 5]

- - W 12"!) —

W 4"(8

A-® T

e.

Property Line

Cleanng and Grubbing Limit Line

Existing Contours

Proposed Contours

Proposed Finish Grade Elevation

Praposed 12"0 Water Mam

Proposed 4"0 Pressunzed Water Mam

Proposed Dram Line

Proposed Guide Rail

Proposed 3/4" House Lateral & Curb Stop

Proposed Chain-Link Fence

PnDposed Gate Valve

Proposed Hydrant & Valve Assembly

Proposed Underground Telemetry Line

Proposed Undergnaund Electnc (4"0 PVC)

Bonngs & Depth to Rock on Feet

Existing Trees

Praposed Trees

Invisible Dog Fence Ground Wire

Proposed Asphalt Sidewalk

NOTES \ ALL AREAS WITHIN CLEARING & GRUBBING LIMIT LINE

ic OUTSIDE OF WATER TANK ic PAVING TO BE SEEDED TO GRASS ic FILL SLOPES TO BE PROTECTED WITH EROSION CONTROL BLANKETS, EXCEPT WHERE HEAVY RIP-RAP IS CALLED FOR

NOTES 1 SURVEY BY SPECTRA ENGINEERING

ARCHITECTURE & SURVEYING PC,

WATER STORAGE TANK SITE LAYOUT PLAN, WATER STORAGE TANK PIPING PLAN <Sc

PROPERTY MAP

CONTRACT D PROPERTY MAP

SCALE 1" = 40'

NOTt.

THE LOCATKM OF EXSTINC UNDERCROUKD unUTIES ARE SHOWN m AN APPROXIUATE WAY ONLY AND HAVE NOT BEEN MDEPENOENTLY VERIRED BY THE OWNER OR ITS REPRESENTATIVC. THE CONTRACTOR 5HAL1 DETERMINE THE EXACT LOCATION OF ALL EXESTINC UTLmES BEFORE COUUENONC WORK. AND AGREES TO BE FULLY RESPONSTBLC FOR ANY AND ALL DAMAGES WHICH UIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIUTIES

Unauthorized alteration or addition to s plan b a a r t n f i a l i o e n s o d e n s l n a e r a a a a l ia a violation of sect ion '7S09 mbdWiaton Z of the New York S t a t e Educa t ion Ijaw




REVISION RECORD REVISED TANK LOCATIOM ADO PROPERTY MAP REVISE PUUP STATION

BRINNIER 8c LARIOS, P.C. ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON, N Y

SCALE

AS SHOWN

JULY 2 0 0 7

DWG

WFP CHK

PVW

SHEET NO

5 OF 1 3

R2-0001574

HMMWY PlATTDmt

27,gr • *Mt o*L / n ROOF KNUCMU

PLAN

VENT CAPACITY CHART |

VENT THROAT

OUUETER

VELOCTY FPU

EXHAUST PRESSURE

DROP

SUPPLY PRESSURE

DROP

CFU

3 14 SQUARE FEET

400

X25

.060

125B

soo

035

090

1511

600

OSO

130

1885

7W

070

lao

2200

800

030

J4D

2515

900

120

JOO

2830

1000

las

JBO

3140

REUOVE THE (4) FASTENERS, SPRINGS AND THE COVER TO OBTAIN ACCESS TO THE TANK INTDBOR.

APPROXIUATO-Y 1 / 4 ' <4 THREADS) BELOW NUT AFTER INSTALLATION DO NOT OVER TIGHTEN

JOINTS AND EOGF VWTH TANK SEALER

CONNECT TO B DIA.' OVERFLOW PIPE DRILL FLA.NGr FOR ISO* CONNECTION PIPING SCH 80 PVC

T(

INSIDE TANK WALL

TYPlCAi. TANK FLANGb GALVANIZED STEEL StRUCTURAL BOLT ASSEMBLY INCLUDING BOLT NUT 4 WASHER. BOLT HEAD ON INSIDE OF TANK.

_ HIGH WATER LCVEl

PLASTIC ENCAPSULATED BOLT ICAD

ROOF CAP

GRAVITY VENTILATOR GENERAL CONSTRUCTION

HOUSING COVER AND SUPPORT MEMBERS - ALUMINUM INSECT SCREENS - 2 3 TO 25 UESH i ) 1 3 5 " / 0 1 4 5 " DIA. POLYESTER UONinLWENT WIRE BIRD SCREEN - 0 6 3 THICK ALUMINUM - 3 X 75 EXPANDED MESH

GRAVITY VENTILATOR NOT TO SCALE

OVERFLOW ELBOW NOT TO SCALE

-EYE BOLT w r m (2) 1 / 2 " HEX NUTS

ORMC I T C L 3 0 " DOOR £30) 1 / 2 * X 2 " LONG HHCS (1) 1 / 2 " NUT AND (1) 1 / 2 " WASHER.

ELEVATION NOT TO SCALE

NOTES

GLASS COATED. BOLTED STEEL POTABLE WATER STORAGE TANK & CONCRETE

FOUNDATION AS PER SECTION 1 2 1 0 0 OF THE SPECIFICATION & TO BE

FURNISHED & INSTALLED BY TANK MFG OR HIS AUTHORIZED REPRESENTATIVE

ANTENNA BRACKET & CABLE. FROM ANTENNA TO RTU PANEL. TO BE

FURNISHED UNDER SEPERATE CONTRACT (CONTRACT 'A') & INSTALLED UNDER

THIS CONTRACT

TANK BOLTS TO BE EXTENDED WHERE APPROPRIATE TO ACCOMODATE

GROUNDING FOR LIGHTNING PROTECTION

BENTONITE ft CRAY SEAL STRIPS

FLOOR SURFACE

-DOOR PLATE

ENLARGED DETAIL

SEE ENLARGED DETAIL V

B« WERFUIW

12" GATE VALVES (2 RED)

\2 '« DIP WTLET

DAVIT WELDMENT

INNER REINFORONG PUTE CLASS-FUSED-TO-STEEL PIATE USAGE IS BASED ON PROJECT REOUIREMEKIB

ACCESS DOOR NOT TO SCALE

-RESTRAINED JOINT

^ ^ 2 ^ • DIP tNLET ft 6'< DIP DRAIN (BY C C.)

OUTLET & DRAIN PIPE DETAIL NOT TO SCALE

NOTE

I REFER TO SHEET # 1 0 FOR INLET PIPING DETAIL

& OVERFLOW PIPING i SPLASH PAD DETAIL

PIPE SLEEVE WITH WATER STOP

12"« DIP OUTLET PIPE

OUTLET PIPE DETAILS NOT TO SCALE

TANK DISINFECTION NOTES: 1 THE TANK STRUCTURE SHALL BE DISINFECTED AT THE TIME OF

HYDROSTATIC TESTING BY CHLORINATION IN ACCORDANCE WITH AWWA

STANDARD C 5 5 2 - 0 2 "DISINFECTION OF WATER STORAGE FACILITIES" AS

LIMITED BY THE TANK MANUFACTURER

2 DISINFECTION SHALL NOT TAKE PLACE UNTIL TANK SEALANT IS FULLY

CURED ( 1 0 TO 14 DAYS AT 73 DEGREES F / 5 0 % RH)

3 ACCEPTABLE FORMS OF CHLORINE FOR DISINFECTION SHALL BE

A LIQUID CHLORINE AS SPECIFIED IN AWWA C 6 5 2 - 0 2 4 2 2

B SODIUM HYPOCHLORITE AS SPECIFIED IN AWWA C 6 5 2 - 0 2 , i 2 1

C CALCIUM HYPOCHLORITE (HTH) IS NOT ACCEPTABLE

4 ACCEPTABLE METHODS OF CHLORINATION PER AWWA C652 0 2 ,

METHOD 3 ONLY

A SECTION 4 1 1 MATERIALS AND CLEANING

8 SECTION 4 1 2 MATERIALS AND CLEANING

C SECTION 4 2 1 & 4 2 2 ARE ACCEPTABLE

0 SECTION 4 2 3 IS NOT ACCEPTABLE

E SECTION 4 3 1 & 4 3 2 ARE NOT ACCEPTABLE

F SECTION 4 3 3 IS ACCEPTABLE

5 TESTING SHALL BE BY OWNER

6 BACTERIOLOGICAL TESTING SHALL BE COMPLETED IN CONFORMANCE WITH

HEALTH DEPARTMENT REOUIREMENTS

7 CHLORINE CONCENTRATION SHALL NOT EXCEED 5 0 M G / L

TANK FLOOR SURFACE

FOUNDATION ANGLE; (f)

FOOTING TIE RARS'

FOOTING CIRCUMFERENTIAL REBARS

BENTONITE & CRAY STRIPS PIPE SIEEVE W/WATER STOP

6 * t DIP DRAIN PIPE

TANK DRAIN PIPE DETAIL NOT TO SCALE

SECTION THROUGH FOOTING NOT TO SCALE

PLAN OF WATER TANK SCALE 1/4" = r - O "

Nores 1 REFER TO WATER TANK PIPING PLAN SHEET § 5 FOR

0R1EMTAT10N OF I N L a / O U T U T TANK DRAIN TANK OVERFLOW LADDER & ACCESS DCXIR

2 UNDER THE SITE WORK O WATER STORAGE TANK ITEU IN THE PROPOSAL THE CONTRACTOR W I U INSTALL 1 2 ' » DIP INLET & OUTLET PIPE & 6 ' « DIP DRAIN PIPE UNDER THE PROPOSED FOOnNC ft UP AS SHOWN ON THE DQAILS THE CONTRACTOR WILL ALSO INSTALL A CONCRETE SPLASH PAD O THE 8 " TANK OVERFLOW ft INSTALL 2 4 UESH ALUMINUM SCREEN ON THE OUTLET OF THE OVERFLOW PIPE ft THE OUTLET OF THE DRAIN PIPE. THE CONTRACTOR WILL EXCAVATE FOR FOOTINGS ft FLOOR OF THE TANK A. (NSTAU COMPACTED NYSDOT TYPE 2 SUBBASE UNDER THE FOOTING ft FLOOR SLAB AS DIRECTED BY T>Ê TANK MANUFACTURER

3 TANK AND TANK FOUNDATION TO BE DESIGNED IN ACCORDANCE WITH THE EARTHQUAKE SEISUIC DESIGN CRTTERIA S O FORTH IN AWWA STANDARD 0 1 0 3 - 9 7

4 THE TANK MANUFACTURER IS REQUIRED TO FLJRNtSH, FOR THE APPROVAL OF THE ENGINEER A COMPLETE SET OF STRUCTURAL CALCULATIONS FOR THE TANK STRUCTURE AND FOUNDATION ALL SUCH SUBMISSIONS S H A U BE STAMPED BY A REGISTERED UCENSED PROFESSIONAL ENGINEER UCENSEO IN THE STATE OF NEW YORK AS WELL AS BY A REGISTERED UCENSED PROFESSIONAL OR STRUCTURAL ENGINEER EMPLOYED ON THE TANK MANUFACTURER'S CNQNEERiNC STAFF WHERE THE TANK MANUFACTURER'S P E IS UCENSED IN NEW YORK STATE. ONLY ONE STAMP IS REQUIRED

TANK DESIGN LOADS: 1 SPECIFIC GRAVITY 1 0

2 WIND VELOCITY 100 MPH (AWWA D103 STD )

5 ALLOWABLE SOIL BEARING CAPACITY 3 , 0 0 0 PSF

4 ROOF SNOW LOAD 40 PSF

5 EARTHQUAKE SEISMIC DESIGN PER AWWA D103 . LATEST EDITION

6 AWWA D103 PSEUDO DYNAMIC. ZONE 2A Z = 0 15

7 SITE AMPLIFICATION FACTOR. SOIL PROFILE A S = 1 0

8 USE FACTOR. MULTIPLE WITH FIRE PROTECTION i = 1 25

WATER STORAGE TANK PLAN. ELEVATION. SECTIONS & DETAILS

CONTRACT D

U n a u t b o r i x A d a l L a r a t l a n o r a d d i t i o n t o a p l a n

b a a r l n s a l i c e n B a d a n s ^ n ^ s r a d e a l I s a

v i o l a t i o n of a e o L l o n 7 2 0 9 a u b d i v i a i o n 2 of t h o

N a w Y o r k S t a t e E d u o a t l o n L a w

NOTE.

THE LOCATION OF EXISTINC UNDERGROUND UTILmES ARE SHOWN IN AN API3R0XJUATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIRED BY THE OWNER OR ITS REPRESENTATIVE. TME CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISHNC UTUTIES BEFORE COUMENCING WORK AND AGREES TO BE FUUY RESPONSIBLE FOR ANY AND A U DAMAGES WHICH UICHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES

CONSTRUCTION OF POTABLE WATER STORAGE TANK

& APPURTENANCES FOR THE

SHENANDOAH ROAD AREA WATER SUPPLY PROJECT TOWN OF EAST FISHKILL DUTCHESS COUNTY, NEW YORK

REVISION RECORD

FINAL DESIGN BRINNIER 8c LARIOS, P.C. ENGINEERS & l A m SURVEYORS 67 MAIDEN LANE KINGSTON, NY

SCALE

AS SHOWN

JULY 2007

DWG

WFP

CHK

PVW

SHEET NO

6 OF 1 3

R2-0001575

COAL TAR EPOXY ON EXTERIOR

12"« OUTLET FROM TANK

-BUTYL RUBBEfi FEDERAL SPECIFICATION SS-S-00210 (GSA-FSS)

PIPE SUPPORT NOT TO SCALE

SECTION B - B

— 12" SO CONCRETE SUPPORT

^ 2 ROWS l»4 BARS O 8 "0 C DRILL & GROUT 3" INTO SLAB * GROUT

BRICK COURSE TO SUIT

r-HEAVY DUTY M H FRAME & COVER (SEE PLAN)

-F IN CR EL 544 0

8 - 0 " e FLAT TOP

1 CONCRETE TO TEST 4000 PSI O 28 DAYS IN CONFORMANCE WITH ASTM C-478 DESIGN FOR H20 LOADING

JOINT DETAIL B' DIA MANHOLE

NOT T P 50UJB

HEAVY DUTY FRAME & COVER (SEE PLAN)

5 t I 5

2-! | l4 BARS O 9Cr 0 C E W

f S BARS O 10" O C E W

AREA OF CIRCUMFERENTIAL -STEEL (SIDE WALLS) 24 SO IN PER UN FT (8 - 0 " » )

REINFORCEMENT LAYOUT FOR 8 ' - 0 " DIA. MANHOLE FLAT TOP

12"e DIP

FROM SYSTEM

2"e PVC DRAIN ORIENT TO SUIT

-BUTYL RUBBER FEDERAL SPECIFICATION SS-5 -0021O (GSA-FSS)

NOTE 1 CONCRETE TO TEST 4000 PSI O 28 DAYS IN

CONFORMANCE WITH ASTM C-478 DESIGN FOR H20 LOADING

JOINT DETAIL 5' DIA MANHOLE

WOT TO SCALE

NEEDLE VALVE

CAUBRATED PRESSURE VALVE

BLEED VALVE

SHUT-OFF VALVE

8"« DIP WATER MAIN

AREA OF CIRCUMFERENTIAL STEEL 24 SO IN LIN FT

6" SO CONC BASE

i5a03^ J{

^L INK SEAL

TZD

|»4 0 10" OCE.W

6 " COMPACTED R O B GRAVEL

AREA OF CIRCUMFERENTIAL

S f c C T I O N C —C PER LIN FT NOT TO SCALE

SECTION A-A

- f 2 BARE COPPER GROUND WIRE TO 5 / 8 " X 8' LG GROUND ROD OELECTRICAL BO

-2 -WIRE SHIELDED CABLE TO RTU

PRESSURE TRANSMITTER (MOUNT ON WALL 5 A F F )

12"e OUTLET FROM TANK

12"» INLET TO TANK

NOTES.

1 PIPING INSIDE MANHOLE TO BE FLANGED AND PIPING OUTSIDE MANHOLE TO BE MECHANICAL JOINT

2 FOR LOCATION OF WATER TANK LEVEL MONITORING MANHOLE SEE SHEET NO 5

3 PRESSURE TRANSMITTER WATER TANK RTU ANTENNA CABLE & ANTENNA BRACKET TO BE FURNISHED UNDER SEPARATE CONTRACT (CONTRACT >•) 4 TO BE INSTALLED BY CC UNDER THIS CONTRACT

12" AIR CUSHIONING SWING CHECK VALVE

CONCRETE PIPE SUPPORT

12"l» TO 4 FROM SYSTEM

COAL TAR EPOXY ON EXTERIOR

2"B PVC DRAIN TO DAYLIGHT

— 4 ' GATE VALVE WITH VALVE BOX (TYP)

4 " GATE VALVE HAND-WHEEL OPERATOR (2 REO)

M H FRAME Ic GRATE

2"(» PVC DRAIN

PLAN VIEW PITLESS BOOSTER PUMPING STATION NOT TO SCALE

STANDPIPE WATER LEVEL MONITORING MANHOLE NOT TO SCALE

NOTES 1 PIPING INSIDE MANHOLE TO BE FLANGED

AND PIPING OUTSIDE MANHOLE TO BE MECHANICAL JOINT

2 FOR LOCATION OF PITLESS BOOSTER PUMPING STATION SEE SHEET NO 5

|il4 BARS O 6 " O C E W

AREA OF CIRCUMFERENTIAL-STEEL (SIDE WALLS) 17 SO IN PER LIN FT (5 - 0 " » )

REINFORCEMENT LAYOUT FOR 5 ' - 0 " DIA. MANHOLE FLAT TOP

NOT TO SCALE

PRESSURE TRANSMITTER SCHEMATIC NOT TO SCALE

24"X24"X5" CONCRETE PAD OVER GATE VALVE (TYP)

SUBMERSIBLE PUMP GOULD 18GS10(8)

MOTOR FRANKLIN IHP, 3PH. 230V

4 GATE VALVE WITH VALVE BOX

PITLESS BOOSTER 5PS56WBWX01 25F444FS

RESERVOIR TANK

SECTION D-D NOT TO SCALE

STANDPIPE WATER LEVEL MONITORING MANHOLE. PITLESS BOOSTER PUMPING STATION & DFTAILS

CONTRACT D

Unauthorizad alLaratlon or addition to a plan b o a r l n g a l l o o n a e d a n g i n e a r a a o a t i s a violaUon of aaoUon 7209 aubdiviaion 2 of t h e New York S ta te Educa t ion Law


& APPURTENANCES FOR THE

SHENANDOAH ROAD AREA WATER SUPPLY PROJECT TOWN OF EAST FISHKILL DUTCHESS COUNTY. NEW YORK

REVISION RECORD

REVISE WATER LEVEL

MONITORING UANHOLE ADD

PITLESS BOOSTER PUMPING

R N A L DESIGN

BRINNIER 8c LARIOS, P.C. ENGINEERS & UVND SURVEYORS 67 MAIDEN LANE KINGSTON, N Y

SCALE

AS SHOWN

DEC 2007

DWG CHK

WFP PVW

SHEET NO

7 OF 1 3

R2-0001576

Undisturbed Eorth

FINISHED GRADE

• STANDARD CURB BOX W/TELESCOPINC RISER (FURNISHED t i INSTALLED BY CONTRACTOR)

NOTE SERVICE LINE NOT TO EXTEND ABOVE TOP OF WATER MAIN

5 - 0 " COVER FROM FINISHED GRADE TO TOP OF PIPE

•COMPRESSION FITTINGS

Cop Cov«i-«d With Burtop To Prevent Concrete From Bonding To Cop On Pipe

TYPE "K" COPPER SERVICE UNE NO UNIONS - ONE LENGTH OF COPPER

< ^ > ^ < • ^ ^ ' • c ; ^ ^ ^ < ^ ^ < ^ ^ < ^ x

TYPICAL SERVICE CONNECTION NOT TO SCALE

HEAVY DUTY "^CAST IRON

FRAME & CRATE

6 ' OF TOP SOIL SEED Sc MULCH

MAGNETIC WARNING TAPE

- nwsHn} GRADE

CHECK ALL BOLTS AND NUTS FOR TIGHTNESS ALL BOLTS AND NUTS SHOULD BE TIGHTENED EVENLY CARE SHOULD BE TAKEN TO AVOID OVER TIGHTENING THE BOLTS

TIGHTEN STUFHNG BOX FOLLOWER

CHECK DIRECTION OF OPENING FOR COMPLIANCE WTTW OTHER VW.VES IN SYSTEM

WRAP ALL BURIED VALVES WITH POLYETHYLENE WRAP

SEE "DETAIL OF PAVEMENT REPWCEMENT SECDON ON PRIVATE ROADS' IN UNPAVED AREAS PROVIDE IB" SOUARE CONCRETE COLLAR.

Urtdisturoed Eorth (All Thrust Blocks)

PLAN SECTION A - A

BENDS NOTE 1 ALL BEr^DS i t TEES TO BE

INSTALLHD WITH THRUST BLOCKS

THRUST BLOCK DETAILS * ^'^"f ^°DS OR -MEGA LUGS" NOT TO SCAL£

\ I I X T

- 2 " 13-

^ ^ i ^ ^ ' ^ ^ t J i ^ ' - ' i S ^ ^ - ' ^ i ' - ^ ^

12" & 1 8 ' RISERS

AS REOD

APPROVED SUITABLE

BACKFILL MATERIAL - 6 " X 6 ' W*/W* WWM

PLAN VIEW SECnOM

a

1 IT IS INTENDED THAT ALL ACCEPTABLE EXCAVATED MATERIAL WILL BE USED AS BACKFILL

TRENCHING DETAIL - OUTSIDE ROADWAYS NOT TD SCALE

CATCH BASIN DETAIL NOT TO SCALE

NOTES 1 CONCRETE 4000 PSI O 28 DAYS 2 REINFORCING AS PER ASTM A - 1 8 5 6"X6" W V W 4 WWM

^ 3 " TYPE 2 ASPHALT BASE COURSE (ITEM 4 0 3 12)

• 5 " ITEM 4 SUBBASE COURSE

(2) -2 1/2" HOSE CONNECTIONS

( l > - 4 1/2" HOSE CONNECTION-

2' CRUSIOD STONE

THRUST BLOCK-!

DETAIL OF GATE VALVE ON LINE NOr TD SCALE

PER GRADING PLAN

UGHT STONE LINED SWALE

MAGNETIC WARNING TAPE I B " BELOW FIN GR (TYP)

ASPHALTIC CONCRETE SIDEWALK PAVEMENT DETAIL

NOT TO SCALE

1 2 " NYSDOT ITEM

3 0 4 11 (COMPACTED)

5 " BINDER COURSE NYSDOT

ITEM 4 0 3 13 (COMPACTED)

l ) ^ ' TOP COURSE NYSDOT

ITEM 4 0 3 17 (COMPACTED)

SAWCUT

VALVE * HYDRANT lEE W/D> ROTATABLE MJ GLAND

ON PLAIN END BRANCH

- 4 " TOPSOIL & \SEED TO GRASS

- 6" OrP CONNECTINC PIECE WTTTT INTEGRALLY CAST MJ GLAND ON ONE END DUCTTLE IRON ROTATABLE MJ GLAND ON OTTIER END

TYPICAL HYDRANT DETAIL

NOTE. 1 HY0RANT3 TD BE "CUAROIAN 81D" BY KENNEDY VALVE, OPEN RIGHT

4" BINDER

12" SUBBASE

-SLOPE AS PER GRADING & UTILITY PLAN

-EROSION CONTROL BLANKET OR RIP RAP AS REQUIRED (SEE NOTE)

STONE F i a - "

CEOTEXTILE-

4 " 0 PVC ELECTRICAL CONDUIT

1 ITEM 4 . - " - T " ' K ^ \

1 9"

—13

12" [

- t o " —

i r "

\ 9"

PAY UMITS FOR TRENCH ROCK

1B"l> PVC STORM SEWER - TEST TO 1 5 0 PSI SUBBASE TYPE 2 OR

APPROVED EQUAL

1 2 " » DIP WATER MAIN (SEE NOTE |il2)

TRENCHING

A ' 9 DIP WATER MAIN

DETAIL - PRIVATE NOT TO SCALE

NOTE 1 IN THE VICINITY OF HYDRANTS 4 "« DIP

MAIN TO BE PROPERLY DEFLECTED DOWNWARD PRIOR TO CROSSING 6 " o DIP HYDRANT LINES TO ACHIEVE 6 " SEPARATION BETWEEN BOTTOM OF 6"«> DIP AND TOP OF 4 " * DIP 1 2 " WATER MAIN TO BE INSTALLED WITH RESTRAINED JOINTS THROUGHOUT ENTIRE LENGTH OF COMMON TRENCH WITH STORM SEWER

ROAD

APPROVED (MIN 30%

CLAY MATERIAL CLAY)

DETAILS CONTRACT D

12"« DIP WATER MAII

4 " » DIP WATER MAIN

TYPICAL DETAIL OF WATER STORAGE TANK ACCESS ROAD

NOTE 1 SLOPES IN FILL AREAS OF 2 1 A 1 ^ 1 TO BE PREPARED WITH 4 " OF TOPSOIL SEEDED TO GRASS & PROTECTED WITH EROSION CONTROL BLANKET SLOPES IN FILL AREAS OF 1 1 TO BE PREPARED WITH CEOTEXTILE 4 R IP -RAP

NOTE

T EXTEND CLAY MATERIAL FOR 6 ± LENGTH ALONG TRENCH PLACE BARRIERS AS SHOWN ON SHEET # 4 OF THE DRAWINGS ALONG TRENCH PAYMENT FOR CLAY MATERIAL SHALL BE INCLUDED IN THE UNIT PRICE FOR PIPE INSTALLATION

TYPICAL TRENCH DETAIL @ BARRIER ( 6 ' THICK)

CLAY

NOT TD SCALE NOT TO SCALE

Unauthorlied al terat ion or addltloc to B plan b e a r l n s a l l ce r iBed e n g i n e e r a a e a l Ls a violation of section 7200 aiibdlvlBLon 2 of the New York S t a t e Educa t ion LAW


& APPURTENANCES



RE\nSION RECORD

REVISED TRENCHING DETAILS BRINNIER 8c LARIOS, P.C. ENGINEERS & LAND SURVEYORS

67 MAIDEN LANE KINGSTON, NY

SCALE

AS SHOWN

JULY 2007

DWG

DB CHK

JM

SHEET NO

8 OF 13

R2-0001577

RESTRAINED JODfT LENGTH SHALL BE IN THIS DIRECTION ONLY {TYP fOR ALL REDUCERS)

SIZE OF FITTING

8" I 6" REDUCER

LENGTH OF RESTRAINED JOINT PIPING (FT)

2S

RESTRAINED JOINT LENGTHS FOR REDUCERS

RESTRAINED JOTMT LENGTH SHAU. BE W THIS DtRECTTON ONLY (TYP FDR ALL TEES)

SAMPLING STATIONS SHALL BE 5 BURY, WITH A

3 / 4 " FIP INLET AND A 3 / 4 " UNTHREADED NOZZLE

ALL STATIONS SHALL BE ENCLOSED IN A LOCKABLE

NONREMOVABLE, A L U M I N U M - C A S T HOUSING

WHEN OPENED. THE STATION SHALL REQUIRE NO KEY

FOR OPERATION AND THE WATER WILL FLOW IN

AN ALL BRASS WATERWAY

ALL WORKING PARTS WILL ALSO B E OF BRASS AND

BE REMOVABLE FROM ABOVE GROUND WITH NO DIGOING

EXTERIOR PIPING SHALL BE GALVANIZED STEEL

A COPPER VENT TUBE WILL ENABLE EACH STATION TO

BE PUMPED FREE OF STANDING WATER TO PREVENT

FREEZING AND TO MINIMIZE BACTERIA GROWTH

SAMPLING STATION SHALL BE ECLIPSE NO 8 8 SAMPLING

STATION AND BE MANUFACTURED BY KUPFERLE FOUNDRY

ST LOUIS. MO 6 3 1 0 2 OR APPROVED EQUAL

NOT TO S C A U

ALinoNUH BASE

ALUMINUM HOUSMC

GROUND UNE

RESTRAINED JOINT LENGTH SHAU BE IN THIS DIRECDON (TYP FDR A U CAPS/PLUGS)

SIZE OF FiniNG

8" « 6 " TEE

8 " > B" TEE


37

53-

WHEN THE RESTRAINED JOINT LENGTHS BETWEEN FiniNCS OVERLAP { L I & 12) RESTRAIN ALL JOINTS BETWEEN THE TWO FTTTINCS AND ADD THE ADOITtONAL LENGTH REQUIRED TO THE OUTER BRANCH (L3)

L2 + L 1 / L 2 OVERLAP

RESTRAINED JOINTS FOR TEES NOT TO SCALE

OVERLAPPING RESTRAINED JOINTS NOT TO SCALE

CAP OR PLUG -

SIZE OF FITTING

8" CAP OR PLUG


59'

VERTICAL BEND DOWN

RESTRAINED JOINT LENGTHS FOR CAP AND PLUG

RESTRAINED JOINT LENGTH SHALL BE IN BOTH DIRECTIONS (TYP FOR ALL BENDS)

NOT TO SCALE

RESTRAINED JOINT LENGTH SHALL BE IN BOTH DIRECTIONS (TYP FOR ALL BENDS)

3 / * " CORPORATXW S

SAMPLING STATION DETAIL NOT TO SCALE

^%.

SIZE OF nrriNG

8" 11.25 DEG BEND

8 " 22 5 DEC BEND

8 " 45 DEC BEND

8 " 90 DEO BEND


3'

B

12'

28

SIZE OF FITTING

8 ' 11.25 DEC BEND

8 ' 22 5 DEC BEND

8 " 45 DEC BEND


6

12'

25

EVERCREIN TREX

RESTRAINED JOINT LENGTHS FOR HORIZONTAL AND VERTICAL UP BENDS

RESTRAINED JOINT LENGTHS FOR VERTICAL DOWN BENDS

NOT TO SCALE

NOT TO SCALE

CROUMOUtC TO eC SAliC AS NURSCRr

REMOVE a m j p r w u TOP OF B A U

PCRFORATtD POLYETK FUI

DACxnu WITH TOPSOn. AHD PEAT klOSS 3:1 RATO Bt VOLUME M 9" LAVOS. WATER UCM LAYER UUTL SETTl£D

SEPARATION OF WATER MAINS AND SEWERS

PARALLEL INSTALLATION

Water mams shall be loid at least 10 f«et honzontol ly f r o m any exist ing or proposed sewer The d is tance stioll be measured edge to edge In cases where tt is no t proct ico l to momtam o 10 foot seporatton the reviewing author i ty moy oliow dev io t io r on o c a s e - b y - c o s e bosis if suppor ted by data f rom the design cnamccr Such deviat ion may ollow instol lot ion of the woter m o m closer to o sewer provided that the water m o m is laid m a separate t rench or on on und is turbed earth shelf locoted on one side of the sewer ot sucf> an elevotion thot the b o t t o m of the woter mom is ot least I B inches obove the top of the sewer

Water m o m s crossing sewers snoU be lOKl to provide o mrntmum vert ical d is tance of 18 inches between the outside of the water m o m ond the outs ide of the sewer This shot] t>e the cose where the water mom is either obove or t>elow the sewer At cross ings one full length of water p<pe shall t>c locoted so t>olh jomts will t>e as fo r f r o m the sewer os possible Speciol s t ructura l support (or the woter ond sewer pipes moy be required

The reviewing ou thonty must spccificoHy opprove any vononce f r o m the requi rements of the above referred sect ions when it is impossib le to ob iom the specif ied d is tonce seporot ion

RESTRAINED JOINT LENGTHS

WATER MAIN CENTERED OVER

SEWER

S* sou. WOUND

NOTE ALL RESTRAINED JOINT LENGTHS BASED ON "TYPE 5 " LAYING CONDITION A "SAND SALT" BACKFILL SOIL TYPE, 4 5 ' DEPTH OF COVER. A DESIGN PRESSURE OF 150 PSI, AND A 1 5 SAFETY FACTOR REFERENCE DUCTILE IRON RESEARCH ASSOCIATION - THRUST RESTRAINT COMPUTER PROGRAM

PROPOSED STORM SEWER TEST TD 150 PSI

EVERGREEN TREE

VERTICAL SEPARATION BALL OUMETER

NOTE 1 WHEN STORU SEWER AND WATERMAIN

SEPARATION IS LESS THAN 10 HORIZONTALLY AND 18" VERTICALLY 12" WATER MAIN TO BE INSTALLED WITH RESTRAINED JOINTS THROUGHOUT ENTIRE LENGTH OF COMMON TRENCH WITH STORM SEWER HORIZONTAL SEPARATION

PROPOSED STORM SEWER TEST TO 150 psi

TREE PLANTING DETAIL NOT TO SCALE

WATER/STORM SEWER SEPARATION DETAILS

; ^ _ ^

UECHANICAL JOINT RESTRAINT 'CRIPPER' CLAND

(THROUGHOUT ALL JOINTS)

r

PROPOSED WATER UAIN

•NOTE. 1 THRUST BLOCKS SHALL BE

N S T A L L E D AT ALL BENDS

INSPECTION AND TESTING

Upon complet ion of the instal lat ion ond backf i l l ing port ions of the water m o m the pipe shal l be inspected by the mctnods subsequently described This mspoct ion ond test ing shall t>e undortoken os the work progresses The Engineer sholl bo not i f ied m odvonee o l such inspect ion and test ing ond the Controc lor shall provide al l facilit ies matenols equipment ond labor required for such testing Such inspect ion ond testmg sholl be prerequisi te for acceptance of all work

VISUAL INSPECTION

An inspection of the in lenor of the pipe shall be made while it is suspended over the t rench Before lowering it sholl be inspected for defects ond rung with o light hammer lo detect c racks Any foreign matenal found m the interior of the pipe any dirt debns or other ob jects shall t>c removed by the Controctor

PRESSURE TESTING

prepared by the

The dis infect ion and bacter iological analysis of the water moms shall be done m occordonce with Amer ican Water Associotion Stondords C651 - 9 2 ond shall be opproved by the Dutchess County Deportment of Heolth

DETAILS CONTRACT D

VERTICAL DISPLACEMENT AT STORM SEWER NOT TO SCALE

Unauthorized slleraLlon or addition to a plan b e a r i n g a. l i c e n s e d e r m l n e a r a s e a l Is a violation af aection 7208 subdlvlaion Z of the New York S t a t e Educa t ion Law



T O W N O F EAST F I S H K I L L D U T C H E S S C O U N T Y , NEW Y O R K

REVISION RECCno

ADD 1REE DETAIL BRINNIER 8c LARIOS, P.C. ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON. N Y

SCALE

AS SHOWN

JULY 2007

DWG

WFP

CHK

PVW

S H E E T N O

9 OF 1 3

R2-0001578

3 STRANDS OF DOUBLE 12)5 GAUGE TWISTED STEEL WIRES W/14 GAUGE

-POINT STEEL BARBS SPACED 5"0 C

FENCE TYPE GALALVANIZED FABRIC 4 GAUGE 9 MESH 2" WIDE LINE POSTS 2'OD, 2 28 LBS/LF END POSTS 2)5"OD J 12 LBS/LF TOP RAIL l5i"0D 1 B4 LBS/LF TENSION WIRE 7 GAUGE

NOTE 1 POSTS IN ROCK. WHERE SUBSTANTIAL

ROCK IS ENCOUNTERED A HOLE ONE (1 ) INCH LARGER IN DIAMETER THAN THE POST 4 OF TWELVE (12) INCHES MINIMUM DEPTH FOR LINE POSTS & EIGHTEEN (18) INCHES MINIMUM DEPTH FOR ALL OTHER POSTS SHALL BE MADE AFTER INSERTING THE POSTS THE HOLES SHALL BE BACKFILLED WITH CAST-IN-PLACE CONCRETE AS PER SECTION 02S21 "CHAIN LINK FENCES 4 GATES"

• 12" FLANGED END VARIABLE ORinCE INLET NOZZLE (DUCKBIU ELASTOMERIC CHECK VALVE) (BY G C )

HIGH CHAIN LINK FENCE DETAIL NOT TO SCALE

NOTE 1 INSTALL 18" WIDE MOWING STRIP

UNDER 8 HIGH FENCING CONSISTING OF 15 MIL PVC STRIP 4 4 " OF J2 STONE (8 ' H FENCE ONLY)

8' HIGH CHAIN LINK FENCE & GATE DETAIL NOT TO SCALE

FENCE TYPE CALALVANIZEO FABRIC 8 GAUGE 9 MESH 2" WIDE GATE POSTS 4"0D 6 56L8S/LF TOP RAIL 2"0D 2 28 LBS/LF BOnOM RAIL. 2"0D 2 28 LBS/LF UPRIGHT RAIL 2'OD 2 28 LBS/LF CROSS BRACE RAIL 2"0D 2 28 LBS/LE

2"l l DIP INLET (BY G C )

INLET PIPE DETAIL NOT TO SCALE

NOTE

1 REFER TO SHEET ( 6 FOR LOCATION OF INLET PIPE

8"l> SCH 80 PVC OVERFLOW PIPE (BY TANK MFG )

%' SPLICE PLATE 27"> 5-T i t . ' 2 PEI SPUCE

S - y , ' e BOLTS 2 LG ASTU A325

24 MESH ALUMINUM SCREEN BETWEEN PLAGES

5'-3"

END COVER PLATE WELD IN PLACE

FINISHED GRADE

) S " K 8 " X 2 4 " S T E E L

PLATE (TYP)

. 6" COMPACTED CRUSHED STONE

OVERFLOW PIPING & SPLASH PAD DETAIL NOT TO SCALE

NOTE SEE N Y S D O T STANDARD SHEET M6D6-3 BOX BEAM GUIDE RAIL FOR ADDITIONAL DETAILS AND DIMENSIONS

BOX BEAM GUIDE RAIL DETAILS NOT TO SCALE

LOCATION NOTPS.

1 RUSTIC BOX BEAM GUIDERAIL TO BE INSTALLED AS PER N Y S D O T STANDARD SPECinCAHONS

STANDARD CAP TACK WELD IN PLACE

S S EYE BOLT WASHER 4 NUT

CHAIN

6 - 0 " LENGTH 5" ID IRON PIPE W/ CONCRETE RLL WIRE BRUSH CLEAN AND PAINT w / RUST INHIBITOR PRIMER AND TOP COAT

12"e X 3 - 6 " CONCRETE FOOTING

TYPICAL BOLURD NOT TO SCALE

DETAILS CONTRACT D

NOTE 1 REFER TO SHEET 6 FOR LOCATION OF OVERFLOW

PIPE 4 SPLASH PAD NOTE

THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENMN1LY VERlRED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTTMCTOR SHAU. OETERUINE THE EXACT UlCATION Of AU. EXISTINC UTUTTES BEHIRE COUUENONC WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR AMY AND AU. DAUACES WHICH UICHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTIUTIES

UnauUionxsd altaraUon or oddlLion lo a plan b o a r i n e a l i o e n a a d e n ^ i n a e r a a a a l la a violation of aact ion 7200 aubdlvlalon Z of tha Naw York S t a t e Elducatlon Law

CONSTRUCTION OF POTABLE WATER STORAGE TANK & APPURTENANCES FOR THE

SHENANDOAH ROAD AREA WATER SUPPLY PROJECT TOWN OF EAST FISHKILL DUTCHESS COUNTY. NEW YORK

11/07

REVISION RECORD

MOVE ELECTRICAL DISTRIBUTION LAYOUT & ROOF STTÛCIURE TD NEW 91 #11 ADO INLET PIPING DETAIL k BOX BEAU CUDERAIL DETAIL

FINAL DESIGN

BRINNIER 8c LARIOS. P.C. ENGINEERS & LAND SURVEYORS 6 7 MAIDEN LANE KINGSTON, N Y

SCALE

AS SHOWN

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Unaulhorlted al terat ion or addition to a plan b e a r i n g a l l c e n a e d e n s l n e e r s s e a l Is a violaUon ot secUon 7209 subdtTislon 2 of the New York S t a t e E d u c a t i o n Law




REVISION RECORD

NEW DRAWING BRINNIER & LARIOS, P.C. ENGINEERS & L^ND SURVEYORS 67 MAIDEN LANE KINGSTON, N Y

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R2-0001580

I FOR ALL CONSTRUCTION A C T l V m E S SUBJECT T O T H I S GENERAL PERMIT (GP-»2-01)

A- PROJECT BACKCHOtlNl)

THIS PROJECT tNVOLVl-S THE CON'STRUCnON OF A 151 000 GALLON POTABLE WATER STORAGE TANK. ACCESS KOAD ic THE INSTALLATION OF WATER MAIN & APPURTENANCES FOR THE SHENANDOAH ROAD WATER DISTRICT THE PROJECT NAME IS -CONTR.\CT D"

B. SITF. SOILS

THE PRINCIPAL SOILS IN THF: ARHA ARF: ST0CKHR!I>GF. UDOKTHENTS C.ALWAY AND KNICKERBOCKER GILWELLY SILT LOAMS nil-SE SOILS ARE GENERALLY DESCRIBED AS WELL DRAINED WITH S\L\LL AREAS OF E.tPOSbn UtDROCK.

C CONSTmiCnON SEOUErJCE

1 INST.ALL SILT FENCE. STRAW BALE DIKES AND OTHER EROSION CONTROL FFj\nJRES AROUND PERIMETER OF AREAS TO BE t)lSli:Rl»EI> AS SHOWN ON THEPL.'i.NS

2 INSTAU THE STABILIZED CONSTRUCTION LNTRANCEfS) (SEE ntTMLl

3 CLEAR ROUTE OF W. TTR MAIN ACCESS ROADS AND ANY HAUL ROADS WLTIUN THE LIMITS INDICATE)

A INSTALL ACCESS ROAD. DRAINAGE FF.ATURirS WATERMAIN AND APPUK1 BNANCES, AND SITE IMPROVEMENTS

; MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES 6 FINISH GiL-VDE COMPLETED AREAS TX) BLtND UISTURHEP

GROUND INTO SUHROUNPING SURFACFiS SCULTURE AND STABILIZE PERMANENT EROSION CONTROL FEATURES

7 REMOVE SILT FENCE, STRAW BALE DIKF.S. STABILIZED CONSTRUCTION ENTRANCES AND OIlfER rEMK)RARY EROSION CONTROL FE.\TURES WHEN PERMANENT VEGUTATlVi; COW.R HAS ESTABLISHED

R CONSISTENT W m i NEW YORK GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL THERE SHAI.:. NOT BE MORE THAN FIVE (5\ ACRES OF DISTURBED SOIL AT ANY ONE. TIME WIl HOLH" PRIOR WRITTEN APPROVAL FROM THE NEW YOlO; STATE DEPARTMENT o r ENVIRONMENTAL CONSERVATION

D POLLimON PREXT.NTION MEASURES

I THE CONTRACTOR SHALL PROVIDE DUST CONTROL, AS REQUIRED ON A HEGVJLAR BASIS TO ELIMINATE Tl IE MIGRATION OF AlRHORNE SOIL PARTICLES DUST CONTROL IS TO BE ACHIEVED BV SPRINKUNG WITH WATER

; THE CON niACTOR SHALL PROVIDE I-FTTER CONTROL WITH THE USE Ot COVEHHD PL'MPSTERS. WASTE RECEPTACLES AND THE REGUL\R CLEAN UP OF WASTE I'APER. CONTAINT-RS. PACKAGING AND SIMILAR TRASH GENRRATED BY THE WORK AND WORKERS

E. CONSIKUCTION WASTE .MATKKIAl-S

1 NO M.ATER1ALS ARE TO BE STORED AT THE SITE EXCEPT THOSE BROUGHT IN 1"0R CONSTRUCTION OF THE WATER SUPPLY SYSVhM

2 Dl-BRIS AND TRASH FROM CONSTRUCTION ACTlVlPi' SHALL BE COLLECTED B^ THE CONTRACTOR ON A DAILY BASIS THIS WASTE MATERIAL IS TO HE. SORTED IN COVERED CONTAINERS AND ULTIMAFELV REMOVED FROM THE SITE AND DISPOSED OF AT AN .APPROVED DISPOSAL SITE. NO ONSITE BURL\L OI' TRASH ISPERMrm-D

F STRUCTURAL AND VF.GETATIVF MK.ASIIRES FOR SOIL STABM LIZA HON. RUNOFK COM RL AND SEOIMKVI CON-lROl.

1 TEMPORARY .MEASURES a. INSTALL STABILIZED CONSTRUCTION ENTR.ANCES b INSTALL SILT FENCE ?R10R TO A>iY EXCAVATION WORK. c CONSTRUCT TEMPORARY DIVERSION SWALES AT ANY

POINT WHERE SURF ACE W ATF.R CAN RE DIRECTED AWAY FROM DISTURBED AREAS

2 PEMANV. fTMFJ .SUR^S a. SEED AND MULCH ALL DISTIJIUJED AREAS WHICH IL\ VE

SOIL CO^TR AS A PERMANENT COVER.

C EROSION AM) SEDIMENT CONTROLS

1 SEE STABILIZED ROCK CONSIRUCTION ENTRANCE DETAIL 2 SEE SB. r FENCE DETAIL 3 USE CONSTRUCTION SUMP DEWATERING PITS AS NECESSARY

WHERE WATER COLLECTS PUMP WATER FROM THE STANDPIPE TO A STABILIZED .\RiL\ SEDIMENT BASIN OR SEDIMENT TR.'\P

H TEMPORARY FRACITCES THAT WILL BE CONVERTED TO PERMANENT CONTROL MEASURES

1 NONE

I IMFLEMENTATION SCHFnUI.F. KQR STACKING TEMPORARY ERO.S10N AM) SEDIMENT Ct>NTROL PRACTICES

1 SILV VENCE SHALL BE INSIALLED PRIOR VO ANY SVl E DISTURBANCE

2 INSTALL STA\«L1ZED CONSTRUCTION ENTRANCE PRIOR TO HEAV>' TRUCK TRAFFIC EN1FJIING OR LEA\TNG THE SITE

3 PERFORNt OUST CONTROL DURING DRV WEATHER AS NEEDED OR DJRECl ED

J EROSION AM) SEp.lMENT CONTROL MAINTENANCE SCHrnt'l.F.

I SEE F.ROSION AND SEDIMENTATION MAINTENANCE SCHEDULE TABLE

K RECEIVINC WATER

I THE WORK AREA DRAINS TO SEVERAL UN-NAMF,D SWALES WHICH ULTIMA I ELY DRAIN TO THE FISHKILL CREEK

L SWPPP IMPLEMENTATION RI-SPONSIBILIIV

1 THE PRIME CONTRACTOR IS RESPONSIBLE FOR THE OVERALL IMPLEMENTATION OF THE SWPPP

M FLOW CONTROL PRACmCF^S

1 THE CONTRACTOR SHALL INSTALL AND \LMNTAIN TEMPORARY SWAl-ti; TO DIVERT RUNOFF FROM UNDISTURBED AREAS AWAY FROM THI-: WORK ARIiAS

2 EXISTING STREAMS SHALL BE PROTECTED AND NOT DISTURBED TO THE EXTENT POSSIBLE

N STORMWA1 ER RUNOFF CHARACI ERISTICS

1 STORMWAIER RUNOFF IN THE Wt)RK AREA IS GENERALLY IN SHEET FLOW FORM

2 SURFACE RUNOFF CROSSES THE WATER MAIN ROUTE IN SEVERAL UN-NAMED SWALES TllIiSE WATER COURSES ARE NOT 10 RE ALTERED

NUI lUHK ALIKKKIJ

11 W A T E R o u A L i n ' AND WATER 0UANnT\' CONTRO I S

A. POyi-CONSTRIICriON STORMWATER CONTROLS

I THE WORK ARE.« WILL BE RETURNED TO THEIR ORIGIN.AL CONDITION THEREFORE NO WATFJt QUALin'OR OUANTITV' CONTROLS ARE REQUIRED

n. HRAINAOE REPORT

I NOT APPLlCAHLt

C MAINTENANCE SCHEnt'Ll!: FOR PO.ST^L'ON.STRUCTTQN STORMWATER CONTROL PRACTICES

1 NOT APPLICABLE

D SITF. ASSTXSMENT AND INSPECTIONS

W ™ E OPERATOR SHALL HAVE A QUALIFIED PROFESSIONAL CONDUCT AN ASSESSMENT OF THE SFTE PRIOR TO THE COMMENCl-MENT OF COSSTRUCTION AND CERTIFY IN AN INSPECTION REPORT THAT THE APPROPRIATE EROSION AND SEDIMENT CONTROLS DESCRIBED IN THE SWPPP OF THIS PERMIT HAVE BEEN ADEQUATELY INSTALLED OR IMPLEMENTED TO ENSURE OVERALL PREPAREDNESS OF THE SI IE FOR THE COMMENCEMENT OF CONSTRUCTION FOLLOWING THE COMMENCEMENT OF CONSTRUCTION' SITE INSPECTIONS SHALL BE CONDUCIED BV THE QUAUFIED PROFESSIONAL AT LEAST EVERY 7 CALI:N1)AH DAYS AND WITHIN 24 HOURS OF TH1-: END OF A STOR-M EVENT OF 0 5 INCHES OR GREAl £R. DURING EACH INSPECTION THE QUALIFU'D PROFESSIONAL SHALL RECORD THE FOLLOWING INFORMATION

a> ON A SITE MAP INDICATE THF. EX1EMT OF ALL DlSTLTUiFJD SITE AREAS AND DRAINAGE PATHWAYS AND INDICATE SITE ARIAS THAT ARE FJCPECTED TO UNDERGO INITIAL DISTURHANCE OR SIGNIFICANT SITE WORK WITHIN THE NEXT 14-DAV PERIOD

bl INDICAH- ON A SITE MAP ALL AREAS OF THE SITTi THAT HAVE UNDERGONE TEMPORARY OR PERMANENT STABILIZATION.

cl INDICATE ALL DISTURBED SITE .\RE.AS THAT ILAVE NOT UNDERGONE ACTIVE SITE WORK DURING THE PREVIOUS l4-nAYPE!U<>D

dl INSPECl ALL SEDIMENT CONTROL PRACTICES AND RECORD THE -APPROXIMATE DEGREE OF SEDIMENT ACCU.MULATIQN AS A PERCENTAGE OF THE SEDIMENT STORAGE VOLUME (FOR EXAMPI.[_ 10 PERCENT 20PERCENT SOPERCENT),

c) INSPECT AU. i:ROSlON AND SEDIMENT CONTROL PR,ACT1CES AND RECORD ALL MAINTENANCE REQUIREMENTS SUCH AS VERIFYING THE INTEGRITY OF BARRIER OR DIVERSION SYSTEMS iEARTHEN BERMS OR SILV FENClNO AND CQVrAINMhN T SYSTEMS (SFJilMENT BASINS -AND SEDIMEN1 TR.\PS>

IDENTIFY ANY EVlUFJvCE OF RILL OR GULLY EROSION OCCURRING ON SLOPF-S ANT) ANT IXiSS OF STABILIZING VEGETATION OR SEEDING/MULCHING

DCKX'MENT A S \ EXCFiJSIVE DEPOSITION OF SEDIMENT OR PONDING WATER ALONG HARRIER OR DIVERSION SYSTE.MS

RECORD THE DEPTH OF SEDIMENT WITHIN CONT.AINMENT STRUCTURES. AN ' EROSION NEAR OLTLET AND OVERI-LOW STRUCTURES AND VERIFY THE ABILITY OF ROCK. FILTERS AROUND PERI-ORATED RISER PIPl-S TO PASS WAIT.R.

n ALL DEFICIENCIES IlLAI ARE lUENIlFlED WU H 1 HE IMPLEMENTATION OF THE SWPPP

2) THE OPERATOR S1LU.L MAINTAIN A RECORD OF ALL INSPECTION REPORTS IN A SITE LOG BOOK. THE SITTI lX<\ BOOK SHALL BE MAINTAINED ON SITE AND BE MADE AVAILABLE TO THE PERMnriNO AUTHORITY UPON REQUEST PRIOR TO THE COMMENCEMENT OF THE CONSTRUCTION . THE OPERATOR SliALLCERTlFY IN THE SITE LC>G BOOK IHAV THE SWPPP, PREP.ARED IN ACCORDANCE WITH THIS PERMIT MEETS ALL FEDERAL STATE AND LOCAL EROSR)N AMD SEDIMENT CONTROL RliOUIREMKNT-S T HF. OPERATOR SHALL POST AT THE SITE. IN A PUBUCT.Y-ACCtSSmLE LOCATION A SUMMARY OP THE SITE INSPECTION ACTIVITIES ON A MONTHLY BASIS

31 PRIOR TO FILING OF THE NOTICTi Or TERMINATION (NOT) OR THE END OF PERMIT TERM THE OPERATOR SHALL HAVE THE OUAUHED PROFESSIONAL PERFORM A FINAL SHT- INSPECTION THE OUALIFIED PROFESSIONAL SI lALL CERTIFY Tl LAT THE SI I t HAS UNDERGONT; nNAL STABILIZATION USING EITHER VEGE i ATIVE OR STRUCTURAL STABILIZATION METHODS AND THAI ALL TT^MPORARY EROSION AND SEDIMENT CONTROLS (SUCH AS SILT FENCING! NOT NEEDED FOR LONG-TERM EROSION CONTROL liAVE BEEN REMOVED

4>THUOPERATOR SHALLCERTIF\- TIL\T THE RFXJUIREMENTSOF THIS PERMIT HAVE BEEN SATISFIED WITHIN 48 HOURS OF ACTUALLY MEETING SUCH REQUIREMENTS

E STABILI/ATION

THE OPERATOR SILALL IM HATE STAB1LIZ.A1T0N MEASURES AS SOON AS PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR PERMANENTI.V CEASED BUT IN NO CASE MORE THAN 1A DAYS AFTER THE CONSTRUCITON ACTIVITY' IN TTIA F l*ORTT0N OF THE SITE HAS TEMPORARILY OR PERN\ANENTLY CEASEIl THIS REQUIREMENT DOF^ NOT APPLY IN THE FOLIX>WING INSTANCES

11 WHERE THE INITIATION OF STABILIZATION MEASURES BY THE I4TH DAY AFTER CONSTRUCTION ACTIVITY TEMPORARILY OR PERMANENTLY CEASED IS PRECLUDED BY SNOW COVER OR FROZEN GROUND CONDITIONS STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE

21 WHERE. CONSTRUCT ION ACTlVTrV ON A PORTION OF THE SITE IS TEMPORARILY CE,\SED AND EARTH DISTURBING ACTIVITIES WILL BE RESUMED WITHIN TWENT^'-0NE<211 DAYS TEMPORARY STABILIZATION MEASURES NEED NOT BE INITIATED ON THAT PORTION OF THE SITE

STORMWATER POLLUTION PREVENTION PLAN (SWPPP)

III STANDARD PERMIT CONDITIONS (DEPARTMENT NYSDEn' OF ENVIRONMENTAL CONSERVATION)

A. DUTY TO COMPLY

THE OPERATOR NRJST COMPLY WTH1 ALL CONPITTONS OF THIS PERMIT AM-CONTRACTORS AND SUBCONTRACTORS ASSOCIATED WITH THE PROJECT' MUST COMPLY WITH THE TERMS OF THE SWTPP ANY PERMIT NON-COMPLIANCE CONSTFTUTES A VIOLATION OF THE CLEAN WATER ACT (CWAl AND THE ECl, AND IS GROUNDS OH AN ENFORCEMENT ACTION AGAINST EITHER THE OPERATOR OR THE CONTRACTOR/SlffiCONTRACTOR PERMFT REVOCATION OR MODIFICATION OR DENIAL QF A PERMIT RENEWAL APPLICATION UPON A FINDING OF Slf^NIFlCANT NON-COMPLIANCE WITH THIS PERMIT OR THE APPLICABLE SWPPP THE DEPARTMENT M.AY ORDER AN IMMEDIATE ST OP TO ALL CONSTRUCTION ACTTVnV AT 11 (I- SITE UKFIL THE NON-COMPLLANCE IS REMEDIED THE STOP WORK ORDER SHALL BE IN WRTITNG SHAU, DESCRIBE THE NON- COMPLIANCE W DETAIL, AND SHALL BE SENT TO THE OPERATOR OR THE OPERATOR'S ON-SITE REPRESE>nAnvt.

U CONSTRUCTION OF THE EXPIRED GENERAL PERMIT

THIS PERMIT EXPIRFJ FI\T (51 YEARS AFTER ISSUANCE ON JANUARVSJ 2008 [[OWEVER. COVERAGE MAY BE OBTAINED UNDER THE EXPIRED GENERAL PERMIT WHICH WILL CONTINUE IN FORCE AND EFFECT UNTIL A NEW GENERAL PERMIT IS ISSUED AFTER ISSUANCF. OF A NEW GENERAL PERMIT THOSE W ITH COVERAGE UNDER GP-02-01 WILL HAVE SIX (61 MONTHS FROM TTIE EFFECTIVE DATE OF THE NEW GENERAL PERMIT TO COMPLrTF. THEIR PROJECT OR OBTAIN COVERAGE UNDER THE NEW PERMIT UNLESS OTHERWISE NOITFIED HY THE DEPARTMENT IN WRITING OPERATORS SI-EKlNG AUlTRtRlZATlON UNDER A NEW GENERAL PERMIT MUST SUBMn A NEW NOl (NOTICE OF INTENT! IN ACCORDANCE WITH THE TERMS OF SUCH NEW GENERAL PERMTT

c PENALTIT:S FOR VIOLATIONS ot PERMIT CONDITIONS

THERE ARE SUBSTANTIAL CRIMINAL. OVIL AND ADMINISTRATIVE PENALTIES A S S O Q A T E D WTTH VIOLATING THE PROVISKINS O? THIS PERMTT FINES OF LT> TO S2S 000 PER DAY FOR EACH VIOLATION AND IMPRISONMENT FOR UP TO FIFTEEN {I Si YEARS MAY BE ASSESSED DEPENDING UPON THE NATURE AND DEGRI'E OF THE OFFENSE THE SWI'Pl' AND INSPECTION REPORTS REQUIRED BY TIUS GENOLAL PERMIT ARE PUBLIC DOCUMENTS THAT THE OPERATOR MUST MAKE AVAILABLE FOR INSPECTTON REVIEW AND COPYING BY ANY PERSON WITHIN FIVE (5j BUSINESS DAYS OF THE OPERATOR RECEIVING A WRITTEN REQUEST BY ANY SUCH PERSON TO RHViilW THE SWPPP ANT)/OR THE INSPECTTON REPORTS COPYING Or D(X-TjMENTS W'R.L RE DONI-: AT THE REQUESTER'S EXPENSE

D NEED TO HALT OR REDUCE ACTIVE'

IT SHALL NOT BE A DEFENSE FOR A PERMI ITEE IN AN ENFORCEMENT ACTION THAT IT WOULD HAVE BEEN NECESSARY T f) HALT OR REDUCE THE CONSTRUCTION ACTIVITY IN ORDER TO MAINTAIN COMPLIANCE WITH THE CONDITIONS OF TKIS PERMIT

E. DUTY TO METIGATE

THE PliKMlTTEE AND ITS CONTRACTORS AND SUBCONTRACTORS SHALL TAKF. ALL REASONABLE STEPS TO MINIMIZE OR PREVENT AN>' DISCi LARGE IN VIOLATION OF THIS PERMIT WIUCH HAS A REASONABLE LIKELIHOOD OF ADVERSELY AFFECTING HUMAN HEALTH OR THE ENVIRONMENT

F DUTY 10 PROVIDE INFORMAT ION

THE PERMITTEE SHALL FURNISH ANY INFORMATION REQUESTED BV ANY AGF NCY WTTH REGULATORY OR REVIEW AUTHORITY-OVER THIS PROJECT FOR THE PURPOSE OF DETERMINING COMPLIANCE WITH THIS PERMFrOR COMPLLANCE WITH ANY OTHER REGULATORY REQUIREMENTS PLACED ON THE PROJECT IN CONJUNCTION WITH THIS PERMIT FAILURE TO PROVIDE REQUESTED INFORMATION SHALL BE A VIOLATION OF THIS PERMIT SUCH REGULATING AGENCIES INCLUDE BUT ARE NOT' LIMTTT^ TO THE DEPARTMENT SWCD'S LOCAL PLANNING ZONING HEALTH AND BUILDING DEPARTMENTS THAT REVIEW AND APPROVE EROSION AND SEDIMENT <:OHTROL PLANS GRADING PLANS AND STORM WATER MANAGEMENT PLANS AS UT.LL AS MS4'S INTO WHOSE SYSTEM RUNOFF FROM THE (>ERMirrF.D PROFLCT OR ACTIVIT>' DISCHARGF5

G OTHER INFORMATION

WHEN THE PERMITTEE BECOMF-S AWARE THAT HE OR SHE FAILED TO SUBMIT ANY RELEVANT FACTS OR SUB.MITTED INCORRECT INFORMATION IN THE NOl OR IN ANY OTHER REPORT TO THE DEPARTT IENT. HE OR SHE SHALL PROMPTLY SUBMIT SUCH FACTS OR INrORNLATION

H SIGNATORY REO^REMESTS

ALL NOI'S NOTS SWPPl'S REPORTS CFit'nFlCATlONS OR INFORMATION REQUIRED BY THIS PERMIT OR SUBMITTED PURSUANT TO THIS PERMIT SILALL BE AS FOLLOWS

1 ALL NOI'S & NOrS SHALL BE SIGNED AS HOLLOWS

al FOR CORPORATION BY (I) A PRESIDENT SECRETARY TREASURER. OR VICE PRESIDENT Or T HE CORPOILA ITON IN CHARGE OF A PRlNCIPLi: BUSINF.SS FUNCTION OR ANY OTHER PERSON AUTHORIZED TO OB WHO PERFORMS SIMILAR POLICY OR DEC I SI ON-MAKING FUNCTIONS FOR THE CORPORATION OR ^1 THE MANAGER OF ONE OR MORE MANUFACTURING ANNUAL SALES OR EXPENDITURES EXCEEDING S25 000 «K) (IN SECOND-QUART ER WSfl DOLLARSl IF ACTHORITV TO SIGN DOCUMENTS HAS BEEN ASSIGNED OR DELEGATED TO THE MANAGER IN ACCXIRDANCE WITH CORPORATE PROCEDURES

bl FOR PARTNERSHIP OR SOLE PROPRIETORSHIP HI A GENFJIAL PART NER OR THE E'ROPRIETOR. RESPECTIVELY OR

c) FOR A MUNICIPALFTV STATF, FEDERAL OR OTHER PL BLIC AGFNCY BY EITHER A PRINCIPLE EXUCUTWE OFFICER OR RANKING ELECTED OFFICIAL FOR PURPOSES OF THIS SECTION A PRINClPUl FJiFjCUTT^T-: OFFICER OF A FEDERAL AGF-NCY INCLUDED (11 THE CHIEF EXECUTIVE OFHCER OF THE AGENO' OR (3) A SENIOR EXECUTIVE OFFICER HAVING RESPONSIBILITT FOR THE OVEILALL OPERATIONS OF A PHiNClPLE GEOGRAPHIC UNIT OF THE AGENCY (E G REGIONAL ADMINiST-RATORS OF THE EPA)

2 THE SWPPP AND ALL REPORTS REQUIRED BY THE PERMIT AND OTHER INFORMA ITON REQUESTED BY THE DEPARTMENT OR LOCAL AGENCY SHALL HK SIGNED BY A PERSON DF SCRBJED ABOVE OR BV A DULY AUTHORIZED REPRESENTATIVE OF THAT PERSON A PERSON IS A DULY AUTHORIZED REPRF^SENTATIVE ONTV IF

a) THE AUTHORIZATION IS MADE tH WRITING BY A PERSON DESCRIBED ABOVE AND SUHMrTTED TO THE DF.PARTMENT

bl THE AUTHORIZATION SPECIFH=S EITHER AN INDIVIDUAL OR A POSmON HAVING RESPONSIBILITY FOR THE OVERALL OPER'ATION OF THE REGULATED FACIUTY OR ACTIVITl'. SUCH AS THE POSITION OH MANAGER OPERATOR, SUPERINTl-NDENT, OR POSITION OF EQUIV.ALENT RESPONSIBILITY OR AN INDIVIDUAL OR POSITION HAVING OVERALL RESPONSIHILTn' FOR ENVIRONMENTAL MATTERS FOR THE COMPANY (A DULY ALTHORIZED REPRESENTATIVE MAY THUS BE EITHER A NAMED INDIVIDUAL OR AN"i' LNDWIDU.AL OCCUPYING A NAME1> POSITION)

cl CERTIFICATION EXCEPT FOR NOTS-AND NOTS ANY PERSON SIGNING DOCUMENTS IN ACCORDANCE WTFH THIS PART SHALL MAKE THE FOLLOWING CERTIFICATION

"1 CERTIFY UNDER PENALTY' OF LAW THAT THIS D(X:UMHNI AND ALL ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN ACCORDANCE WTTH A SYSTEM DESIGNED TO ASSURE THAT QUALIIIED PERSONNEL PROPERLY GATHERED AND EVALUATED THE INHOKMAITON SUBMTTTED BASED ON MY INQUIRY OF THE PERSON OR PERSOSS WHO MANAGE THE SYSTEM OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR GATHERING THE INFORMATION THE INFORMATION SLIBMITTED IS TO THE BEST OF MY KNOWLEDGE AND BELIEF TRUE ACCURATE. AND COMPLETE I AM AWARE THAT HAlÊ STATEMENTS MADE THEREIN ARE PUNISHABLE AS A ClJiSS A MISDEMEANOR PURSUANT TO SECTION 210 43 OF THE PENAL LAW"

PRQPEKTV RIGHTS THE ISSUANCE OF THIS PERMIT DOIS NOT CONVEY ANY PROPERn RIGHTS OF ANY SORT NOR .ANY EXCLUSIVE PRIVILEGES. NOR DOES IT AUTHORIZE ANT INJUR>' TO PRIV.ATE PROPERTY NOR AHN' INVASION OF PERSONAL RIGHTS NOR ANY INFRINGEMEN'T OF FEDERAL STATE OR LOCAL LAWS OR REGULATIONS

I SEVERABILITY' THE PROVISIONS OF THIS PERMIT ARE SEVERABLE AND IF ANY PROVISION OF THIS PERMIT. OR THE APPLICATION OF ANT PROVISION OF THIS PERMIT TO ANY CIRCUMSTANCE. IS HELD r-'VALID THE APPLICATION OF SUCH PROVISION TO OTHER CIRCUMSTANCES AND THE REMAINDER OF THIS PERMIT SHALL NOT BE AFFECTED THEREBY

rC DENIAL OF COVERAGE UNDER THIS PERMTT

\ \ AT ITS SOLE DISCRETION THF. DEPARTMENT MAY REQL'IRE Am' PERSON AUTHORIZED BY THIS PERMIT TO APPLY FOR ANY/OR OBTAIN EITHER AN INDIVIDUAL SPDFJ PERMIT OR -Am' ALTERNATIVE SPDES GENERAL PERMIT WHERE THE DEPARTMENT REQUIRES A DISCHARGER AUTHORIZED TO DISCHARGE UNDER THIS PERMIT TO APPLY FOR AN INDIVIDUAL SPDES PERMIT THE DEPARTMENT SH.ALL NOTIFY THE DISCHARGER LN WRITING THAT A PERMIT APPUCATION IS REQUIRED THIS NOTIFICATION SILALL INCLUDE A HRJEH STATEMENT OF THE REASONS FOR THIS DF.CISION AN APPLICATION FORM A STATEMENT SETTING A DEADLINE FOR THE DISCILARGER IX) FILE THE APPLICAT ION AND A STATEMENT THAT ON THE EFFECTIVE DATE OF ISSUANCE OR DENIAL OF THE INDIVIDUAL SPDFi; P?SM\T OR THE ALTERNATIVE GENERAL PERMIT AS rr APPI.IIiS TO THE INDIVIDUAL PERMITTEE. COVERAGE UNDER TIUS GENERAL PERMTT SHALL AUTOMATICALLY TERMINATE APPLICATIONS SHAU. HE SUBMITTEU TO THE APPROPRIATE DEPARTMENT OFFICE INDICATED IN APPENDIX A OF THIS PERMIT THE DEPARTMENT MAY GR.ANT ADDITIONAL TIME TO SUBMTT IN A TIMELY MANNFA AN INDIVIDUAL SPDES PERMIT APPLICATION AS RECtUlRED BI THE DEPARTMENT UNDER THIS PARyAGRAFH THEN TKE APPLICABILITY OF THIS PERMTT TO THE INDI\ÎDUAL SPDES PERMITTEE IS AUTOMATTCALLY TERMINATED AT THE END OF THE DAY SPECIFUID BY TI IE DEPARTMENT- FOR APPUCATION SUBMITTAL

2) ANY DISCHARGER AUTHORIZED BY TIUS PERMIT MAY REQUEST TO BE EXCTUDED FROM THE COVERAGE UNDER THIS PERMTT BY APPLYING FOR AN 1NDIVU3UAL PERMIT IN SUCH CASES THE PF.RMITTEE SHALL SUBMIT AN INDIVIDUAL APPLICATION IN ACCORDANCE WTTH THE REQUIREMENTS OF 40 GFRU2 26C(If(Bl AND 6 NYCRR PART' fi21 WITH REASONS SUPPORTING THE REQUF,ST, TO THE DEPARTMENT AT THE ADDRESS FOR THE APPROPRIATE DEPARTMENT OFFICE THE REQUEST MAY HE GRANTED BY 1SS\3ANCE OF AN INDIV1D\3AL PERMIT OR AN ALTERNATIVE GENERAL PERMIT AT THE DISCRET ION OF THE DEPARTMENT

3) WHEN AN INDIVIDUAL SPDES PERNUT IS ISSUED TO A DISCHARGER COVERED BV THIS PERNBT OR THE DISCHARGER IS AUTTIORJi:ED TO DISCIlARGE UNDER AN ALTERNATTVE SPDES GENERAL PERMIT THE APPLlCAHlLIFt' OF THIS PERMIT TO THE INDIVIDUAL SPDES PERMITTEE IS AUTO.MATICALLY TERMINATED ON THE EFFECTIVE DATE OF THE INI>I\TDUAL PERMIT OR THE DATE OF AUTHORIZATION OF COVERAGE l^DER TH'i ALTERNATIVE GENERAL PERMIT WHICHEVER TTIE CASE MAY BE WHEN AN INDIVIDUAL SPDES PERMIT IS DENIED TO AN OPERATOR OTHERWISE SUBJECT TO THIS PERMIT OR THE OPERATOR IS DENIED FOR COVERAGE UNDER AN ALTERNATTVT SPDES GtNER-AL PERNWT THE APPUCABIUTY OF THIS PERMIT TO THE INDIVIDUAL SPDES PERMITTEE IS AUTOMATICALLY 'TERMINATED ON THE DATE OF SUCH DENLAL. UNLESS OTHERWISE SPECIFIED BY THE DEPARTMENT

L PROPER CPPERATTON AND MAINTENANCE

THE PERMITTEE SRALL AT ALL TIMES PROPERLY OPEIUSTE AND MAl iTA^N ALL FACILmFiS AND SYSTEMS OF TREATMENT AND CONTROHAND RF-LATED APPURTENANCESl WHICH ARE INSTALLED OR USED BY THE PERMITT EE TO ACHIEVE COMPLIANCE WTFH THE CONDTHONS OF THIS PERMIT AND WITH TTlb REQUlRiiMENTS OF SWPPP'S PROPER OPERATION AND NLAINTliNANCE AI-SO iNCLUDF-S ADEQUATE LABORATORY CONTROLS AND .APPROPRLATE QUALITV ASSURANCE PROCEDURES PROPER OPERATION AND MAINTENANCE REQUIRES THE OPERATION OF BACKUP OR AUXILIARY FACILTlTIvS OR SIMILAR SYSTEMS INSTALLED BY A PERMHTTiE OSLV WHEN NF.CPiSARY TO ACHIEVE COMPLIANCE WITH THE CONDITIONS OF THE PERMIT

M INSPECTION AND ENTRY

THE PERMITTEE SHALL -ALLOW THi: DEPARTMENT OR AN AUTHORIZED REPRESENTATIVE OF EPA THE STATE OR. IN TlUi CASE OF A CONSTRUCTION STTE WHICH DISCHARGES THROUGH AN MS4 AN AUTHORIZED REPRESENTATTVE OF THE MS4 RECEIVING THE DISCHARGE UPON THE PRESENTATION OF CREDENTIALS AND OTHER DOCUMENTS AS MAY BE REQUIRED BV LAW TO

II ENTT-H UPON THE PERMFTTEE'S PREMISES WHERE A REGULATED FACILITY OR .ACTIVITY IS LOCATED OR CONDUCTED OR WHERE RECORDS MUST BE KEPT UNDER THE TONDITIONS OF THIS PERMIT

2IHAVE ACCESS TO AND COPY AT REASONABLE TIM F^. ANY RECORDS THA T MUS T BE REIT UNDER T HE CONDITIONS OF THIS PERMIT AND

31 INSPECT AT REiASQNABLETIMES ANY FACIUTIESOR EQUIPMENT (INCLUDING MONITORING AND CONTROL EQUIPMENT)

N PERMIT .ACTIONS

AT niE DEPART MENTS SOLE DISCRETION THIS PERMIT .MAY AT ANYTIME HEMODHTED REVf)KED OR RENT.WED THE FILING OF A REQUEST BY THE PERMTH EE FOR A PERMIT MODIFICATION REVOCATION AND REISSUANCE TER\ITNATTON A NOTIHICATTON OF PLANNED CH.ANGES OR ANTICIPATED NONCOMPLIANCE DOES NOT STAY COMPLIANCE WITH ANY TERMS OF THIS PERMIT

IV RECORDS. REPORTING & RETENTION O r RECORDS

A THE DEPARTMENT MAY AT ITS SOLE DISCRETION REQUIRE MONITORING OF UISCllARGE(S) FROM THE PERMinED CONSTRUCTION ACTIVITY' AH EK NOTIFYING THE PERMITTEE IN WRITING OF TTIE BASIS FOR SUCH MONITORING THE PARAMETERS AND FREQUENCY AT WHICH MONITORING SHALL OCCUR AND THE ASSOCIATED REPORTING REQUIREMENTS IF ANY

B THE OPERATOR SHALL RETAIN COPIES OF SWTPP'S ANTI ANT REPORTS SUBMITTED IN CONIUNCTTON WITH TlHl PERMTT AND RECORDS or AIL DATA USED TO COMPLETE THE NOI TO BE COVFJIED BY THIS PERMIT FOR A PERIOD OF AT LEAST THRFJ. YEARS FROM THE DATE THAT THE SITE IS FTNALLV STABIUZED TIUS PERIOD MAY BE EXTENDED BV THE DLPARTNU-NT IN ITS SOLE DISCRETION. AT ANY TIME UPON WRITTEN NOTTHCATION

C THE OPERATOR SHALL RETAIN A COPY 01- THE SWPPP REQUIRED BV THIS PERMIT AT TTIE CONSTTIUCTION SITE FROM THF. DATE OF INTOATION OF CONSTRUCTION ACTIVITIF.S TO THE DATE OF FIN-AL S TABILIZ-ATTON

D THE OPERATOR SHALL ALSO PREPARE A WRITTEN SUMMARY OF ITS STATUS WITH RESPECT TO COMPLiANCli WITH THIS GENERAL PERMIT AT A MINIMUM FREQUI'NCV OF EVERY THREE MONTHS DURING WHICH COVERAGE UNTlER THIS PERMIT EXISTS THE SLTMMARV SHOULD ADDRESS THE STATUS OF ACHIEVP^G EACH COMPONENT OF THE SWPPP

ADDRESSES NEW YORK STATE DEPART\fF-NT OF ENVIRONMENTAL CONSERVATION DI\TSION OF WATER 625 BROADWAY 4TH FLOOR ALBANT NEW YORK 12233-350.'i

TOV^ OF EAST FISHKILL TOWN HALL 330 ROUTE 3Tfe HOPEWELL JUNCITON NEW YORK 12533

FOOTNOTES

(1) "COMMENCEMENT OF CONSTRUCTION" MFANS THE INITIAL REMOVAL OF VEGET ATTON AND D1 ST URBAN CE OF SOILS ASSOCIATED -ftTTH CT.EARING GRADING OR EXCAVATING ACTIVITES OR OTHER CONS TRUCTTON ACTIVITIES

(2) "FTNAI. STABILIZATION- M R A N S T H A T ALL S01H)1STURB1NG ACTIVA TBS AT riiE SITE HAVE BEEN COMPLKTFJD AND A UNIFORM, PERENNIAL VEGETATIVE CQVFJl W ITH A DENSITY' OF EIGHTY (80) PERCENT HAS BEEN ESTABLISHED OR EQUIVALENT STABILIZ-ATION MEASURES (SUCH AS THE USE OF MULCHES OR GEOTEXTILES! HAVE BEEN EMPLOYED ON ALL UNPAVED AREAS AND AREAS NOT COVERED BV l'ERMANE.VrSTRUCTURF-S

(3) "STABILIZATION" MEANS COVERING OR MAINTAINING AN EXISTING COVER OVER SOIL COVER CAN BE VEGETAlTVt lEG GRASS TREES SEED AND MULCH SHRUBS ORTURF)OR NON-VEGETATIVE (EG GEOTEXTILES RlPR.\PORG.AmONSl

(4) "SWCD" MEANS SOIL AND WATER CONSERVATION DISTRICT

I5) "SPDES" MEANS STATE POLLUTION DISCHARGE ELIMINATION SYSTEM

CERTIFICATION

ALL CONTRACTORS ANT) SUBCONTRACTORS IDFJJTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN OF THIS PERMIT SH.ALL SIGN A COPY OF THE FOLLOWING CER ITFICATION STATEMENT BEFORE UNTJERTAKING ANY CONSTRUCTION ACTIVITY AT THE SITE IDENTIFIED IN THE STORM WATER POLLUTION PREVENTION PLAN

"l CERTIFY UNDER PENALTY OF LAW THAT ! UNDERSTANn AND AGREE TO COMPLY WITH THE TERMS .AND CONDI TIONS OF THE POLLUTTON PREVENTION PLAN FOR THE CONSTRUCTION SITE IDENTIFIED IN SUCH PLAN AS A CONDHTON OF AUTHORIZ/ATION TO DISCHARGE STORM WATER I ALSO UNDERSTAND ITLAT THE OPERATOR MUST COMPLY WTITI THE TERMS AND CONDTnONS OF TI IE NEW YORK STATE POLLUTANT DISCHARGE ELIMINATION SYSTEM (SPDES) GENERAL PERMIT FOR THE STORM WATER DISCHARGE FROM CONSTRUCTION ACnVTTlES ANTJ THAT IS UNLAWFUL FOR ANY PERSON TO CAUSE OR CONTRIBUTE TO A VIOLATION OF WATER QUALITV "

•I CERTIFY' TH.AT THE SWPPP HAS BEEN DEVELOPED IN CONFORMANCE WTTH THE "NEW YORK. S lANDARDS AND SPECIFICATIONS FOR EROSION AND SI'DIMENTCONTROL" AND w n h THE "NEW YORK STATE STORMWATER MANAGEMENT DESIGN MANUAL" (Wl lERE .APPLICABLE) "

'1 CERTTFV THAT ALL APPROPRIATE STORMWATER CONTROL MEASURES WILL BE TN PIACT nHFORI-. COMMENCEMENT OF CONSTRUCTION OF ANY SEGMENT OF THE pROJiJC) THA T REQUIRES SUCTi ME.\SURF.S"

[ ] OWNER [ ICXJNTRACTOR i J SUHCONTTLACTOR

NAME & SIGNATURE

PROJECT NAME

CONTRACT D

UtiauLhoriBed alteration or addition to a plan bttbrlnfl a lloanaad anfflnaer a seal ia a violation of aaatlon 7S09, aubdiviaion Z ot Ui« Na«r York State Education Law




REWSION RECORD

BRINNIER 8c LARIOS, P.C ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON, N Y

SCALE

AS SHOWN

JULY 2007

DWG

DB

CHK

PVW

SHEET NO

12 OF 1 3

R2-0001581

RLTTR FABRIC ATT«H_5eCURaY TO UPSTCEAW SIDE o r POST

TRFNCH WriH COUPACTED BACKRlL

"ffep'SP'

STANDARD DETAIL TRENCH WITH NATIVE BtCKFUL

ALTERNATE DETAIL TRENCH «HTH CRWEL

1 INSPECT AND REPAIR SILT FENCE AFTER EACH STORM EVENT AND REMOVE SEDIMENT AS NEEDED

2 REMOVED SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT CONTRIBUTE SEDIMENT OFF-SITE AND CAN BE PERMANENTLY STABILIZED

3 SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE PONDING EFFICIENCY

SILT FENCE DETAIL NOT TO SCALE

-CLEAN WATER .DISCHARGE HOSE

GROUND WATER TABLE

12"-24" DIAMETER PERFORATED — CORRUGATED OR PVC PIPE

t 12"

GROUND WATER TABLE

• N Y S O O T K OR EOUIVALENT

CONSTRUCTION SPECIFICATIONS

1 PIT DIMENSIONS TO BE DETERMINED BY ENGINEER BASED UPON FIELD CONDITIONS NOTE TTHAT PIT BASE WIDTH SHALL NOT BE LESS THAN PIPE DIAMETER + 24"

2 THE STANDPIPE SHOULD BE CONSTT UCTED BY PERFORATING A 12"-24" DIAMETER CORRUGATED OR PVC PIPE

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

4 THE STANDPIPE SHOULD EXTEND 12 ' -18" ABOVE THE LIP OF THE PIT 5 IF DISCHARGE WILL BE PUMPED DIRECTLY TO A STORM DRAINAGE SYSTEM THE

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

CONSTRUCTION SUMP DEWATERING PIT NOT TO SCALE

SPACING VARIES DEPENDING ON CHANNEL SLOPE

CUTOFF TRENCH I B " WIDE 6" DEEP

2 'X4" WOOD FRAME

N 3 ?=• i

^ ^ ^

CATCH BASIN FRAME AND GRATE

STAKE

FABRIC

FILTER FABRIC

FILTER FABRIC

MAXIMUM DRAINAGE AREA 2 ACRES

j!iT=M=lll#!iij

Iilj=llll=lll:Jli|2|^

M y t SECTION B - B

NOT TO SCALE


STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN

SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATIONS OF THE CREST OF THE DOWNSTREAM DAM IS AT THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM

EXTEND THE STONE A MINIMUM OF 1 5 FEET BEYOND THE DITCH BANKS TO PREVENT CUniNG AROUND THE 0AM

PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE

ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE

CHECK DAMS SHALL BE INSPECTED AFTER EACH RUNOFF EVENT AND ALL DAMAGE THAT OCCURS SHALL BE CORRECTED IMMEDIATELY

REMOVE SEDIMENT ACCUMUUTION BEHIND THE CHECK DAM AS REOUIRED TO ALLOW CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM

MAXIMUM DRAINAGE AREA 1 ACRE

STONE CHECK DAM NOT TO SCALE

DETAIL


1 FILTER FABRIC SHALL HAVE AN EOS OF 4 0 - 8 5 BURUP MAY BE USED FOR SHORT TERM APPLICATIONS

2 CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS IF JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE

3 STAKE MATERIALS WILL BE STANDARD 2" x 4 " WOOD OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET

4 SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM 18 INCHES DEEP SPANS GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT

5 FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND BACKFILLED IT SHAa BE SECURELY FASTENED TO THE STAKES AND FRAME

6 A 2" >! 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE FABRIC FOR OVER FLOW STABILITi'

FILTER FABRIC INLET PROTECTION DETAIL NOT TO SCALE

Diversion Ridge Required . Where Crode Exceeds 2% 2 'S 0'' ^ ^^ °^^

VEGETATIVE MEASURES

Existing Paved R„od,oy

^ ^ ^ ^ ^ ^ ^

SECTION A-A -Filter Fobnc-Mirofl 140N

or approved equal

TEMPORARY SEEDING

IN AREAS WHERE CONSTRUCTION ACTIVITY HAS TEMPORARILY CEASED FOR 14 DAYS OR MORE. APPLY TEMPORARY SEEDING MEASURES AS FOLLOWS

SEED TYPE ANNUAL OR PERRENNIAL RYEGRASS SEED APPLICATION RATE 1 POUND PER 1,000 SOUARE FEET

PERMANENT SEEDING

FOLLOWING COMPLETION OF FINE GRADING, INSTALL TOPSOIL FERTILIZER AND SEED AS FOLLOWS FERTILIZER 5 - 1 0 - 1 0 AT RATE OF 15 POUNDS PER 1,000 SOUARE FEET SEED TYPE 40% CHEWINGS 30% KENTUCKY BLUE, 20% HIGHLAND BENT AND 10% REDTOP SEED APPLICATION RATE 5 POUNDS PER 1,000 SOUARE FEET

Supply Water to Wasti Wheels wtien Necessary

EROSION AND SEDIMENTATION MAINTENANCE S C H E D U L E |

STRUCTURE

SILT FENCE BARRIER

STASUZED CONSTRUCTION ENTRANCE

STRAW BALES

DUST CONTROL

VEGETATIVE ESTABLISHMENT

1 iNLr r PROTECTION

CHECK OAU

DAILY

__ INSPECT

INSPECT

--" -

WEEKLY

INSPECT

--INSPECT

--INSPECT

INSPECT

INSPECT

AFTER RAINFALL

INSPECT

INSPECT

INSPECT

INSPECT

INSPECT

INSPECT

INSPECT

MAINTENANCE MEASURES

CLEAN/REPAIR/REPLACE

OEAN/REPLACE STONE AND FABRIC

REPLACE

MULCHINC/SPRAYINC WATER

VECETATIVE ESTABLISHMENT

CLEAN/REPAIR/REPtACE

CLEAN/REPAIR/REPIACE

AFTER COMPLETION OF CONSTRUCTION

REMOVE

REUOVE

REMOVE

N/A

PERMANENT

REMOVE

REMOVE

PLAN

1 The entronce sholl be mointoined in o condition that will prevent trockmg or flowing of sediment onto public n g h t s -- o f - w o y This moy require to dressing repoir o n d / o r cleonout of any measures used to trop sediment

2 When necessary, wheels shall be cleaned prior to entrance onto public r rgh t -o f -way

3 When washing is required tt shall be done on on oreo stotilized with crushed stone that drams into on opproved sediment trap of sediment bosm

STABILIZED CONSTRUCTION ENTRANCE NOT TO SCALE

CONTRACT D

Unauthorized al terat ion or addition to a plan b e a r i n g a l i c e n s e d e n s i n e e r a s e a l ia a ViolaUon of sect ion 7209 aubdivtalon 2 of the New York S t a t e Educa t ion Law




REVISION RECtKO BRINNIER 8c U\RIOS, P.C. ENGINEERS & LAND SURVEYORS 67 MAIDEN LANE KINGSTON, N Y

SCALE

AS SHOWN

JULY 2 0 0 7

DWG

DB CHK

PVW

SHEET NO

1 3 OF 1 3

R2-0001582

CONTRACT D - Records Collections

Documents